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HomeMy WebLinkAboutRIDGEWOOD HILLS - FDP230019 - SUBMITTAL DOCUMENTS - ROUND 3 - Responses (4) Z � NOTICE Sc 00 1 �Cr4 - l�6 /-�w� ��` '4� �'4 S i4 t / (� RIDGEWOOD HILLS FIFTH FILING ALL RESPONSIBILITIES AND COSTS OF OPERATION, MAINTENANCE AND RECONSTRUCTION OF THE PRIVATE STREETS C ANDIOR DRIVES LOCATED ON THE PRIVATE PROPERTY THAT IS THE SUBJECT OF THIS PLAT SHALL BE BORNE BY THE Galloway /� »2 cs (j / /L�1 BEING A RE P LAT O F TRACT A AND PART O F TRACTS B AN D C S H E NAN DOAH P.U.D. FILING ONE OWNERS OF SAID PROPERTY,EITHER INDIVIDUALLY,OR COLLECTIVELY,THROUGH A PROPERTY OWNERS'ASSOCIATION. G 141) j jQ c /�/ /� czuad� �`"� ' IF APPLICABLE.THE CITY OF FORT COLLINS SHALL HAVE NO OBLIGATION OF OPERATION, MAINTENANCE OR ,�. TOGETHER WITH PART OF THE EAST HALF OF THE SOUTHEAST QUARTER OF SECTION 14, RECONSTRUCTION OF SUCH PRIVATE STREETS AND/OR DRIVES NOR SHALL THE CITY HAVE ANY OBLIGATION TO ACCEPT 5265 Ronald Reagan Blvd.,Suite2'0 / 7-1 1 Fl- - �t CG O�Z ��A SUCH STREETS AND/OR DRIVES AS PUBLIC STREETS OR DRIVES. Johnstown,CO 80534 l AJ� T. 6 N., R. 69 W. OF THE 6TH P.M., FORT COLLINS, LARIMER COUNTY, COLORADO 970.800.3300 STATEMENT OF OWNERSHIP AND SUBDIVISION: C 17-� e_NC7 Dc-p-r 12/6 a- 7 OWNER: TRILBY ROAD KNOW ALL PERSONS BY THESE PRESENTS, THAT THE UNDERSIGNED, BEING OWNERS OF THE FOLLOWING DESCRIBED LAND: o NEXTOP HOLDINGS LLC, A COLORADO LIMITED LIABILITY COMPANY ALL OF TRACT A AND PART OF TRACTS B AND C, SHENANDOAH PUD FILING ONE AS RECORDED AT RECEPTION NUMBER 97085966 IN THE LARIMER COUNTY CLERK AND RECORDERS OFFICE AND PART OF THE EAST HALF OF THE SOUTHEAST QUARTER OF SECTION 14, ALL LOCATED IN TOWNSHIP 6 NORTH, RANGE 69 WEST OF THE 6TH PM, LARIMER COUNTY 62 ?V�G d�n'7�`dr BY COLORADO THE ENTIRE PARCEL DESCRIBED AS FOLLOWS; z OWNER APPLICANT SURVEYOR ENGINEER PC>V,c-� C o a 2 a i i J,9-y-a/� o � � STATE OF COLORADO BEGINNING AT THE EAST 1/16TH CORNER COMMON TO SECTION 14 AND 23, TOWNSHIP 6 NORTH, RANGE 69 WEST OF THE 6TH SHEET INDEX NEXTOP HOLDING LLC GALLOWAY & COMPANY, INC. ) ss. P.M. LARIMER COUNTY, COLORADO, MONUMENTED WITH A N0. 6 REBAR WITH 3-1/4' ALUMINUM CAP STAMPED 'LS 38470; c, COUNTY OF " = 8605 EXPLORER DRIVE SUITE 250 5265 RONALD REAGAN BLVD., SUITE 210 THENCE N00'05 43 W, A DISTANCE OF 1671.22 FEET ON THE WEST LINE OF THE EAST HALF OF THE SOUTHEAST QUARTER OF 1 COVER SHEET COLORADO SPRINGS, CO 80920 JOHNSTOWN CO 80534 � w SAID SECTION 14 TO THE SOUTHWEST CORNER OF SAID TRACT C MONUMENTED WITH A NO. 5 REBAR WITH 1-1/4" ORANGE m > PLASTIC CAP STAMPED PLS 16109"; 2 CURVE TABLE AND LAND USE TABLE CIOa 970-800-3300 THE FOREGOING INSTRUMENT WAS ACKNOWLEDGED BEFORE ME THIS DAY OF THENCE S89'59'50"E, A DISTANCE OF 235.77 FEET ON THE SOUTH LINE OF SAID TRACT C TO A NO. 5 REBAR WITH 1-1/4" 3 OVERALL SHEET 2024, BY OF NEXTOP HOLDINGS LLC, 4-6 PLAT SHEETS N BETTER LAND LLC A COLORADO LIMITED LIABILITY COMPANY ORANGE PLASTIC CAP STAMPED PLS 16109"; 8605 EXPLORER DRIVE SUITE 250 THENCE S46'20'18"E, A DISTANCE OF 165.66 FEET ON THE SOUTH LINE OF SAID TRACT C TO THE WEST CORNER OF PARCEL CARPENTER ROAD COLORADO SPRINGS, CO 80920 OF LAND AS RECORDED AT RECEPTION NUMBER 20170020945 IN THE LARIMER COUNTY CLERK AND RECORDERS OFFICE TO A WITNESS MY HAND AND OFFICIAL SEAL. NO. 4 REBAR WITH 1'' BLUE PLASTIC CAP STAMPED PLS 38470"- > THENCE ON THE NORTH AND WEST LINES OF SAID PARCEL RECORDED AT RECEPTION NO. 20170020945 FOR THE FOLLOWING 8 SHENANDOAH OWNERS ASSOCIATION INC. MY COMMISSION EXPIRES: COURSES; w 4200 NORTH GARFIELD 1) THENCE S89'59'48"E, A DISTANCE OF 300.52 FEET TO A NO. 4 REBAR WITH 1` BLUE PLASTIC CAP STAMPED 'PLS � LOVELAND, CO 80538 38470" AND TO A NON-TANGENT POINT OF CURVATURE; 2) THENCE ALONG SAID NON-TANGENT CURVE TO THE RIGHT, HAVING A RADIUS OF 684.00 FEET, A CENTRAL ANGLE OF N NOTARY PUBLIC 03'41'39", A DISTANCE OF 44.10 FEET, A CHORD BEARING OF N43'12'52"E WITH A CHORD DISTANCE OF 44.09 FEET TO OWNER: A NO. 4 REBAR WITH 1" BLUE PLASTIC CAP STAMPED 'PLS 38470' AND TO A NON-TANGENT POINT OF CURVATURE; 3) THENCE ALONG SAID NON-TANGENT CURVE TO THE RIGHT, HAVING A RADIUS OF 684.00 FEET, A CENTRAL ANGLE OF 08'27'40", A DISTANCE OF 101.01 FEET, A CHORD BEARING OF N4923'21"E WITH A CHORD DISTANCE OF 100.92 FEET TO BETTER LAND LLC, A COLORADO LIMITED LIABILITY COMPANY A NO. 4 REBAR WITH I" BLUE PLASTIC CAP STAMPED 'PLS 38470"- 4) THENCE N54'26'41"E, A DISTANCE OF 21.64 FEET TO A NO. 4 REBAR WITH 1 BLUE PLASTIC CAP STAMPED 'PLS 38470' BY AND TO A NON-TANGENT POINT OF CURVATURE; 5)THENCE ALONG SAID NON-TANGENT CURVE TO THE LEFT, HAVING A RADIUS OF 60.00 FEET, A CENTRAL ANGLE OF VICINITY MAP 53'44'46", A DISTANCE OF 56.28 FEET, A CHORD BEARING OF N2644'08"E WITH A CHORD DISTANCE OF 54.24 FEET TO STATE OF COLORADO A NO, 4 REBAR WITH 1.. BLUE PLASTIC CAP STAMPED 'PLS 38470; CERTIFICATE OF DEDICATION: NOT TO SCA-E ATTORNEYS CERTIFICATION: ) ss. 6)THENCE NOO'00'33"E, A DISTANCE OF 203.60 FEET TO A NO. 4 REBAR WITH 1 BLUE PLASTIC CAP STAMPED 'PLS COUNTY OF F 38470'; THE OWNER DOES HEREBY DEDICATE AND CONVEY TO THE CITY OF FORT COLLINS, COLORADO (HEREAFTER CITY"), FOR PUBLIC USE, FOREVER, A I HEREBY CERTIFY THAT THIS SUBDIVISION PLAT HAS BEEN DULY EXECUTED AS REQUIRED PURSUANT TO SECTION 7) THENCE N45'57'07"W, A DISTANCE OF 34.77 FEET TO A NO. 4 REBAR WITH 1' BLUE PLASTIC CAP STAMPED PLS 38470-, PERMANENT RIGHT-OF-WAY FOR STREET PURPOSES AND THE 'EASEMENTS" AS LAID OUT AND DESIGNATED ON THIS PLAT; PROVIDED, HOWEVER, THAT 8)THENCE N44'18'47"E, A DISTANCE OF 8.55 FEET TO ANON-TANGENT POINT OF CURVATURE; (1) ACCEPTANCE BY THE CITY OF THIS DEDICATION OF EASEMENTS DOES NOT IMPOSE UPON THE CITY A DUTY TO MAINTAIN THE EASEMENTS SO 2.2.3(C)(3)(A) THROUGH (E) INCLUSIVE OF THE LAND USE CODE OF THE CITY OF FORT COLLINS AND THAT ALL THE FOREGOING INSTRUMENT WAS ACKNOWLEDGED BEFORE ME THIS DAY OF PERSONS SIGNING THIS SUBDIVISION PLAT ON BEHALF OF A CORPORATION OR OTHER ENTITY ARE DULY 2024, BY OF BETTER LAND LLC, A THENCE ALONG SAID NON-TANGENT CURVE TO THE LEFT, HAVING A RADIUS OF 246.50 FEET, A CENTRAL ANGLE OF DEDICATED, AND (2) ACCEPTANCE BY THE CITY OF THIS DEDICATION OF STREETS DOES NOT IMPOSE UPON THE CITY A DUTY TO MAINTAIN STREETS AUTHORIZED SIGNATORIES UNDER THE LAWS OF THE STATE OF COLORADO. THIS CERTIFICATION IS BASED UPON COLORADO LIMITED LIABILITY COMPANY. 06'43'08", A DISTANCE OF 28.91 FEET, A CHORD BEARING OF N42'34'04"W WITH A CHORD DISTANCE OF 28.89 FEET; SO DEDICATED UNTIL SUCH TIME AS THE PROVISIONS OF THE MAINTENANCE GUARANTEE HAVE BEEN FULLY SATISFIED. THE STREETS DEDICATED ON THE RECORDS OF THE CLERK AND RECORDER OF LARIMER COUNTY, COLORADO AS OF THE DATE OF EXECUTION THENCE N45'55'38"W, A DISTANCE OF 130.58 FEET TO THE SOUTH RIGHT OF WAY LINE OF TRIANGLE DRIVE; THIS PLAT ARE THE FEE PROPERTY OF THE CITY AS PROVIDED IN SECTION 31-23-107 C.R.S. THE CITYS RIGHTS UNDER THE EASEMENTS INCLUDE OF THE PLAT AND OTHER INFORMATION DISCOVERED BY ME THROUGH REASONABLE INQUIRY AND IS LIMITED AS THENCE ON SAID SOUTH RIGHT OF WAY LINE FOR THE FOLLOWING 6 COURSES; THE RIGHT TO INSTALL, OPERATE, ACCESS, MAINTAIN, REPAIR, RECONSTRUCT, REMOVE AND REPLACE WITHIN THE EASEMENTS PUBLIC IMPROVEMENTS AUTHORIZED BY SECTION 2.2.3(C)(3)(F) OF THE LAND USE CODE. WITNESS MY HAND AND OFFICIAL SEAL. 1) THENCE N47'20'08"E, A DISTANCE OF 25.54 FEET TO A NAIL AND WASHER STAMPED tS 38470, CONSISTENT WITH THE INTENDED PURPOSE OF THE EASEMENTS; THE RIGHT TO INSTALL, MAINTAIN AND USE GATES IN ANY FENCES THAT CROSS THE N44-06'1 5-E, EASEMENTS; THE RIGHT TO MARK THE LOCATION OF THE EASEMENTS WITH SUITABLE MARKERS; AND THE RIGHT TO PERMIT OTHER PUBLIC UTILITIES rn 00 2)THENCE ANON-TAN A DISTANCE OF 302.62 FEET TO A N0. 4 REBAR WITH 1 BLUE PLASTIC CAP STAMPED 'PLS 38470" TO EXERCISE THESE SAME RIGHTS. OWNER RESERVES THE RIGHT TO USE THE EASEMENTS FOR PURPOSES THAT DO NOT INTERFERE WITH THE FUL' ATTORNEY: MY COMMISSION EXPIRES: AND TO ANON-TANGENT POINT OF CURVATURE; ENJOYMENT OF THE RIGHTS HEREBY GRANTED. THE CITY IS RESPONSIBLE FOR MAINTENANCE OF ITS OWN IMPROVEMENTS AND FOR REPAIRING ANY L V � W = 07 3) THENCE ALONG SAID NON-TANGENT CURVE TO THE RIGHT, HAVING A RADIUS OF 416.00 FEET, A CENTRAL ANGLE OF DAMAGE CAUSED BY ITS ACTIVITIES IN THE EASEMENTS, BUT BY ACCEPTANCE OF THIS DEDICATION, THE CITY DOES NOT ACCEPT THE DUTY OF Z () = F— � Z A N 06 , A DISTANCE OF BLUE PL FEET, A CHORD BEARING OF N51'21 10 E WITH A CHORD DISTANCE OF 105.73 FEET TO MAINTENANCE OF THE EASEMENTS, OR OF IMPROVEMENTS IN THE EASEMENTS THAT ARE NOT OWNED BY THE CITY. OWNER WILL MAINTAIN THE ADDRESS: J Q � Q J A N0. 4 REBAR WITH 1` BLUE PLASTIC CAP STAMPED 'PLS 38470" SURFACE OF THE EASEMENTS IN A SANITARY CONDITION IN COMPLIANCE WITH ANY APPLICABLE WEED, NUISANCE OR OTHER LEGAL REQUIREMENTS. — 0Y W W O 0 4 THENCE N58'40'50"E, NOTARY PUBLIC F— A DISTANCE OF 32.93 FEET TO NAIL AND WASHER STAMPED 'LS 38470" AND TO ANON-TANGENT � (D = Z U POINT OF CURVATURE; LL EXCEPT AS EXPRESSLY PERMITTED IN AN APPROVED PLAN OF DEVELOPMENT OR OTHER WRITTEN AGREEMENT WITH THE CITY, OWNER WILL NOT REGISTRATION NO.: OWNER: O 0 (.00 5) THENCE ALONG SAID NON-TANGENT CURVE TO THE RIGHT, HAVING A RADIUS OF 416.00 FEET, A CENTRAL ANGLE OF INSTALL ON THE EASEMENTS, OR PERMIT THE INSTALLATION ON THE EASEMENTS, OF ANY BUILDING, STRUCTURE, IMPROVEMENT, FENCE, RETAINING O W 32'22'20", A DISTANCE OF 235.04 FEET, A CHORD BEARING OF N74'29'03"E WITH A CHORD DISTANCE OF 231.93 FEET WALL, SIDEWALK, TREE OR OTHER LANDSCAPING (OTHER THAN USUAL AND CUSTOMARY GRASSES AND OTHER GROUND COVER). IN THE EVENT SUCH LLIZ = O Q TO A NO. 4 REBAR WITH 1" BLUE PLASTIC CAP STAMPED PLS 38470"; OBSTACLES ARE INSTALLED IN THE EASEMENTS, THE CITY HAS THE RIGHT TO REQUIRE THE OWNER TO REMOVE SUCH OBSTACLES FROM THE elf 6) THENCE ALONG SAID CURVE TO THE RIGHT, HAVING A RADIUS OF 15.00 FEET, A CENTRAL ANGLE OF 89'11'53", A EASEMENTS. IF OWNER DOES NOT REMOVE SUCH OBSTACLES, THE CITY MAY REMOVE SUCH OBSTACLES WITHOUT ANY LIABILITY OR OBLIGATION FOR SHENANDOAH OWNERS ASSOCIATION INC. LL 0- W LL APPROVED AS TO FORM, CITY ENGINEER: — = Z O DISTANCE OF 23.35 FEET, A CHORD BEARING OF S4444'11"E WITH A CHORD DISTANCE OF 21.06 FEET TO THE WEST REPAIR AND REPLACEMENT THEREOF, AND CHARGE THE OWNER THE CITYS COSTS FOR SUCH REMOVAL. IF THE CITY CHOOSES NOT TO REMOVE THE Q I— RIGHT OF WAY LINE OF COLLEGE AVENUE MONUMENTED WITH A NO. 4 REBAR WITH 1" BLUE PLASTIC CAP STAMPED PLS OBSTACLES, THE CITY WILL NOT BE LIABLE FOR ANY DAMAGE TO THE OBSTACLES OR ANY OTHER PROPERTY TO WHICH THEY ARE ATTACHED. THE BY U 0 Z IL 0 .J BY THE CITY ENGINEER OF THE CITY OF FORT COLLINS, O COLORADO THIS DAY OF 38470"; RIGHTS GRANTED TO THE CITY BY THIS PLAT INURE TO THE BENEFIT OF THE CITYS AGENTS, LICENSEES, PERMITTEES AND ASSIGNS. A.D. z J � � a- U THENCE ON SAID WEST RIGHT OF WAY LINE FOR THE FOLLOWING 5 COURSES; STATE OF COLORADO ) J ¢ LL LL = 1) THENCE S00'08'17"E, A DISTANCE OF 382.46 FEET TO A NO. 4 REBAR WITH 1" BLUE PLASTIC CAP STAMPED 'PLS MAINTENANCE GUARANTEE: 38470"; ) ss. � �— � Q Z 2)THENCE S81'45'04"E, A DISTANCE OF 9.22 FEET TO A NO. 4 REBAR WITH 1" RED PLASTIC CAP STAMPED PLS 17662; THE OWNER HEREBY WARRANTS AND GUARANTEES TO THE CITY, FOR A PERIOD OF TWO (2) YEARS FROM THE DATE OF COMPLETION AND FIRST CITY ENGINEER COUNTY OF F — (� 0- = Z W � 3)THENCE S03'01'04'W, A DISTANCE OF 173.11 FEET TO A N0.4 REBAR WITH NO CAP, UPGRADED WITH 1-1/4' PURPLE ACCEPTANCE BY THE CITY OF THE IMPROVEMENTS WARRANTED HEREUNDER, THE FULL AND COMPLETE MAINTENANCE AND REPAIR OF THE Z < _ 0 OU PLASTIC CAP, STAMPED PLS 37067; IMPROVEMENTS TO BE CONSTRUCTED IN CONNECTION WITH THE DEVELOPMENT WHICH IS THE SUBJECT OF THIS PLAT. THIS WARRANTY AND GUARANTEE THE FOREGOING INSTRUMENT WAS ACKNOWLEDGED BEFORE ME THIS DAY OF 4)THENCE S05'59'36"W, A DISTANCE OF 93.50 FEET TO A. NO. 4 REBAR WITH 3/4' YELLOW PLASTIC CAP ILLEGIBLE; IS MADE IN ACCORDANCE WITH THE CITY LAND USE CODE AND/OR THE TRANSITIONAL LAND USE REGULATIONS, AS APPLICABLE. THIS PLANNING APPROVAL: 2024, BY OF SHENANDOAH OWNERS LL 0 W U ILO W 5)THENCE S00'10'50"E, A DISTANCE OF 455.44 FEET TO A NO. 4 REBAR WITH 1' BLUE PLASTIC CAP STAMPED 'PLS 38470` GUARANTEE APPLIES TO THE STREETS AND ALL OTHER APPURTENANT STRUCTURES AND AMENITIES LYING WITHIN THE RIGHTS-OF-WAY, ASSOCIATION INC. p W EASEMENTS AND OTHER PUBLIC PROPERTIES INCLUDING WITHOUT LIMITATION, ALL CURBING SIDEWALKS, BIKE PATHS, DRAINAGE PIPES O z 0 U 2 TO NORTH LINE OF A PARCEL RECORDED AT RECEPTION NO. 2002077968; BY THE DIRECTOR OF PLANNING THE CITY OF FORT COLLINS, COLORADO THIS f— Q THENCE S8952'49"W, A DISTANCE OF 641.21 FEET ON SAID NORTH LINE TO A NO. 4 REBAR WITH 1' RED PLASTIC CAP CULVERTS, CATCH BASINS, DRAINAGE DITCHES AND LANDSCAPING. ANY MAINTENANCE AND/OR REPAIR REQUIRED ON UTILITIES SHALL BE DAY OF A.D., 3:O Q Z f— O W Q COORDINATED WITH THE OWNING UTILITY COMPANY OR DEPARTMENT. _1 STAMPED 'PLS 17662; WITNESS MY HAND AND OFFICIAL SEAL. W � J THENCE S01'06'07"E, A DISTANCE OF 26.42 FEET ON THE WEST LINE OF A PARCEL RECORDED AT RECEPTION NO. W = Q THE OWNER SHALL MAINTAIN SAID IMPROVEMENTS IN A MANNER THAT WILL ASSURE COMPLIANCE ON A CONSISTENT BASIS WITH ALL (n 0- W Cfl 2002077968 TO A NO. 4 REBAR WITH 1" BLUE PLASTIC CAP STAMPED 'PLS 38470; CONSTRUC110N STANDARDS MY COMMISSION EXPIRES: w IY , SAFETY REQUIREMENTS AND ENVIRONMENTAL PROTECTION REQUIREMENTS OF THE CITY. THE OWNER SHALL ALSO �- THENCE ON THE NORTH AND WEST LINES OF A DEED RECORDED AT RECEPTION NO. 2002126479 FOR THE FOLLOWING 3 DIRECTOR OF PLANNING = W CORRECT AND REPAIR, OR CAUSE TO BE CORRECTED AND REPAIRED, ALL DAMAGES TO SAID IMPROVEMENTS RESULTING FROM Q U COURSES; DEVELOPMENT-RELATED OR BUILDING-RELATED ACTIVITIES. IN THE EVENT THE OWNER FAILS TO CORRECT ANY DAMAGES WITHIN THIRTY (30) 0 C� 0 Z 1) THENCE S60'12'17"W, A DISTANCE OF 34.21 FEET ON SAID NORTH LINE TO A N0. 4 REBAR WITH 1" BLUE PLASTIC CAP DAYS AFTER WRITTEN NOTICE THEREOF, THEN SAID DAMAGES MAY BE CORRECTED BY THE CITY AND ALL COSTS AND CHARGES BILLED TO AND PAID _ Z Z 0 Q STAMPED PLS 38470"; POUDRE VALLEY RURAL ELECTRIC ASSOCIATION (PVREA) — Q 2) THENCE S00'56'14"E, A DISTANCE OF 821.48 FEET ON SAID WEST LINE TO A N0. 4 REBAR WITH 1" BLUE PLASTIC CAP BY THE OWNER. THE CITY SHALL ALSO HAVE ANY OTHER REMEDIES AVAILABLE TO IT AS AUTHORIZED BY LAW. ANY DAMAGES WHICH OCCURRED NOTARY PUBLIC � W PRIOR TO THE END OF SAID TWO (2) YEAR PERIOD AND WHICH ARE UNREPAIRED AT THE TERMINATION OF SAID PERIOD SHALL REMAIN THE m STAMPED P RESPONSIBILITY OF THE OWNER 'PLS 38470"; BY SIGNING BELOW, POUDRE VALLEY RURAL. ELECTRIC ASSOCIATION, INC. PVREA" CONSENTS TO AND GENERAL NOTES: 3) THENCE S35'50'24"E, A DISTANCE OF 52.06 FEET ON SAID WEST LINE TO A NO. 4 REBAR WITH 1' BLUE PLASTIC CAP . APPROVES THIS PLAT. NOTHING CONTAINED IN THIS CONSENT AND APPROVAL SHALL BE CONSTRUED TO STAMPED PLS 38470"; REPAIR GUARANTEE: CREATE ANY OBLIGATIONS FOR PVREA NOR SHALL THE SAME BE CONSTRUED AS A CONVEYANCE OR 1) ALL LINEAL MEASUREMENTS SHOWN ARE GROUND DISTANCES AND U.S. SURVEY FEET. THENCE ON THE EAST LINE OF A PARCEL RECORDED AT RECEPTION NO. 2002126478 FOR THE FOLLOWING 2 COURSES; RELINQUISHMENT OF ANY OF PVREA'S RIGHTS IN THE SUBJECT LANDS. 1) THENCE S36'03'59"E, A DISTANCE OF 277.06 FEET ON SAID EAST LINE TO AN ANGLE POINT THEREIN MONUMENTED WITH IN CONSIDERATION OF THE APPROVAL OF THIS FINAL PLAT AND OTHER VALUABLE CONSIDERATION, THE OWNER DOES HEREBY AGREE TO HOLD THE 2) EXISTING BASEMEN AND .EQ DIIIONS ARE BASE TIT�COMMI PREP �DATE FI LITY A N0. 4 REBAR WITH 1" BLUE PLASTIC CAP STAMPED 'PLS 38470; CITY HARMLESS FOR A FIVE (5) YEAR PERIOD, COMMENCING UPON THE DATE OF COMPLETION AND FIRST ACCEPTANCE BY THE CITY OF THE NATIONAL TITLE I UR E C MP 580 064 F JUNE 19, 2)THENCE S53'56 01 W, A DISTANCE OF 194.95 FEET ON SAID EAST LINE TO A NO. 4 REBAR WITH 1" BLUE PLASTIC CAP IMPROVEMENTS TO BE CONSTRUCTED IN CONNECTION WITH THE DEVELOPMENT WHICH IS THE SUBJECT OF THIS PLAT FROM ANY AND ALL __2ffj9 STAMPED `PLS 38470"; POUDRE VALLEY RURAL ELECTRIC ASSOCIATION CLAIMS, DAMAGES, OR DEMANDS ARISING ON ACCOUNT OF THE DESIGN AND CONSTRUCTION OF PUBLIC IMPROVEMENTS OF THE PROPERTY SHOWN # Date Issue/Description Init. THENCE SOO'56'24"E, A DISTANCE OF 64.12 FEET TO THE SOUTH LINE OF THE EAST HALF OF THE SOUTHEAST QUARTER OF HEREIN; AND THE OWNER FURTHERMORE COMMITS TO MAKE NECESSARY REPAIRS TO SAID PUBLIC IMPROVEMENTS, TO INCLUDE, WITHOUT LIMITATION, 1 6/12/2024 CITY COMMENTS AN NOTICE: ACCORDING TO COLORADO LAW YOU MUST COMMENCE ANY LEGAL ACTION BASED UPON SECTION 14 MONUMENTED WITH A NO, 4 REBAR WITH 1" BLUE PLASTIC CAP STAMPED PLS 38470"; THE ROADS, STREETS, FILLS, EMBANKMENTS, DITCHES, CROSS PANS, SUB-DRAINS, CULVERTS, WALLS AND BRIDGES WITHIN THE RIGHT-OF-WAY, EASEMENT APPROVAL ANY DEFECT IN THIS SURVEY WITHIN THREE YEARS AFTER YOU FIRST DISCOVER SUCH DEFECT. IN THENCE S89'03'18"W, A DISTANCE OF 621.01 FEET ON SAID SOUTH LINE TO THE POINT OF BEGINNING. EASEMENTS AND OTHER PUBLIC PROPERTIES, RESULTING FROM FAILURES CAUSED BY DESIGN AND/OR CONSTRUCTION DEFECTS. THIS AGREEMENT TO NO EVENT MAY ANY ACTION BASED UPON ANY DEFECT IN THIS SURVEY BE COMMENCE MORE THAN PARCEL CONTAINS 1,520,374 SQUARE FEET OR 34.903 ACRES. HOLD THE CITY HARMLESS INCLUDES DEFECTS IN MATERIALS AND WORKMANSHIP, AS WELL AS DEFECTS CAUSED BY OR CONSISTING OF SETTLING EASEMENTS ARE ADEQUATE AS SHOWN AND ARE HEREBY APPROVED AND ACCEPTED TEN YEARS FROM THE DATE OF THE CERTIFICATION SHOWN HEREON. C.R.S. 13-80-105(3)(A). HAVE CAUSED THE ABOVE DESCRIBED LAND TO BE SURVEYED AND SUBDIVIDED INTO TRACTS AND STREETS AS SHOWN ON TRENCHES, FILLS OR EXCAVATIONS. THIS PLAT TO BE KNOWN AS RIDGEWOOD HILLS FIFTH FILING, SUBJECT TO ALL EASEMENTS AND RIGHTS-OF-WAY NOW OF ,) PER THE FEMA FLOOD INSURANCE RATE MAPS (FIRM), 08069CO982F, HAVING AN MAP REVISED DATE - -- RECORD OR EXISTING OR INDICATED ON THIS PLAT. FURTHER, THE OWNER WARRANTS THAT HE/SHE OWNS FEE SIMPLE TITLE TO THE PROPERTY SHOWN HEREON AND AGREES THAT THE CITY SHALL NOT OF DECEMBER 19, 2006 AND 08069CO984H HAVING AN MAP REVISED DATE OF 05/02/2012, BE LIABLE TO THE OWNER OR HIS/HER SUCCESSORS IN INTEREST DURING THE WARRANTY PERIOD, FOR ANY CLAIM OF DAMAGES RESULTING FROM FORT COLLINS-LOVELAND WATER DISTRICT INDICATES THE SUBJECT PROPERTY TO BE DESIGNATED AS ZONE X (OUTSIDE 0.2% CHANCE OF - NEGLIGENCE IN EXERCISING ENGINEERING TECHNIQUES AND DUE CAUTION IN THE CONSTRUCTION OF CROSS DRAINS, DRIVES, STRUCTURES OR FLOOD). THIS SURVEY MAKES THIS STATEMENT BY GRAPHIC PLOTTING ONLY. THE SURVEYOR BUILDINGS, THE CHANGING OF COURSES OF STREAMS AND RIVERS, FLOODING FROM NATURAL CREEKS AND RIVERS, AND ANY OTHER MATTER EASEMENT APPROVAL RECOMMENDS A FLOOD STUDY IF MORE INFORMATION IS REQUIRED. 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. - EASEMENTS ARE ADEQUATE AS SHOWN AND ARE HEREBY APPROVED AND ACCEPTED THIS PLAT DOES NOT REPRESENT A TITLE SEARCH BY GALLOWAY & COMPANY, INC. FOR ALL $ BASIS OF BEARINGS: NOTICE OF OTHER DOCUMENTS: INFORMATION REGARDING EASEMENTS, RIGHT-OF-WAY OR TITLE THEREOF, GALLOWAY & COMPANY - INC. RELIED UPON THE TITLE COMMITMENT/REPORT PROVIDED AT THE TIME OF SURVEY BY THE ALL BEARINGS ARE GRID BEARINGS OF THE COLORADO STATE PLANE COORDINATE SYSTEM, NORTH ZONE, NORTH AMERICAN ALL PERSONS TAKE NOTICE THAT THE DEVELOPER AND/OR OWNER HAS EXECUTED CERTAIN DOCUMENTS PERTAINING TO THIS DEVELOPMENT WHICH CLIENT AND PREPARED BY FIDELITY NATIONAL TITLE INSURANCE COMPANY, COMMITMENT NO. — 's, DATUM 1983. IN WHICH THE EAST LINE OF THE SOUTHEAST QUARTER OF SECTION 14, TOWNSHIP 6 NORTH, RANGE 69 WEST CREATE CERTAIN RIGHTS AND OBLIGATIONS OF THE DEVELOPMENT, THE DEVELOPER AND/OR SUBSEQUENT OWNERS OF ALL OR PORTIONS OF SOIJ T COLLINS SANITA TRICT 383 F04843 24, WITH AN EFFECTIVE DATE OF APRIL 15, 2024 AT 8:00 AM. OF THE 6TH P.M. BEARS S 00'08'04" E AND DISTANCE OF 2667.78', MONUMENTED ON THE NORTH BY A NO, 6 REBAR WITH THE DEVELOPMENT SITE, MANY OF WHICH OBLIGA11ONS CONSTITUTE PROMISES AND COVENANTS WHICH RUN WITH THE LAND. THE SAID �.. A 3-1/4" BRASS CAP, STAMPED, IS 20676" IN A RANGE BOX, AND ON THE SOUTH BY A NO. 6 REBAR WITH A 3-1/4" DOCUMENTS MAY ALSO BE AMENDED FROM TIME TO TIME AND MAY INCLUDE, WITHOUT LIMITATION, THE DEVELOPMENT AGREEMENT, SITE AND (APPROVEe�is UDEN DITCH EASEMENT VACATION APPROVAL TEMPORARY GRADING EASEMENT IS FOR THE BUILDOUT OF AVONDALE ROAD. THIS TEMPORARY LANDSCAPE COVENANTS, FINAL SITE PLAN, FINAL LANDSCAPE PLAN, AND ARCHITECTURAL ELEVATIONS, WHICH DOCUMENTS ARE ON FILE IN THE OFFICE GRADING EASEMENT WILL BE RELEASED AT THE TIME OF ACCEPTANCE OF ROADWAY IMPROVEMENTS BRASS CAP, STAMPED IS 20676" IN A RANGE BOX. OF THE CLERK OF THE CITY OF FORT COLLINS AND SHOULD BE CLOSELY EXAMINED BY ALL PERSONS INTERESTED IN PURCHASING ANY PORTION OF A�� ���� \� � C /T C?'A1 C7".1 CC-1'2 f�- .c�.�1 Sa�G �V T•8�7" 7"�" �y � � THE DEVELOPMENT SITE. DAY 2024. l Pro tNo: GNK000010.10 g SURVEYORS STATEMENT: �P/4am'lc7gr- F°'2 7- - - - --- /n� Drawn By: AN I, FRANK A. KOHL, A COLORADO REGISTERED PROFESSIONAL LAND SURVEYOR, DO HEREBY STATE Checked By: FAX g VACATION STATEMENT: THAT THIS SUBDIVISION PLAT WAS PREPARED FROM AN ACTUAL SURVEY UNDER MY PERSONAL Date: 8I16/2023 LOUDEN DITCH _ SUPERVISION, THAT THE MONUMENTATION AS INDICATED HEREON WERE FOUND OR SET AS SHOWN, UNLESS OTHERWISE SHOWN, ALL EASEMENTS DEDICATED TO THE CITY OF FORT COLLINS AND AFFECTED BY THIS PLAT ARE HEREBY VACATED AND AND THAT THE FORGOING PLAT IS AN ACCURATE REPRESENTATION THEREOF, ALL THIS TO THE BEST REDEDICATED AS SHOWN ON THIS PLAT. OF MY KNOWLEDGE, INFORMATION AND BELIEF. s ROBERT BENSON IRRIGATION DITCH LATERAL EASEMENT DEDICATION APPROVAL J z 3 2� NOTE: ANn 4e_z-15PTXb 75 THERE SHALL BE NO PRIVATE CONDITIONS, COVENANTS OR RESTRICTIONS THAT PROHIBIT OR LIMIT THE INSTALLATION OF RESOURCE CONSERVING APPROVED THIS DAY OF 2024. 0 EQUIPMENT OR LANDSCAPING THAT ARE ALLOWED BY SECTIONS 12-120 - 12-122 OF THE CITY CODE. U s r FRANK A. KOHL ROBERT BENSON IRRIGATION DITCH LATERAL COLORADO PROFESSIONAL LAND SURVEYOR #37067 FOR AND ON BEHALF OF GALLOWAY & COMPANY, INC. SHEET OF RIDGEWOOD HILLS FIFTH FILING Galoway BEING A REPLAT OF TRACT A AND PART OF TRACTS B AND C, SHENANDOAH P.U.D. FILING ONE, TOGETHER WITH PART OF THE EAST HALF OF THE SOUTHEAST QUARTER OF SECTION 14, 5265 Ronald Reagan Blvd.,Suite 210. JohnstT. 6 N., R. 69 W. OF THE 6TH P.M., FORT COLLINS, LARIMER COUNTY, COLORADO 970.80 -330080534 970.800-3300 LAND USE SUMMARY RIDGEWOOD HILLS 5TH FILING TRACT AREA (SF) AREA ACRES OWNERSHIP MAINTENANCE AMENITYTYPE % TOTAL A 61,602 1.414 OWNER'S ASSOCIATION OWNER'S ASSOCIATION DRAINAGE, PEDESTRIAN ACCESS AND UTILITY EASEMENT PARCEL CURVE SEGMENT TABLE PARCEL CURVE SEGMENT TABLE B 327,596 7.521 OWNER'S ASSOCIATION OWNER'S ASSOCIATION DRAINAGE AND ACCESS EASEMENT CURVE TAG # DELTA LENGTH (FT) RADIUS (FT) CHORD BEARING CHORD LENGTH (FT) CURVE TAG # DELTA LENGTH (FT) RADIUS (FT) CHORD BEARING CHORD LENGTH (FT) C 34,017 0.781 OWNER'S ASSOCIATION OWNER'S ASSOCIATION DRAINAGE, PEDESTRIAN ACCESS AND UTILITY EASEMENT C1 1436'06" 106.02 416.00 N51'21'10"E 105.73 C53 4059'16" 45.07 63.00 S66'01'40'E 44.11 C2 3222'20" 235.04 416.00 N74'29'03'E 231.93 C54 815'07' 30.53 21ZGO N4939'36'W 30.51 D 124,852 2.866 OWNER'S ASSOCIATION OWNER'S ASSOCIATION DRAINAGE, ACCESS AND UTILITY EASEMENT C3 8911'53' 23.35 15.00 S44'44'1I*E 21.06 C55 438'25' 24.01 296.50 N37'32'02"E 24.01 C4 3'41'39' 44.10 684.00 N4312'52'E 44.D9 C56 52W55' 60.88 66.00 S2721'42'E 58.74 E 32,764 0.752 OWNER'S ASSOCIATION OWNER'S ASSOCIATION DRAINAGE, ACCESS AND U1iUTY EASEMENT C5 8'27'40' 101.01 684.00 N4923'21'E 100.92 G57 1 4710'20' 51.05 62.00 S2238'56'W 49.62 C6 5344'46' 56.28 60.00 N26'908'E 54.24 C58 88'01'03' 23.04 15.00 S213'3$W 20.84 F 45,261 1.039 OWNER'S ASSOCIATION OWNER'S ASSOCIATION DRAINAGE, ACCESS AND UTILITY EASEMENT C7 643'08" 28.91 246.50 N42'34WW 28.89 C59 556'33' 79.40 765.50 S38'48'4l'E 79.36 G 136,311 3.129 OWNER'S ASSOCIATION OWNER'S ASSOCIATION DRAINAGE, ACCESS AND UTILITY EASEMENT C8 4556'12" 220.48 275.DO N2257'32"W 214.62 C60 659'52' 90.56 741.50 N3920'20"W 90.51 C9 5755'11' 328.54 325.00 S61'02'52"W 314.73 C61 1308v 170.00 741.50 N4924'20'W 169.63 H 23,109 0.531 OWNER'S ASSOCIATION OWNER'S ASSOCIATION DRAINAGE, ACCESS AND UTILITY EASEMENT CIO 15'46'05" 165.12 600.00 S65'47'46"E 164.60 C62 935'11' 128.08 765.50 S5114'28"E 127.93 C11 22'04'20' 231.14 600.00 S46'52'34'E 229.71 C63 8719'02' 38.10 25.00 N8953'37"E 34.52 1 36,388 0.835 OWNER'S ASSOCIATION OWNER'S ASSOCIATION DRAINAGE, ACCESS AND UTILITY EASEMENT C12 3210'590 92.68 165.00 S1559'47°W 91.47 C64 471620' 31.29 38.00 N22'38'56'E 30.41 J 325,271 7.467 OWNER'S ASSOCIATION OWNER'S ASSOCIATION DRAINAGE, PEDESTRIAN ACCESS, ACCESS AND Ui1LIlY EASEMENT C13 8817'33" 66.26 43.00 S4414'29"E 59.90 065 5250'55" 38.74 42.00 S2721'42'E 37.38 C14 372TO8' 179.76 275.00 N7253'10'E 176.57 C66 3'922' 35.04 562.00 S70'44'56"E 35.04 K 13,704 0.315 OWNER'S ASSOCIATION OWNER'S ASSOCIATION (PRIVATE DRIVE), DRAINAGE, ACCESS, UTILITY AND EMERGENCY ACCESS EASEMENT C15 0'08'40" 1.05 416.00 S8924'07'E 1.05 C67 715'11" 71.14 562.00 S6520'10°E 71.10 PRIVATE DRIVE L 15,519 0.356 OWNER'S ASSOCIATION OWNER'S ASSOCIATION ( , DRAINAGE, ACCESS, UTILITY AND EMERGENCY ACCESS EASEMENT) C16 3213'41' 233.99 416.00 N7424'43'E 230.92 C68 45759" 16.77 193.50 S241V39'W 16.77 C17 3,01,00" 21.90 416.00 N57118'43'E 21.90 C69 8'48'17' 29.74 193.50 S1723'31"W 29.71 TOTAL 1,176,393 27.006 77.38% C18 1135'07' 84.11 416.00 N4950'40'E 83.97 C70 829'53" 28.70 193.50 SB'44'26"W 28.67 C19 89'45'18' 117.49 75.00 S1'02'59'E 105.84 C71 435'12' 15.49 193.50 S211'53'W 15.49 STREET RIGHT OF WAY (ALL PUBLIC ROADWAYS) C20 4556'12" 243.33 303.50 N2257'32'W 236.86 C72 2'35'16' 3.59 79.50 S1237'09"W 3.59 ROAD AREA (SF) AREA ACRES C21 3913'04' 168.72 246.50 N1935'59'W 165.45 C73 1429'28" 20.11 79,50 S4'04'47"W 20.05 RIGHT OF WAY (COLLEGE ACE.) 23,321 0.54 2% C22 90'00'00' 14.92 9.50 N45'00'30"E 13.43 C74 90100'00' 39.27 25.00 S45'05'42"E 35.36 INTERNAL ROADWAY RIGHT OF WAY 213,126 4.89 14.02% C23 90100'W 14.92 9.50 N4459'27°W 13.44 C75 20'00'18' 27.76 79.50 S131606"E 27.62 [n SINGLE FAMILY LOTS C24 575517" 357.36 353.50 N61'02'55'E 342.34 C76 20'32'57' 28.51 79.50 S3326'44"E 28.36 cf) w = (n LOTS AREA (SF) AREA ACRES NUNBER OF LOTS C25 5755'17' 299.74 296.50 S61'02'55`W 287.14 C77 1923'49" 26.91 79.50 S5325'07'E 26.79 U) J C26 86'40'36' 13.62 9.00 N7525'35'E 12.35 C78 1629'56' 22.89 79.50 S7121'59"E 22.81 107,535 2.47 56 7.07% 'J W W Q O C27 1326'53' 149.75 638.00 S6757'32"E 149.40 C79 2033'16' 28.52 79.50 S8953'35'E 28.37 LL ~ 1D 7- z V TOTAL AREA TOTAL AREA 34.903 TOTAL PERCENTAGE 100.00% LL O (- C28 8640'38' 13.62 9.00 S1115'03'E 1235 C80 846'47' 12.18 79.50 N7526'23"E 12.17 O 1-- f-0 _ 0 C29 18'44' 208.76 638.00 S4512'53"E 207.85 C81 5'50'04" 19.30 189.50 N73'58'02"E 19.29 W O = O Q S8' C30 102'35'11" 16.11 9.00 S74'49'49'W 14.05 C82 3'40'45' 12A7 189.50 N7843'27'E 12.17 LL 11 Q W z LL O C31 1H212" 176.92 562.00 N4451'30"W 176.19 C83 422'46" 23.20 303.50 N7822'26"E 23.19 PARCEL CURVE SEGMENT TABLE PARCEL CURVE SEGMENT TABLE PARCEL CURVE SEGMENT TABLE LL ❑ Z � � O c32 2337'56' S6.30 136.50 S11'43'15'W 55.90 C84 521'04' 26.34 303.50 N73'3D'31'E 28.33 CURVE TAG # DELTA LENGTH (FT) RADIUS (FT) CHORD BEARING CHORD LENGTH (FT) CURVE TAG # DELTA LENGTH (FT) RADIUS (FT) CHORD BEARING CHORD LENGTH (FT) CURVE TAG # DELTA LENGTH (FT) RADIUS (FT) CHORD BEARING CHORD LENGTH (FT) vJ Q J O 11 V C33 90V0'OD' 14.14 9.00 N909'36'E 12.73 G85 628'33' 34.30 303.50 N6T35'43"E 34.28 V- LL = C105 17U1'08' 43.66 147.GO N3725'04'W 43.50 (C143) 1314'55' 7226 312.50 S3918'11'E 7210 (CI82) 5250'55' 33.21 36.00 S2T21'427E 32.G4 J Q 0 J C34 372108" 161.13 246.50 N7253'10"E 158.28 C86 610726' 32.44 303.50 N611T43"E 3242 C106 7959'48" 20.94 15.00 N6651'24"W 19.28 J 1-- Z) Q Cfl Z C35 8817'33° 2234 14.50 S4414'29'E 20.20 C87 4'924' 21.58 303.50 N5611'48'E 21.57 (CI44) 1953'46" 108.52 312.50 N1856'32'W 107.97 (C183) 815'07' 31.40 218.D0 N4939'36"W 31.37 U CL = Z W ::) C107 3013'18" 13.78 26.13 S594642"W 13.62 (C145) 621'OS° 34.64 312.50 N4'42'23"W 34.62 (C184) 18'44'S8' 211.72 647.00 54512'S3'E 210.78 Q = ~ O O C36 10*49'32' 106.19 562.00 N67T17'21"W 106.03 C88 3'4357" 36.61 562.00 S52110'37'E 36.60 Of U) - U C108 29'916' 25.88 51.00 N5836'30"E 25.60 Q Q LL C37 8828'13" 13.90 9.00 N1728'28"W 12.56 C89 319'52' 32.67 562.00 S4828'43"E 3267 (C146) 129'15' 21.46 826.49 S358'09'W 21.45 (C185) 132'01" 15.04 562.00 S71'46'07'E 15.04 0 W O W U O C38 2651'21" 90.70 193.50 N1319'58"E 89.87 C90 253'24" 28.35 562.00 S4522'05"E 48.34 C109 8133'37' 14.24 10.00 N3221'36°E 13.07 (C147) 3'49'04" 20.22 303.50 S4016'52"E 20.22 (C186) 21'45'22' 46.70 123.00 N54'32'26'E 46.42 0 O Z LL (n 1- 2 C39 14'00'30' 46.33 189.50 N654'32°E 46.22 C91 253'23' 28.34 562.00 S4228'42'E 28.34 C110 12'32'22' 32.17 147.00 N209'41"W 3211 (C148) 726'05" 39.38 303.50 N2223'26'W 39.36 (C187) 23'41'27" 87.66 212.00 N53'34'24°E 87.03 0 Q Z O O >W W> of 94'06'24' 87.05 53.00 N4256'WW 77.59 ,J W Of C40 12251'47' 170.48 79.50 N4731'O6"W 139.64 C92 353'41° 38.20 562.00 S39'05'10"E 38.19 C112 7719'44' 110.67 8200 N5120'08°W 102.46 (C149) 2935'31' 124.73 241.50 N1447'12"W 123.35 (C188) 3334'17" 110.16 188.00 N5830'49'E 108.59 W = Q C41 930'49" 31.47 189.50 S75'48'24"W 31.43 C93 117*56' 1274 562.00 S3629'22'E 12.74 Il �`,LI C113 23'05'16' 20.55 51.00 S61'36'00"W 20.41 (C150) 7734'04' 4.06 3.00 N3847'35'E 3.76 (C189) 836'38' 81.45 542.00 N7059'39'E 81.38 W � C42 2624'13" 139.86 303.50 S6721'43"W 138.63 C94 5'46'24" 7.05 70.00 S8712'31"E 7.05 /V Q V � C114 7112'49" 1243 10.00 N5227'43W 11.64 (C151) 4520'50" 87.06 110.00 N5454'12"E 84.81 (C190) 48'40'27" 151.22 17B.D0 S8858'26"E 146.71 Q C43 90'00'00' 14.14 9.00 N8050'24W 12.73 C95 2619'31' 32.16 70.00 S71W33'E 31.88 Q (D ❑ z) Z C115 16'02'14" 12.60 45.00 N73'02'17'W 12.55 (C152) 21'03'57" 58.83 160.00 N4245'46'E 58.50 (C191) 36422" 68.55 107.00 S8259'23'E 67.38 Z Z Q C44 3321'16' 205.79 353.50 55556'37"W 202.89 C96 22b9'24' 27.07 70.00 S4655'06'E 26.90 �/ LL.1 Q 01-1 C45 1723'18" 107.28 353.50 S8118'54"W 106.87 C97 70'35'55" 30.80 25.00 N3523'41"W 28.89 C116 12'40'12" 5.53 25.00 S8120'04'E 5.52 (C153) 5317'11" 27.90 30.00 N2639'09"E 26.91 (C192) 2532'15" 19.17 43.00 S8834'27E 19.01 Of co C46 35329' 24.01 353.50 53719'14'W 24.00 C98 1924'05' 16.93 50.00 N8023'41"W 16.85 C117 33'05'36' 24.84 43.00 S71'07'22'E 24.49 (C154) 5317'11' 18.60 20.00 S2639'09'W 17.94 (C193) 3OW32" 17.28 33.00 S8620'18'E 17.09 C47 815'07° 27.08 188.00 S49'39 °E 27.05 C99 2633'00° 114.22 246.50 S7820'15"W 113.20 C118 2'41'06" 38.73 826.49 S2'46'22'W 38.73 (C155) 21'03'57" 62.50 170.00 S4245'46'W 62.15 (C194) 36'42'22" 74.96 117.00 S8259'23E 73.68 36 C48 4059'16° 62.24 87.00 566101'40'E 60.92 CI00 710'53' 32.33 246.50 56118'180W 32.31 C119 7112'49" 37.29 30.00 S5227'43"E 34.93 (C156) 4822'57' 84.44 100.00 N5625'16'E 81.96 (C195) 48'40'27' 142.72 168.00 S8858'26'E 138.47 Ci20 90100'00" 39.27 25.00 S45W33"W 35.36 C49 9334'25' 89.82 55.00 N46'41'30'E 80.17 C101 323'16' 14.57 246.50 S5551'14"W 14.57 (C157) 96'45'05' 65.52 38.80 N4137'39'E 58.01 (C196) 836'38' 82.96 552.00 N705939'E 82.88 C121 90,00,00, 39.27 25.00 S4459'27"E 35.36 C50 57'49'01' 6256 6200 N29'00'13"W 59.94 C102 90100'00' 23.56 15.00 S8050'24 E 21.21 (C158) 10528'59" 9.21 5.00 N52'45'03"E 7.96 (C197) 3334'17" 104.30 178.00 N5830'49'E 102.81 C122 2821'34' 9.90 20.00 N75'49'47"E 9.80 # Date Issue/Description Init. C51 57'49'01' 38.35 38.00 S29'00'13'E 36.74 C703 3415'16" 177.26 296.50 N5658'52'E 174.64 1 6/12/2024 CITY COMMENTS AN C123 3251'48° 14.34 25.DO S7058'19'E 14.14 (Cl 59) 49'49'35' 130.48 150.04 NBO34'45°E 126.40 (C198) 23'41'27" 91.79 222-00 N5334'24'E 91.14 C52 9334'25" 50.63 31.00 S46'41'30"W 45.19 C104 1554'03' 82.29 296.50 N82'03'32'E 82.02 -- C124 90,00,00, 39.27 25.00 N45'00'33"E 35.36 (C160) 6425'54" 112.45 100.00 N2327'02"E 106.62 (C199) 22'41'49' 44.76 113.00 N54'04'13'E 44.47 C125 60'41'05' 21.18 20.D0 N59'38'54"W 20.21 (C161) 1418`52" 182.14 729.04 N1'36'28"W 181.67 (C200) 5415'19' 66.29 70.00 N625803"W 63.84 -_- C126 90,00,000 14.14 9.00 S45'00'33W 1273 (C162) 1726'02° 121.73 400.06 N310'03'W 121.26 (C201) 14415'19" 12.59 5.00 S72'01'57W 9.52 C127 9115'21" 7.96 5.00 N4537'12"W 7.15 (C163) 21'39'06' 222.27 588.18 Nl'03'31'W 220.95 (C202) 125'44'41' 43.89 20.00 S6258'03'E 35.60 C128 3411'53' 14.92 25.00 S71'39'11'W 14.70 (C164) 1026,36, 18.92 103.80 N1314'00'E 18.89 (C203) 90100'00" 23.56 15.00 N9'09'36"E 21.21 - - ---- - S C129 8959'03" 18.85 12.00 N4459'31"W 16.97 (C165) 3520'38" 55.52 90.00 N3629'17"E 54.64 (C204) 12544'41" 87.79 40.00 N6258'03"W 71.20 y C130 6447'38' 21.49 19.00 S5634'51"W 20.36 - - --- -- --- _ -- (C166) 31'50'47° 55.58 100.00 N3814'13"E 54.87 (C205) 90T10'00" 70.69 45.00 N4505'43"W 63.64 s C131 51'42'42' 17.15 19.00 S50'46'18°E 16.57 (C167) 13'49'19" 25.27 104.76 N1514'59"E 25.21 (C206) 12'43'54` 78.55 353.50 N6615'18'E 78.39 C132 90'00'28" 18.85 1200 N45'00'14'E 16.97 ---- - - - 4 C133 3'456' 20.21 303.50 N153'54'W 20.21 (C168) 21'46'46" 227.38 598.18 N059'41"W 226.01 (C207) 828'03" 43.82 296.50 N5916'13'E 43.78 --- -- - ---- -- C134 29'44'03" 12.97 25.00 N75'07'25"W 12.83 (C169) 1726'02° 118.69 390.06 N310'03"W 118.23 C135 90,00,00, 7.85 5.00 S45'00'33'W 7.07 (C170) 1418'52" 184.64 739.04 N136'28'W 184.16 A C136 90100'33' 14.14 9.00 N4459'43"W 12.73 (C171) 642552' 101.21 90.00 N2327'02°E 95.96 a Project No. GNK000010.10 a C137 2811'33' 4.0 9.00 S7554'14'W 4.38 (C172) 49'49'35' 121.78 140.04 NBO34'45"E 117.98 - ----- -- --- G138 61' ' '4752 26.96 25.00 S3054'32"W 25.68rawn By: - _ AN g (Cl(C173) 10528'59" 27.62 15.00 N52'45'03"E 23.88 Checked By: FAK C139 90'00'30" 91.11 58.DO S4459'45"E 82.03 (C174) 4437'27' 223.92 287.50 N6T41'50'E 218.30 - -- --- g Date: 811612023 C140 94'06'24' 126.47 77.00 S42'56'48°E 112.73 (C175) 5250'55' 85.78 93.00 N2721'42'W 82.77 C141 2710'22' 58.32 122-96 S928'28'E 57.77 C142 2251'41' 49.10 123.05 S3429-30-E 48.77 (C176) 4622'27' 25.90 32.00 N2214'S9'E 25.20 (C177) 88'01'03" 13.83 9.00 N213'34'E 12.51 ( / Z 3 Z� (C178) 556'33" 80.02 771.50 N38'48'41'W 79.98 a (C179) 659'52" 89.22 730.50 N3920'20"W 89.16 _/�) x (C180) 1224'ff 158.10 730.50 N49'0216'W 157.79 2 (C181) 41'04'05' 22.94 32.00 S25'42'03'W 22.45 SHEET20F6 RIDGEWOODHILLS FIFTH FILING GallowayBEING A REPLAT OF TRACT A AND PART OF TRACTS B AND C, SHENANDOAH P.U.D. FILING ONE, TOGETHER WITH PART OF THE EAST HALF OF THE SOUTHEAST QUARTER OF SECTION 14, 5265 Ronald Reagan Blvd.,Suite 210 T. 6 N., R. 69 W. OF THE 6TH P.M., FORT COLLINS, LARIMER COUNTY, COLORADO Johnstown,C080534 970.800.3300 OVERALL BOUNDARY AND EASEMENT VACATIONS GallowayUScosi I if LOT 3 14, VICTORIA ESTATES o LOT 9A, VICTORIA 10 ESTATES 3 Q VICTORIA ESTATES e _- UNPLATTED w132 REC. NO. 94093068 W < o -, K< \ U W w m z m N= \J x0 SO'09WE 2667.78' W o z " m f m EAST LINE OF THE SOUTHEAST QUARTER �z m z <w� € ;5 w o �� � � � v4�i m3� OF SECTION 14 - s BASIS OF BEARINGS - - - - - - - - - - - - z " y z o — — — — — — STATE HIGHWAY 287 COLLEGE AVE.) — — o ^c6 S8145 04 E c < r= z`v" RIGHT OF WAY VARIES za SO OB'l YE 9.22' 0104 W a S5 S9'36"W =ti REC. N0. 20190026073 - - (1 y � U Y 6 4 U TRACT A z N w m NZ3 ti �O ?UO 10,DRAINAGE s 6 EASE6IENT i FOUND NAIL AND WASHER TRACT B N STAMPED "LS 38470' SOUY4,FORT COLLINS SANITATION DISTRICT, AND FORT COLLINS/ _ LOVELAND WATER DISTRICT, N58'40'50'E \ / ESS AND DRAINAGE EASEMENT R NO. 97085966 TRACT F \ \\ \ \ , STRASBURG DRIVE w F SHENANDOAH PUD FILING ONE \ r J N F-m REC. NO. 97085966 I 9s�Fy a o I z U = Q NO'00'33 E 203.60 TRACT C o N J ~ W O W s yob = z OU ?s?\\ N45'5707"W N5426'41'E LL ~ O L ILLO I- °� \ ti 34.77' 21.64' =s = Z I � ¢ 0 n -L 0 N44'18'47"E W� TRACT F O n ~ C) 8.55' a �� I Z � � ZOU = Oo FOUND NAIL AND WASHER !`� v °a w Q W Z STAMPED 'LS 38470' '�� I ®N LL = z _ O / TRACT B SO56'24 E U Z LL O SHENANDOAH PUD o�� O ~ J N4720'08"E FILING ONE a s o 5 a 53530'24'E Z O a zo so 10o p�� s 25.54' # z ir 1 O6'07°E 26.42' — 52.06' 1 Q J O U 60'1217 W 34.21 — J U_ } \ 5 . REC. UNPLATTED 6479 I w I J Q J Z SCALE:1"=100' OF \` \ I ' I ZZ V d = Z W TRACT C TRACT G _ O T- O SHENANDOAH PUD FILING ONE I � I � Qcn U 0 L_ pw 0 � LEGEND \ I I o w w W 0 ~ LLJ OWQ PROPERTY LINE \\ LOT 0T 29 I I Q Z � -- - ADJACENT PROPERTY LINE \ D VISTA WAY LOT 28 I 13 w � U) 0- ILL, ZLOT LOT 12 I I °O = W — - - — - - — PLSS SECTION LINE OT 1 LOT 27 � J I ,�'�r p Q < Q Q 0 - - - - - - - - �� / OT1 Spa oo Z EXISTING EASEMENT . TRACT H T 26 3 N Z Z Q LOT 9 LLJ O N ALIQUOT CORNER(AS DESCRIBED) + i 4 OP/ OT LOT8 LOT LOT 14I2 T m FOUND NO.4 REBAR WITH 1"BLUE PLASTIC CAP • STAMPED"LS 38470'UNLESS OTHERWISE NOTED. SET 24'#5 REBAR WITH 1-1/4'PURPLE FOUND NO. 5 REBAR �P \ oP:Yj LOT 8 LOT 15 \ JpVp Q PLASTIC CAP,STAMPED'PLS 37067'UNLESS WITH 1-1/4' \ �O� LOT 5 TRACT I LOT 16 OTHERWISE NOTED ORANGE PLASTIC CAP �� / LOT 4 I I O FOUND NO.4 REBAR WITH 3/4"GREEN STAMPED 'PLS 16109' TRACT E \ �QQ LOT 3 \ �? PLASTIC CAP,STAMPED"PLS 34995" TRACT D yF7j. LOT 2 O I 1 REC.NO. RECEPTION NUMBER _ \c LOT 1 LOT 21 \ \ I I o # Date Issue i Description Init, ALL HATCHED EASEMENTS AS SHOWN ON THIS o 0 0 0 0 0 0 0 0 ~ \ PLAT SHALL LB AND ACCEPTANCE BY THIS OPLAT AFTER TRACT K MAROON VISTA WAY J �' J J J J J J J LOT 20 \ \ I , T - / I T AN TION REPLACEMENT UTILITY AND DITCH - - FIELD VIEW DRIVE LOT 19 \ \ \ I I U Q LOT18 o T1 \ \ \ \i/ I �12 I m ��do�J -- - ----- Q Jo 0 0 0 0 0 0 0 0 0 0 0 0 o LOT16 F= m <4 __ 1 ' 78.81' TRACT J = UJ FOUND NO. 5 REBAR I NO"05'43 W 1671.22' WEST LINE OF THE EAST HALF OF THE — — NTH 1-1/4- o M SOUTHEAST QUARTER OF SECTION 14 ORANGE PLASTIC CAP o TRACT F -- $ STAMPED fiLS 16109' TRACT B ^� `�/` o TRACT A RIDGEWOOD HILLS PUD - -- - RIDGEWOOD HILLS 3 ? RIDGEWOOD HILLS 3RD HUNG - US HWY 287 FOURTH FILING a Q= FOURTH FILING a g LO dj� F W SySyo \. W W 76 37'W 04 F- Project No. GNK000010.10 S W W Drawn By: AN F 0) Checked By: FAK 3 Dale: 8/7 612 0 2 3 fi 23 �2�{ 0 a 3 SHEET 3OF6 LEGEND PROPERTY LINE REC. N0. RECEPTION NUMBER RIDGEWOOD HILLS FIFTH FILING Gamilloway BEING A REPLAT OF TRACT A AND PART OF TRACTS B AND C, SHENANDOAH P.U.D. FILING ONE, SECTTION 14,,T. 6 NN..,,R. 69 W. ADJACENT PROPERTY LINE PARENTHESIS EXCEPALL EASEMENT T FOR ACCESS EASEMENTS TOGETHER WITH PART OF THE EAST HALF OF THE SOUTHEAST QUARTER OF SECTION 14, / WISIONS ARE IN TH H 3-IOUND le BRASS CAP - -- -- -- PLSS SECTION LINE (DIM) \ / Sohn Ronald Reagan Blvd.,Suite 210 T. 6 N., R. 69 W. OF THE 6TH P.M., FORT COLLINS, LARIMER COUNTY, COLORADO b 9 / STAMPED •Is 20676 IN RANGE BOX Johnstown, 0.330080534 INDICATES A NON TYPICAL AREA EXCLUDED �6� PFc Fq or/ / I s7D.800.3300 - - - - - - - - EXISTING AND UTILITY EASEMENT ® FROM THE BLANKET EASEMENT ON THE TRACT. �� `� ��� 'Po / � GallowayUS Com ACCESS EASEMENT(ITALIC) 'y P- PARCEL LINE SEGMENT TABLE PARCEL LINE SEGMENT TABLE s &• ---------------- DRAINAGE EASEMENT RIGHT OF WAY DEDICATION * J / \ AREA TYPES EXCLUDED FROM BLANKET EASEMENTS /J, AREA OF NON TYPICAL EXCLUSION LINE TAG # BEARING LENGTH (FT) LINE TAG # BEARING LENGTH (FT) SITE o \ EMERGENCY ACCESS, ACCESS EASEMENT TYPICAL EXCLUSION ( � ~ \ A L1) N89'59'2TW 16.09 (Li 6) SOUO'33'W 15.00 / ALIQUOT CORNER (AS DESCRIBED) DE DRAINAGE EASEMENT 67.00' (1_2) N4459'27'w 45.25 (L17) N8s'ss'39'E 7.50 s' soG / v�` TRACT F FOUND NO. 4 REBAR WITH 1" BLUE PLASTIC CAP o 0 oS>. o SHENANDOAH PUD I STAMPED "LS 38470 UNLESS OTHERWISE NOTED. * -TYPE A M 2,077 SF M (L3) NOroo'33"E 28.00 (L18) SOroO'33°W 5.83 d k�F FILING ONE PAE PEDESTRIAN ACCESS EASEMENT _ SET 24" # 5 REBAR WITH 1-1/4" PURPLE 67.00' (L4) S8959'27"E 20.00 (Li9) s895s'39•w 7.50 REC. N0. 97085966 O PLASTIC CAP, STAMPED "PLS 37067" UNLESS LIE UTILITY EASEMENT qr OTHERWISE NOTED (Ls) soroo'33'w 8.00 (L20) soroo'33'w 15.00 I AE ACCESS EASEMENT o 56.00' o (L6) S4459'27'E 45.25 (L21) N8959'39'E 7.s0 DETAIL C FOUND NO. 4 REBAR WITH 3/4' GREEN * TYPE B 1,56. SF SCALE:1'=5' EAE EMERGENCY ACCESS EASEMENT 56.00 PLASTIC CAP, STAMPED "PLS 34995" � (u) S89'59'270E 7.69 (L22) SOro0'33'W 7.55 ---- -_- 1 PR PRIVATE DRIVE 55.00' (LB) 54555'38'E 11.00 (L23) NOroO'33°E 14.89 0 0 (L9) S44'922'W 9.DO (L24) N54102'12'E 3.05 / ` `\\ 30 UTILITY-EASEMENT �� 1 * _TYPE C M 1,705 SF M (L10) S4555'38'E 7.29 (L25) N3557'48'W 44.42 55.00' I { (L11) N4438'53'E 11.38 (1_46) S32'05'161 35.66 44.42' ^ (L12) S4521'07"E 15.00 (L47) N39'01'06"E 51.79 - Q4 •t �� IN 151/ /� I GP�� i I / I 1 \ -TYPE D N 1,140 SF N (L13) S443853 W 11.23 (L48) N5347'09°W 5.82 �� 44.42 15 \ �P��cN:�cT'' .`\ / • I' / %I ' (L14) SOIWD4'E 14.29 ` � I N82 '18"E 94.5Y)�" I I r LI5 S8959-39-W 7.50 e / ' f / T o 67.00 o N58'40 50 E , EASEMENT 9' UTILITY A�A� 'I� / S8404'01'E ^ # 0 2,206 SF S `� EASEMENT / s12 1 W I ,� 7�) / �sss - E E `� 67.00' aO LINE TABLE CONTINUED ON SHEET 6 / / 32'93 FOUND NAIL AND WASHER REC. N0. 9708596 I REC. N0. 94093068 STAMPED "LS 38470" 1 OWNER: (55434 �aF �\ I PtaNA t\ON j / I� / 9.01') ^ 49.71' ^ / I FORT COLLINS / 2p IpgtGA EH / � CITY OF ?sss• \ BENIy EPA / I ' / ^ / / * -TYPE F 1,276 SF ` �� i ptSg41A 13 \ � N 49.71' N /L26 15' UTILITY EASEMENT -TYPE G 1,406 SF s>•�9s �\\ i; / �3' / '/ �irs� \ , 54.79' 0 10 20 50 ti� ` I ' 62.08' �LBs) 8,343 SF ^o SCALE:1'=50' �F �/ fir. w J w _ ri 1,594 SF i; Q ds. I o lao� rn m 9L \ to \ TYPE H a LIO)\ % mob- 4 v< 9' UTILITY , \ ,�\ / / / / '`°�'/ �\ / N 62.08' N be.cA/ ��/�,�r, '��� TRACT A I '> V H �' - (A EASEMENT �'J \, i .t 1// X�, // °�/ c4��\ \ �/ _ / � `C�� ,?J L13�f S°A� �o / � 614102 AC I � °N° 3 `���l z () = I" � Z 7,5' AR ESS AND ` �i aRS°/ SD / SeFp� �S�b. //\ ~�rf v, ���/ /m/ DIE AE, UE I ¢ s t11 J Q Q' J TRAIL EASEMENT `�\�'i / / F 'Pfy `` s \ y t�{�" 9 / \l t�» / / \ /� sus• / y1 cWOOJ I x `� w LL1 O \J 1/ / / �r4�/ \ �J F /� • / �y\� �`/ g s�j F �/ /� I = � IOW LL ~ O = Z U 0 CO ALL 0a � p \ \ A a - SEE DETAIL B I U _ Q \\\ �\� 4'9 \...... \(!\4554'54'w /rye s � - -- / - --J�k �1j - -\ - - IGHT OF WAY Q 0 W (q LL 2' s.os') DEDICATION _ 2 Z _ O NOroB'04'W I 23,321 SF ( 1- J aypq�`opi RRIGATION (7.07 I / s'6\ e� �° tij-n.5s' I 0.535 AC I Z_ O DETAIL A G EASEMENT \ � /Ng / \ s 4, NBB'04'07•W J O SCALE:1"=20' •O =�' , I S• 4,951 M .3� N I ti \ \ ?S �F I j I � Q _ O a U ^la„G.'p,' LOUDEN DITCH �b /�y �\ I 'o% ,o I I { a 13.88' 1 155 LL = >- "�' (9.00' "^ j \s3" �� 9 G 9 11 � Q J r z SEE DETAIL C / i sts� \o s$ i h {' I' ' \ . tbos' -6 SF _ ~ Q= w { _ TRACT B ��� 1 U a Z = C113 ��s FOUND NAIL AND WASHER �t i ^ \ r o� I -m �? - "{ill 37 529 A x _ (/) O O 3 w j 7 p A E STAMPED 'LS 38470' , �j9\"6rs ` y �I { l � AE I I I Q O LQ U LL a\ LDTE CT A " ' .`5'• ` z z � 'L ���.'��JJ I 1 a r E, uE N47225.54' y� I \\I . _� /�I i I z LU O W Kg 6� , F S81'45 04 E O O LL �NBBD407W PRIVATE N DITCH BENSON I 9.22' I O F- O LL (n TRACT B �9 NB>bj2�� y 85 / / r {jJ \l / I / / IRRIGATION DITCH LATERAL EASEMENT ��FOUND N0. 4 REBAR Q W O > Q DIE AE I 10.06 NOTE: y 1 / / / �� � ��� 1. AREAS EXCLUDED FROM BLANKET ' \ I , ' WITH 1° RED PLASTIC CAP = Q STAMPED 'LS 17662' W U) � �>>s EASEMENTS ARE PARALLEL TO \ I 1 I W w �_ N733T52'w >s9s) (NsSmYo w t836' RIGHT OF WAY UNLESS NOTED III 28.5' �i i J / ' \ \ \ 4Y/l _ _ _ ff nn Q ( w OTHERWISE. \ i / r / \ C11$ I V Q ( J 2. .TIES TO EXCLUDED AREAS ARE 29,PERPENDICULAR I / �5895�2TE 14Z44):T • I �_ z Z Q $1232'Zj �/ \ 'qw) �b . PRIVATE ROBERT BENSON F UNLESS NOTED BYOTIESH NTH OF WAY 7.5' A SS AN r!�f IjJ Q SEE DETAIL A TRAIL EA ENT \ / F / Fq�p �\ _ �V9QL0¢'f�1114' / �, � L•� m g842') / �9�✓' TRACT B IRRIGATON DITCH LATERAL EASEMENT `U BEARING STATED. I �j / sP-yk 3210E, % �> DE AE N 3 C ✓ k -Fy�9� \ (58959'27"E 136 75') Cjyy. {� \(N7/ (4J525" o N4418 47 E r -I I tip/ 15Lb'� r I 8.55' - - - - - - - I \i P'. 15' UTILITY a. o 3 N90ro0'00•E 225.67' �i• .\ EASEMENT z P? No % N0 '51'E \\ I�NI �F I / -_ 27.00') o `9- .F . ' ��» I{ W f I (SB7f010E 13fIBJ cne N 455T07°W o o © r� I �( 22' EM[=RGEN Y ACCESS rs�¢59 34'n \; \ z 18,032 SF 8 I AND ACOESS EASEMENT # Date Issue i Description Init. �I / f I 1 6/12/2024 CITY COMMENTS AN UTILITY TRACT B - - N90ro0'00'W 205_57' - - -� p w FOUND N0. 4 SHENANDOAH PUD FILING ONE \� \' 30' UTILITY�I I REBAR, NO CAP 6' UTILITY EASEMENT I UPGRADED WITH LOT 14 - \ L EASEMENT (N8959'27 W 248.35') 1-1/4• PURPLE - SOD073'w r- - - =- -} - �5 PLASTIC CAP VICTORIA - -- -- ---- -- - DETAIL B - ROBERT BENSON DITCH 270Q. / (sss5�sz7'E 247A6'�' EMERCl1ICY A85d .� I �' STAMPED I ESTATES _ SCALE:1'=40' _ ,� LS 37067' II {� / / MERGES EASFMOS '` , 1 I 3 "P C13 <* 14.Gl0 w,� ,i�� � ,/�� l - - - -- -- a " I Cl33 (L1) 7L ). .� ' �r'f,/!.'I /,• I I to ---- --- g -- -- - - --- -- I l NB95927W 13334� - g -- - - E4 '• FOUND N0. 4 REBAR 6'EMERGENCY ACCESS C12C12�- I % ,/ AND ACCESS EASEMENT ^' g I '// ,_,, WITH 3/4' YELLOW - - - -- - - I .' I PLASTIC CAP, ILLEGIBLE 1 --- - - --- - Not>o L4f 1 NB9592rw 2mowo' zzoo` I 20' UTILITY - Y 3 EASEMENT o I N90_'W00°E 231.60' - - - s 0.1' Project No: GNK000010.10 63 FOUND N0. 5 REBAR FOUND N0. 5 REBAR I F^ I O o I VICTCN2IA DRIVE -- - Drawn�: - AN WITH 1-1/4' WITH 1-1/4° I rn iA w a ORANGE PLASTIC CAP ORANGE PLASTIC CAP o p l o0 16.685 SF M - 8 a I Cfledtsd BY FAK 8 STAMPED "PLS 16109° STAMPED "PLS 16109' $ tq n �I o Date: 8/16/2023 N5426'41"E 11 N n z 21.64' N90ro0'GO°W 231.60' \ \ 1e/��i� '✓, (Ct $ W - - TRACT B 3 , Z 22'DEMERGENCY ACCESS , MATCHLINE (SHEET 5) F q�Fs°, ``''91`'Ga;. l I h 37DE9C ss EASEMENT I. g AN ACCESS AE { 9�� 8 / k ' G\ N90ro0'00°E 2 25.67' I� �� 34,017 SF 1 a Iw �_ I % ' V j{N i a � SHENANDOARAPUD CT CFILING ONE GP '� TRACT C I m LOT 9A4 L1rtrr 3o FPS '2Ry ' ICTORIA 0.781 AC I I o I 5' U LITY ESTATES DE, PAE, UE + Q © • EASEMENT I I o g I 1 SHEET 40F6 9' UnUTY,,__. ;-� z 18,032 SFo I RIDGEWOODHILLS FIFTH FILING GallowayBEING A REPLAT OF TRACT A AND PART OF TRACTS B AND C, SHENANDOAH P.U.D. FILING ONE, TOGETHER WITH PART OF THE EAST HALF OF THE SOUTHEAST QUARTER OF SECTION 14, 5265 Ronald Reagan Blvd.,Suite 210 T. 6 N., R. 69 W. OF THE 6TH P.M., FORT COLLINS, LARIMER COUNTY, COLORADO 970.800.330080534 970.800.3300 1 W. 4.17W 1 SEMEyT f , i i W FOUND NO YELLOW I GallowayUS.com CD C12 (D�959 W 6483D)rEME / 3 FOUND N0. 4 REBAR C127 / 9. $ S I PLASTIC CAP, ILLEGIBLE 27..00' i 20' UTILITY (L4>J I N893917W 116.Gb' I� L 22 3 I EASEMENT - o N90WGOYE 231.60' mlca I FOUND NO. 5 REBAR FOUND NO, 5 REBAR �I �F I� NTH I-1/4' WITH 1-1/4• N � W © ORANGE PLASTIC CAP ORANGE PLASTIC CAP I I g I . STAMPED "PLS 16109" S89 " STAMPED 'PLS 16109' N5426'41"E 111 0 I$ 16,685 SF qM \ / ' 21.64' I )• \ \ \ \.\ ERGENCY ACCESS 6 �•1 / (CI '� JIIW- - - N9000'00'W 231.60' - - I II \ \J` \ 7!•g18 Sr / SS��ry /p. `�0.9�yc91i� I �I z�� ACTB 3�7�,�96 $F ANDEACCESSS EASEMENT MATCHLINE (SHEET4) fggpcA/ � G�\ I I� DE, AE I � .N \F 8 •/„� 4).f , / N90'00'00'E 225.67' tg W $ ` 8 TRACT C TRACT C u� SHENANDOAH PUD FILING ONE �1� 34,017 SF Imo ; 3 CF ck\� 0.781 AC - a, i f, I * �� o T 0 pC\��> ,\`7`}' i V I w >j o I 8 ,`ASEMENT DE, PAE, UE o ® W I 18,032 SF y. 9' U11LlY z 187.86' �/ ,/�J7�� EASEMENT F` `f• 0 .3 / , (N89'59'27'W 134.01') a sbp• I 0.4 LO n Cb 4. � 1, 150.26' .J_ z o , 150.2fi' /' ' 1� ^�//row' TRACT D `4'`y1' IRRIGATION ,h, (N89'59'27°W --- (N89 3'5Z°E \ A2�%f�• - - - - 0 124,852 SF % EASEMENT i o O _ _ - r - - - - 157.73') J� 15.33') � y - - - - _ \ N90'00'00"W 205.57' L3j I a 17 / cF 3 2.866 AC f- - (109.01') ! \ k LOUDEN DITCH o �$495313'W 13.97'} -, \ \ 26' EMERGENCY ACCESS L15 m o SW47'43'E 67.00' \ /� DE, AE, Ur. - N895927 W 220,39 NUM.5 (N89'43'S2'E \ n\ AND ACCESS EASEMENT L17 f z o / p ^z 20' IRRIGATION Cts• `� e (NO'0033 E 3.80') EASEMENT NORTH ' 5.56') \�,• \- - - - - (N89'59'30'W 244.50') (LI8 v 8 -TYPE A / 1C :'' �R �yti > 3.80') 2&5' - - - 13 4 J3F k ' m LOUDEN DITCH ?3. - \ ' �% 223.'lT'-' ( � f 1 5282) 50'E / , , g'7 �R 1 ,AE : \ � 1 C n CASTLE VIEW DRIVE - -- N8959'27'W 25&40'- o _ €AE, \ �+ 9' UTILITY l - 57' RIGHT OF WAY 17.05 / C , .LIE. 9 \ OJ EASEMENT \/ sfis 4T43'E 67.00' f 3 pS J 12 i _ 397 21� TRACT B / } �- (L=20.61' 2&5' - - -,- - - - - - - - - >- r-- RIDGEWOOD HILLS -TYPE A �pd * 2t� / R=296.50') 1 I 9' UTILITY EASEMENT ---- --------------- - -- -- I S Tp / T 30, UTILITY 20' IRRIGATION EASEMENT (S89'59'33'E 241.95 f FOURTH FILING 5( I sy \ 61 / R� / (CI58 (109.01') EASEMENT NORTH LOUDEN DITCH J-` _ N8813'50"E C104=''i W 51.87') 198T 159 - (58959'27'E 220.89') } ��I it - - N90WOO"E 231.60' S89'47'50'E 5&00' J o # o \ �y 61 \ / �0 9' UTILITY 28.5` 28.5' -RIGHT OF WAY -TYPE C I M I , \ / �i I SS66'44'53'E/' EASEMENT ^ g DEDICATION UE / `2o.os'y'' / I W p W `�.f; D.7 23,321 SF {Ns'44'S3"W { t' 0.535 AC 1so4' I � />' I I g g \ 16.50') ,1 �' S < 0 16,685 SF o SB9'47'42'E 67.00 SITE IANCdE r / E ` �2 / 8 # po ; Q sEMENi / t "hk� ssss°F TRACT F I m -TYPE A ; 3Z764 SF e o� N53'47'09'W / /^'`�0a�1691 \\ ig w 45,261 SF I 3 I I I 30' UTILIIIY I 1& ✓t V 14.67' / �y\ 1\ 1.039 AC I � II - - - N90'OD'00'W 231.60' - - I EASEMENT (A 0.752 AC Sly AS\ oP w W 2 (L19) N8953'23' I Z ~ z S89'4742"E 67.00 I DE, AE, UE * S53'47'09 2 7s\ \E`� � \\ / /� DE, AE, UE I I f U = ~ J o 16.49' / 11.25 Y` ,Tel p/�\ e4 \a \ N 15' UTILITY EASEMENT 21.63') J QOf J �jy I �y s� 14.21' I I L21 unuTY * -TYPE A $` \ ""8' S53'47'B0'E \ O� Y\ I C I (L22 ! `� EASEMENT LU LLI z Q z,v' I q SITE TRI GLE `7 \ I ` 10' PUBLI 9' UTILITY EASEMENT __ __ _ Ll f ^I 4.89 I I �7� / EA ENT s 27.38' \ \\ F\ ACCESS I _ - - - - 24` EMERGENCY ACCESS N895 ' W 2 ' '// I I U. LL H U (L=16.18' irj, \\\ \\EASEMENT FOUND NO. 4 REBAR I AND-AECESrsEA3EMESS - (S89591 �� ,a„ v O H_ d O • r S89'47'50'E 67.01 I .` I 6� / R 296.50') i �• �\ \ 'NTH RED PLASTIC CAP I ti I%, -'7 9 * I I 6' UE yS •E, QY ,\& / i/ F= P �'( `\ STAMPED 'PLS 17662" 2-- - - 5 I ~N W O - '� -TYPE A o i l LRS) \ L L � _ a r�r S� N89-OS46-E 69.8s S89'52'49"W 641.21 - 39•s8' I z O 16,85' I z sj b�// ! ' NS 4 FUASElIFSt i I I S1O6'07'E LL = Z LJ O L f9 28.5' / o '+i �\ 3 66' ) I 126.42 ¢ U N J 47'50'E 55.00' < �Sj `t q1 i0_58 z LL oz O S * -TYPE C W I * 28.5' .49' f !¢2 SB9lS4YW 67.00' 1 I I \ 3 Z J W O V M y, S60I2'17'W UNPLAITED (n Q O f- "; I fq �2f7 ��A 9' UTIU / NS onGry * -TYPE a i II I� 34.21 REC. NO. 2002077968 `> I J Q } t84Y I- I EAM i ><i f9 'a 7.00' I I o Q J ~ 8 S89'4Y50'E 67.00' 1 ' l ` / / 0.2Y * �IaT W 7 (TIE) I- I � Q Z 13? * _TYPE A \ / , �, / '�' F ' c I S89'13'a2'w s7.oG' �g GI LIa LEGEND U a 2 z w VI Iv 3 = Q F = O 18,71' \ �' \ / / �' 1.3a n ��'. I -TYPE A I `. � * '' TIE I is r AREA TYPES EXCLUDED FROM BLANKET EASEMENTS Q Q H U O ^• I o I PROPERTY LINE Q Q W U O � f�, W I SEIVSaz'W 67.00' ADJACENT PROPERTY LINE TYPICAL EXCLUSION v I 0 46 O Z LL \ �Sj .7" G '(\' a\ �/ 3 �- * -TYPE A I I I ----- - Cn 0 Q Z O W\ E t. *�lyf�F N , o I PLSS SECTION LINE 67.00' I J O Q GG s) I - - - - - - - - EXISTING AND UTILITY EASEMENT b a W �' --I 9.33' r4 ' n c \ S tio' kS \ 45 Qz 3273' * \ S89'1S42'W 67.00' * -TYPE A 2,077 SF = W & +y� ACTH 44. I (sesro3'4s°w - - - - - ACCESS EASEMENT(ITALIC) Of (nCD , TYPE A 40.00' W .L34 _ �f '� .�, o / a'• ^' 8ts� 3.Y - --- ---------------- DRAINAGE EASEMENT Q U O' �L-3� .o , �' ��o es aV� 23109 SF - ! ) 1 67.00' _ 2 W o� tr \ 0.531 AC W AVONDALE DE, AE, UE I 1 1 - - AREA OF NON TYPICAL EXCLUSION I Q (D Z) Z P 76 ROAD ?� ti* / S�v I\\ Ti \WAY \ ' 34W9 I I * -TYPE B � 1,008 SF � I - Z Q RIGHT- _ �i Ss S 58913'4Yw s7.00 �N/ PER ORIDGEWOOp HILLS / �4Y // T �'�� _ ^ _TYPE A i o ALIQUOT CORNER (AS DESCRIBED) 56.00' 1.f. m URTH FILING fh �� >s'�• \ / \"\ FOUND NO. 4 REBAR WITH 1" BLUE PLASTIC CAP o EASEMNT n: \ S4614'06'W / J..� STAMPED "LS 38470" UNLESS OTHERWISE NOTED. 55.00' Z (N2017'07"E /m c eS 4.91' PF ' / 136 311T G a^>i I _ " o 0 20.90') SET 24" # 5 REBAR WITH 1-1/4 PURPLE * - 1,705 SF _ (9.45' S2017`07'W / * \ q ° 3.129 AC O PLASTIC CAP, STAMPED "PLS 37067" UNLESS TYPE C "' "' I \\ � - DE, AE UE �� OTHERWISE NOTED 55.00' 1 17.40' / P ctn G N Q Cm I FOUND NO. 4 REBAR WITH 3/4" GREEN 6� ANTS r� 4-40 PLASTIC CAP, STAMPED "PLS 34995" ^ 4-4.42 # Date Issue I ENstxiption Init. �` �1 * �' * `R 1,140 SF `� 1 6/12f2024 CITY COMMENTS AN BLOCK 1 \�l4 - - -- LOT 1 )���• 1,h 1 � 0 10 za 50 -TYPED N N a 3,117 SF \ ~ REC. N0. RECEPTION NUMBER 44.42'U-S -- / SCALE:1"=50' I _.- T PEDESTRIAN S8954'T7'w (DIM) ALL EASEMENT DIMENSIONS ARE IN - - ACCESS EASEMENT Ii7.45 c * 1 1'� \�'\ DIM PARENTHESIS EXCEPT FOR ACCESS EASEMENTS o 67.00' o I LOT 2 /� G 0 \ 'A \ \ I I * -TYPE E 2,206 SF w N 1,773 SF / v ^ L51) \ a w� © INDICATES A NON TYPICAL AREA EXCLUDED 67.00' m 1Tw 1 I11 c1 STE TRIA�xE s1' ' \ \ L24 FROM THE BLANKET EASEMENT ON THE TRACT 58.52' /TRACT I\• EASEMENT\ * (A \ n O k d I ' a m 1,5o866 SF I� 36,3§8 SF �5 sss � * 3� I RIGHT OF WAY DEDICATION ^ 49.71' "s TRACT A w ( SITE TRA GLE 1. \ \ > o n �c s6s 'IYw T �,,;\ \ E 4 �'� F F 'b� * -TYPE F N 1,276 SF RIDGEWOOD HILLS �+ o t. s �' t 1 sus\ J o EMERGENCY 49.71' FOURTH FILING w c, _ c� y o C tL � ),. 8. ERGENCY ACCESS, ACCESS EASEMENT OR AS I M¢ LOT 4 _ rn I t,' v \ Ti 9p \ E os.�r s>> ! I NOTED ON THIS SHEET -- "�, 1.813 SF ,n 1 ti• 1 \, \ 6' J /�\ d f? 3>, -- -- -- <o I m o I- BLOCK 2 'S'`�4 ry •.6 9� O S�` ;c `" ",00,'� * , �I I 54.79' - E 58954'17'W 5 1 0 �yF' a I 53.50' �v f '� o 1.5T o 'h \ �'\ .46' ti s;` "� - �� •.`,' UTILITY EASEMENT OR AS NOTED ON THIS SHEET T` T` -- --- -- <I III 4 \ o� p09 E'a1 'mj\ ti L4 y fo * -TYPE G N 1,406 SF N NLOT 5 N n L y �p1 gg1 6.05' * >>\ 2y\ 1,757 SF �, P ¢\ �rn DE DRAINAGE EASEMENT 54.79' S8 54'17"W { 1.48' �1y, \\ \ s,\ �\ 10' PEDESTRIAN ACCESS PAE PEDESTRIAN ACCESS EASEMENT , s m LOT 6 L49) �O�L n� �� •45' �G \ EASEMENT 5� 62.08 N 1,516 SIF \ , �,• \ , \1 F0 \ �' \� UE � Project No. .10 N ss 4't W BLOCK 2 �' 2t ° `a ' 's UTILITY EASEMENT 1 _TYPE H N 1,594 SF 9 UFILI - ; 'oe h \°>. F.P ,G�TI� \ti,7 \'gyp. I I ..- ---- 2 n 53.50' "' LOT 26 ` O•� `}� . \1 �@. rt7. G 0% 2y° 62.08' Drawn NKOOOOtCAN h LOT 7 \ �� 9 � \ \ ,• \ I I N AE ACCESS EASEMENT N 1.516 SF N 2,515 SF < ,j .� ,�• \�,�� �p * \�� \��� m Checked By: FAK 'g o _ S8954'17°W NB 541T ,�\� ,Oq'� \`�' 'irj• \ip \'�,y, I �, EAE EMERGENCY ACCESS EASEMENT - -- - - --- d' 53.50' I 52.50 ., ge, 6 \? dp. / I Date: 8/1 612 0 2 3 s 3 M I LOT 25 PR PRIVATE DRIVE I I•,y ,.., LOT 8 ( ". N 1,487 SF 1. \'J, d' n 1,785 SF M. I 0261�\ a \ "�' J \ \ 'k �' p I N8s ant \ \ N - - - - - - _ _. . -. _ -_ _ - m. MATCHLINE (SHEETB) I� s6-3 so.W 1 � I sa5o = I o o -. K; 1,07 2 SF n` n�y\ �. �+,6 \•,Ey 'n'\ `L• \ �k ;C� 1 / / M LOT 9 I M M e \ NOTE: T M 1,782 SF I M N8954'17 E 9n 9" 01 `'� c'rk 1.62' h/ \ rt \ \ 1� �h s`A 1. AREAS EXCLUDED FROM BLANKET EASEMENTS ARE 54'17"W a 52.50' s J ti \ �r c' U /\� /$ I 53.50' >,y:. tea. PARALLEL TO RIGHT OF WAY UNLESS NOTED OTHERWISE. m LOT 10 M M I 1 O781 sx W eZ \ �e�°1°'y4 \� .�' / \G`/� 2. TIES TO EXCLUDED AREAS ARE PERPENDICULAR TO RIGHT \ 1,516 SF g TRACT r \ �o y n.7s' ti OF WAY UNLESS NOTED BY TIES WITH BEARING STATED. 58954'17'W ' Iy N8954' 7°E Q \ ,g1 y` \�a� 't3�>. \ / / �^°� M 53.50' ) I , 52.50 $ \. \ <n��1�. \� \ - 1 /2a SHEET 5 OF 6 iRIDGEWOOD HILLS FIFTH FILING i BEING A REPLAT OF TRACT A AND PART OF TRACTS B AND C, SHENANDOAH P.U.D. FILING ONE, Gailloway TOGETHER WITH PART OF THE EAST HALF OF THE SOUTHEAST QUARTER OF SECTION 14, 5265 Ronald Reagan Blvd.,Suite 210 T. 6 N., R. 69 W. OF THE 6TH P.M., FORT COLLINS, LARIMER COUNTY COLORADO Johnstown,CO80534 970.800.3300 w 58.52' I �TRACT�I� \ - \ \ M LOT 3 �6,388 SF \ � cn ad 6 c� ca \ �� �. 3rs�� I TRACT A 1,58 SF RIDGEWOOD HILLS <EN S854127.W � h0'�� �� FOURTH FILING M Q LOT 4 `' ��m I "�' �� ti��, ri 1,813 SF I n w \� 6'' �i F� 61. J �/G\ >�- °1�1y? IFA, M sss54'17'w 1 -� ' 1 BLOCK 2 �:��`1., ��� �'ic�9� �` � -�,�a \ c�� � * ;�. ni J LEGEND I 53.50' a I N 1.57' Zs �, C-D IQ � \ �0 .46 DID 'c1 ���� \ 9� 6•05' ° I PROPERTY LINE Cq LOT 5 I g '� .�J r'� M 1,757 SF M `� 48 % f .48' s89'54'17'w I t. 1.48 .��� \ s ' �\ I I ADJACENT PROPERTY LINE I 53.50' 9' UTtfJ f �A \ 'k ?�\ �� 10' PEDESTRIAN M ACCESS LOT 6 I M EASEM T 9� �' �O�,y�'` �� �� .45' •� 61 J\ 9��G \ EASEMENT ,,s,s SF �,° oo •� PLSS SECTION LINE 00 BLOCK 2 �, 9 S89 54'17"w I I PARS L 1 - - - - - - - - EXISTING AND UTILITY EASEMENT 53.50' I I LOT T 6 5 `' \oj �P \ � � > 17. c \�`�s \s°� I -- MATCHLINE SHEET 5 M LOT 7 ��5N g ��� \ � �' \`�� \ N ( ) - - ACCESS EASEMENT(ITALIC) M °�,° 1,516 SF 1 °�.° 1 '1 �00 6� \`��� `LP r '� \�� \ N895417 E 5 'o I ---------------- DRAINAGE EASEMENT S895417'W I 52.50' ��- �09 6 \ \� s� 'S \'oi \'�� I w p 53.50' I 1 - - AREA OF NON TYPICAL EXCLUSION 3 LOT 8 LOT 25 �. Ilk S 0 I Mi 1,785 SF I M I 1,487 SF C2�1 �' ��O�Q � �'- \ �E 61� \ o IQ "' N89.54'17'E \� .. ,Oo \ ,\ •v� \ \ N ALIQUOT CORNER (AS DESCRIBED) Z S895417'W I 1 52.50' � \ SO p�5 53.50' I LOT 24 �o ,6� .y1 ,� c „ o o _ yo \ �� \.moo s ti. \ / FOUND N0. 4 REBAR WITH 1 BLUE PLASTIC CAP LOT 9 1 " 1,782 SF �; 90 ��- ,o ,- 6� / PARCEL LINE SEGMENT TABLE M 1,782 sF I M -p"9) \ `�`.^ s`' �O�asF \ �" ��\ 1162, �`'/off / STAMPED "LS 38470" UNLESS OTHERWISE NOTED. N69.54'17"E S8954'17"W fl rn 52.50' c \' 9y ����r. G.. ' 0 0 v cj > L1 '5 �/ ci 1 „ rn `� /�, LINE TAG # BEARING LENGTH (FT) SET 24 # 5 REBAR WITH 1-1/4 PURPLE 4.1 M i�si sF M Wy \ *`, : S'�oo C \� ?'�F / c PLASTIC CAP, STAMPED 'PLS 37067 UNLESS 53.50' UJ PO LOT 10 1 M^� 1' ' , 9 � � /� L26 S26'09'55"E 17.62 I / OTHERWISE NOTED °N° 1,516 SF N M "' n5 • l \ O 11.76 1 �'g1� \�� / � L27 S28'16'45"W 44.05 „ S89.54'17'W I CIV N89 54'17"E \ �, 00 .y> > \ , FOUND NO. 4 REBAR WITH 3 4 GREEN 53.50' I 1 52.50' L28 S1459'04°W 47.13 / " S5a SF / PLASTIC CAP, STAMPED PLS 34995 I m LOT 11 1 M 1 LOT 22 ,, \ \ r�:•. O ., 1,516 SF �, 1,487 SF aol \ �� \'6�`� O • `'� TRACT G S89'54'17'w I N89'54'17'E N TRACT I \ ��% �o `' ° � \ V / 136,311 SF Les So20'23"E 9.50 REC. N0. RECEPTION NUMBER 388 SF "' '� �� �O°' 11 \ (t0.00' / 3.1 L30 S14'15'27'E 26.80 53.50' 1 1 52.50' .� 36, � o� SF cc LOT 21 0.835 AC \ �- a� bE AE, UE (DIM) 1L7058 1SF I N, I M DE, AE, UE �p �F�� \� �� 16`7 0��6� \���v' 35 \ ' L31 N88'18'42'W 20.84 N M 1,OT 1 ALL EASEMENT DIMENSIONS ARE IN a 1 1 SSPpP ��o \ f ��s PARENTHESIS EXCEPT FOR ACCESS EASEMENTS S89'54'17'W N89'54'17'E GOF �S 5 \ L32 S87'10'22"W 19.86 53.50' UTILITY 52.50' Lp Pl pGG� ;1(1 LOT 12 ` �L °�, \ UNPLATTED INDICATES A NON TYPICAL AREA EXCLUDED M^ o o - I M ; �c �1 ,,�- :� 2,4ss sF/ r F m REC. 0. 2002077968 L33 N8605'26'E 28.2s © FROM THE BLANKET EASEMENT ON THE TRACT. I � LOT 13 I � M LOT 20 , M 1,808 SF I M M 1,749 SF �l�t�E� 01�' �� rod \ `rs "��. / 00 �`sS`s?i L34 S78 24'44"E 77.58 S89'54'17"W I N8954'17'E ``' ' �ti. BLOCK'41r,� / '°� y \qr o- >• =Z O°'/! OI5 \ x x�� 28.5' / \ Q�`` "Al \��i� �ti L35 N1'44'10'W 11.12 Z RIGHT OF WAY DEDICATION 7' PEDESTRIAN 53.50' 52.50' r' O \ ' 5� c9 ACCESS EASEMENT I I - ` y > .�fi P N LOT 14 I LOT 19 h any ��s6 ��, y �� 6� tip' �,``' t) �\ L36 SO 13'39°E 34.81 EMERGENCY ACCESS, ACCESS EASEMENT OR AS N 1,516 SF 1 1 1,487 SF ;,�5� �O�`rr,�`s� v'/1 •� �� ,�91•�' 28.5' C` \ Q, s89~54'17'w Nss 54'tYE r ti y��s' o RN� L37 S37'56'00"W 26.48 NOTED ON THIS SHEET 53.50' 28.5' 28.5 1 52.50' n > to 3.31' M LOT 18 M o ��¢J �ti�1 y "oOJ ��'� /' �a`3` �°' \ `�• (15.73' L38 S11'12'27'E 53.38 1 487 SF �� o / h / \ s �"\ �� UTILITY EASEMENT OR AS NOTED ON THIS SHEET I Im O 3r'->o-`n'^s �F� 6 S� ?�O \?��- '3 L39 S1807'26"E 70.89 LOT 15 52.50' 3 -� 1 4 0 / s �' T t U) fz (S89.54'17"W 2,577 SF N8954'17'E s�j s�� s> > ���1 ��'A ,� % `s �> �O \ 'b" I f L1.I = z I o0 1 �' r0.�9 `�� P' �i s° ' ` 3 93'\ L40 N86'59'18'E 34.17 DE DRAINAGE EASEMENT Z_ Z 64.91') C7 I � LOT 17 Cq Qo / C O; l > ( ". I U - F L41 S64'38'09'E 64.05 J \ �'> ; I 1,726 SF r, Z J n N8�'17-E I N89*54'17"E M ' / ��0 6�s ;� �6� PAE PEDESTRIAN ACCESS EASEMENT L1.1 Lu 0 0 6, / \ L42 S48.30'02'E 13.88 CS TRACT F `ems 22.07'(20.61')� 52.50' _ / s� �? �S 5k G'��`� S4425'11'E RIDGEWOOD HILLS PUD o• � 0 �5° . ,' ` \` LL = Z U 3RD FILING 1 S8s54'17'w Cg9 10.00' ys �F �, 0� a� 59.91 L42 S54'21'S4 E 99.25 UE UTILITY EASEMENT u' v u¶UT ?,o� ate,�, �� y�,o \o>�o- 9' UTILITY AE ACCESS EASEMENT I LLI O - L43 S11'00 52 E 5.01 LOT 16 \ Cr. C14 Os 6' \�'>-�x'� ` EASEMENT 2,631 SIF �3� EASEMENT 6.77' 6, - �g1 '�jl J F L44 SO'56'00'E 4.56 w Z = O Q o I ---�"� `°� s ,to s>>>, ' ` �, ,. \ ag EAE EMERGENCY ACCESS EASEMENT J W I LL 0 W Z l.L GN �� ' %� , , `��y L45 S75 25'20'E 24.24 0o •y1 1'0- y90 1SF j �o� ?�9�Fs�� �. ' �s, . \ PR PRIVATE DRIVE �� �, �� �0. ,,,`�5 `�\� \�xs SEE SHEET 4 FOR L1-L25 3 0 LL 0 I s p. •� �83 s \ t✓a� l F 57' 5��0� ` � \?9?J\I, \ 10.60') _ I J Q J ~ I F o� - - BLOCK 1 .�'g1 ,' ..i n1 N N`-3 V'o 'p cr N NID- `" h3��; / �y `G i y �\ S35-50 24 E AREA TYPES EXCLUDED FROM BLANKET EASEMENTS 11) Z = Q I- p = O 18 "' N 0 N ; 2a.33 N�2 10 \ `� 52.06 of = V? U �C/93) I - �C194 9A' N `r' -�.- U) �12• C14 _ 30��' Cj96 MANS y / TYPICAL EXCLUSION Q F- �P cN Ii � wWQW 1" 36.3 ' 28.33' 30.33' �9�16g0550�/ / C1 9'� \RR�oP�d��Np\� �'�/ ��� \ �P ��eFPS��'�/ 67.00' O O Z Ll' (n �- 1 I S87 05_25 C1954.99'- N ti`3 Q� //�Rol NO C�O�� \\� \ �hPp��F�O� o O ~ Q O LL w _ / - - - ''e 91 \ & * -TYPE A 2,077 SF I Q Z O Q I C190 J •� � 1 LIJ �w �y��, 67.00' 3: W = Q � 0) W (n 0- w CO o v >��\ S88'01'44"E 14.48') 4 1 008 O F Q U \ -TYPE B Q 0 � Z 1 // ` � \ J\\ 56.00' Z Z Q ' (N87'40'41°W 82,87') \ I z Q < 20' UTILITY � '� \ , \ � EASEMENT I // (N34'41'16°E 12.61'Y-/-/.% 55.00' m I / / \\\ \\ \>9 • o 0 �` (N88'01'4 *W 64\98') * _�pE C 1,705 SF '>0, / - - q I M / 4,0 0 10 20 50 10 44.42' o 1v �� SCALE 1"=50' * _ 1,140 SF / \ \ TYPED N N # Date Issue Description Init 44.42' 1 6/12/2024 CITY COMMENTS AN AT J I `�ja'/ 41// 3255,,271 S N F �' I / ti/ 7.467 AC \ \ 0 67.00 0 0 SF PR, DE, AE, UE, EAE \ -TYPE E °O 267.00' 1 / / 49.71' -TYPE F U; 1,276 SF _ _- / I / N 49.71' N I / 54.79' - / I / FOSSIL CREEK -TYPE G N 1,406 SF N - 54.79' METER SNAO. NOTE: - - 93084268 1. AREAS EXCLUDED FROM BLANKET EASEMENTS ARE PARALLEL TO RIGHT OF WAY UNLESS NOTED OTHERWISE. 62.08' \ rti 2. TIES TO EXCLUDED AREAS ARE PERPENDICULAR TO RIGHT ss• OF WAY UNLESS NOTED BY TIES WITH BEARING STATED. * -TYPE H N 1,594 SF N fBJ� 62.08' Project No:- GNK00- 0010.10 - - - - - - - - ca Ui AN 50' PUBLIC SERVICE CO. DrawnBy: 1 \6, \°js' UTILITY EASEMENT AND Checked By: FAK \s} ASS \A!y 6' POWERLINE EASEMENT RIGHT OF WAY � - SECTION,- J F- - - - - - - \ _ 6 - S89'03'18'W 1319.00' FOUND N0. 6 REBAR POINT OF BEGINNING S89'0318 W 621.01 OWNER: COUNTY COMMISSIONERS SOUTH LINE OF THE EAST HALF EAST 1/16TH CORNER COMMON TO CITY OF FORT COLLINS AND LOVELAND THEOF SECTION 10UARTER WITH 3-1/4" BRASS CAP OF STAMPED "LS 20676" IN RANGE SECTION 14 AND 23, REC. NO. 97043051 T. 6 N., R. 69 W. FOUND N0. 6 REBAR FOUND 2-1/2" ALUMINUM CAP cr WITH 3-1/4' ALUMINUM CAP STAMPED "CITY Of FORT COLLINS BENCHMARK DYER STAMPED 'LS 38470" 6 0 U 4 SHEET 6 OF 6