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HomeMy WebLinkAboutDocument Markups - Subdivision Plat - 05/21/2024 ZOCALO AT TRILBY ROAD & COLLEGE "ENUE STATEMENT OF OWNERSHIP AND SUBDIVISION, LOCATED IN THE SOUTHEAST QUARTER OF SECTION 11, TOWNSHIP 6 NORTH, RANGE 69 WEST OF THE 6TH P. M .KNOWN ALL PERSONS BY THESE PRESENTS, THAT THE UNDERSIGNED, BEING OWNER CITY' OF FORT COLLINS,S) OF THE FOLLOWING DESCRIBED LAND: COUNTY OF LARIMER, STATE OF COLORADO TOWNSHIP 6 PARCEL LF LOCATED L ,BEIING MORE PAARTICULARLY RIBED AS Fd LOWS SOUTHEAST DESC SECTION , NORTH, RANGE 69 WEST OF THE 6TH PRINCIPAL MERIDIAN, COUNTY OFARIMER, STATE OF COLORADO, TITLE COMMITMENT NOTESi BASIS OF BEARINGS: THE NORTH LINE OF THE SOUTHEAST QUARTER OF SECTION 11, TOWNSHIP 6 NORTH, RANGE 69 WEST OF THE SIXTH PRINCIPAL MERIDIAN THIS LAND SURVEY DOES NOT CONSTITUTE A TITLE SEARCH BY JR ENGINEERING, LLC TO DETERMINE OWNERSHIP OF THIS TRACT, VERIFY THE BEING MONUMENTED AT THE EAST QUARTER CORNER BY A 3-1/4" ALUMINUM CAP STAMPED "20676" IN A RANGE BOX, AND AT THE CENTER QUARTER DESCRIPTION SHOWN, VERIFY THE COMPATIBILITY OF THIS DESCRIPTION WITH THAT OF ADJACENT TRACTS, OR VERIFY EASEMENTS OF RECORD. CORNER BY A 2-1/2" ALUMINUM CAP STAMPED "LS 25313" BEING ASSUMED TO BEAR S88'27'19"W, FOR ALL INFORMATION REGARDING EASEMENTS, RIGHT-OF-WAY OR TITLE OF RECORD, JR T NUMBER 21000031595, PREPARED BY STEWART TITLE GUARANTEE COMP E PBSFR ACQUISITION VEHICLE LLC, DATED MAY COMMENCING AT THE EAST QUARTER CORNER OF SECTION 11, TOWNSHIP 6 NORTH, RANGE 69 WEST OF THE 6TH PRINCIPAL MERIDIAN; T 5:30 P. - THENCE ON THE NORTH LINE OF THE SOUTHEAST QUARTER OF SAID SECTION 11, S88'27'19"W A DISTANCE OF 949.67 FEET; -Fo {{Ga? 16 THENCE S01'32'41"E A DISTANCE OF 4.64 FEET; TO THE NORTHWESTERLY CORNER OF OUTLOT A, SOUTH COLLEGE STORAGE RECORDED UNDER RECEPTION NO. MAINTENANCE GUARANTEEi 20170067828 IN THE RECORDS OF THE LARIMER COUNTY CLERK AND RECORDER, AND THE POINT OF BEGINNING; THE UNDERSIGNED HEREBY WARRANTS AND GUARANTEES TO THE CITY OF FORT COLLINS, FOR A PERIOD OF TWO (2) YEARS FROM THE DATE THENCE ON THE WESTERLY LINE OF SAID OUTLOT A, S02'06'10"E A DISTANCE OF 631.28 FEET, TO THE SOUTHWESTERLY CORNER OF SAID OUTLOT A; q OF COMPLETION AND FIRST ACCEPTANCE BY THE CITY OF THE IMPROVEMENTS WARRANTED HEREUNDER, THE FULL AND COMPLETE j MAINTENANCE AND REPAIR OF THE IMPROVEMENTS CONSTRUCTED UNDER THE AUTHORITY OF THIS PLAT. THIS WARRANTY AND GUARANTEE IS THENCE ON THE SOUTHERLY LINE OF SOUTH COLLEGE STORAGE, S89'24'08"E A DISTANCE OF 889.28 FEET, TO THE WESTERLY RIGHT-OF-WAY LINE OF SOUTH v MADE IN ACCORDANCE WITH THE CITY OF FORT COLLINS LAND USE CODE AND/OR THE TRANSITIONAL LAND USE REGULATIONS, AS COLLEGE AVENUE AS DESCRIBED IN THE DOCUMENT RECORDED IN BOOK 1082 AT PAGE 539; 4` APPLICABLE. THIS GUARANTEE APPLIES TO THE STREETS AND ALL OTHER APPURTENANT STRUCTURES AND AMENITIES LYING WITHIN THE RIGHTS-OF-WAY, EASEMENTS AND OTHER PUBLIC PROPERTIES, INCLUDING, WITHOUT LIMITATION, ALL CURBING, SIDEWALKS, BIKE PATHS, THENCE ON SAID WESTERLY RIGHT-OF-WAY LINE, S00'30'49"E A DISTANCE OF 715.69 FEET, TO THE NORTHERNMOST POINT OF THAT PARCEL KNOWN AS DRAINAGE PIPES, CULVERTS, CATCH BASINS, DRAINAGE DITCHES AND LANDSCAPING. ANY MAINTENANCE AND/OR REPAIR REQUIRED ON "RW-01A" OF COT PROJECT SHO M455-124, AND CONVEYED BY DEED AT RECEPTION NO. E SKYWAY DR UTILITIES SHALL BE COORDINATED WITH THE OWNING UTILITY COMPANY OR DEPARTMENT. THE UNDERSIGNED SHALL MAINTAIN SAID IMPROVEMENTS IN A MANNER THAT WILL ASSURE COMPLIANCE ON A THENCE ALONG THE WESTERLY RIGHT-OF-WAY LINE OF SOUTH COLLEGE AVENUE, BEING THE WESTERLY LINE SAID PARCEL RW-01A, THE FOLLOWING THREE �® SITE CONSISTENT BASIS WITH ALL CONSTRUCTION STANDARDS, SAFETY REQUIREMENTS AND ENVIRONMENTAL PROTECTION REQUIREMENTS OF THE (3) COURSES: 2 CITY. THE UNDERSIGNED SHALL ALSO CORRECT AND REPAIR, OR CAUSE TO BE CORRECTED AND REPAIRED, ALL DAMAGES TO SAID `a IMPROVEMENTS RESULTING FROM DEVELOPMENT-RELATED OR BUILDING-RELATED ACTIVITIES. IN THE EVENT THE UNDERSIGNED FAILS TO 1. S10'54'42"W A DISTANCE OF 82.51 FEET; Zr`� Q CORRECT ANY DAMAGES WITHIN THIRTY (30) DAYS AFTER WRITTEN NOTICE THEREOF, THEN SAID DAMAGES MAY BE CORRECTED BY THE CITY 2. S03'33'02"W A DISTANCE OF 261.69 FEET; 4v w AND ALL COSTS AND CHARGES BILLED TO AND PAID BY THE UNDERSIGNED. THE CITY SHALL ALSO HAVE ANY OTHER REMEDIES AVAILABLE TO 3. SDO'40'19"E A DISTANCE OF 163.43 FEET, TO A POINT ON THE NORTHERLY LINE OF THAT PARCEL KNOWN AS "RW-01B" OF CDOT PROJECT SHO J IT AS AUTHORIZED BY LAW. ANY DAMAGES WHICH OCCURRED PRIOR TO THE END OF SAID TWO (2) YEAR PERIOD AND WHICH ARE UNREPAIRED M455-124, AND CONVEYED BY DEED AT RECEPTION NO. J AT THE TERMINATION OF SAID PERIOD SHALL REMAIN THE RESPONSIBILITY OF THE UNDERSIGNED. 0 THENCE ON THE NORTHERLY, WESTERLY, AND SOUTHERLY LINES OF SAID PARCEL, THE FOLLOWING FIVE (5) COURSES: 0 U' REPAIR GUARANTEEe 1. S65'27'34"W A DISTANCE OF 196.21 FEET; 2. S09'28'57"W A DISTANCE OF 98.78 FEET, IN CONSIDERATION OF THE APPROVAL OF THIS FINAL PLAT AND OTHER VALUABLE CONSIDERATION, THE UNDERSIGNED DOES HEREBY AGREE TO 3, SO'17'10"E A DISTANCE OF 24.53 FEET; HOLD THE CITY OF FORT COLLINS, COLORADO, HARMLESS FOR A FIVE (5) YEAR PERIOD, COMMENCING UPON THE DATE OF COMPLETION AND 4. S39'27'56"E A DISTANCE OF 30.83 FEET; FIRST ACCEPTANCE BY THE CITY OF THE IMPROVEMENTS CONSTRUCTED UNDER THE AUTHORITY OF THIS PLAT, FROM ANY AND ALL CLAIMS, 5. N88'27'35"E A DISTANCE OF 177.72 FEET, TO A POINT ON SAID WESTERLY RIGHT-OF-WAY LINE OF SOUTH COLLEGE AVENUE, BEING THE WESTERLY LINE E TRILBY RD DAMAGES, OR DEMANDS ARISING ON ACCOUNT OF THE DESIGN AND CONSTRUCTION OF PUBLIC IMPROVEMENTS OF THE PROPERTY SHOWN OF SAID PARCEL RW-01A; - HEREIN; AND THE OWNER FURTHERMORE COMMITS TO MAKE NECESSARY REPAIRS TO SAID PUBLIC IMPROVEMENTS, TO INCLUDE, WITHOUT LIMITATION, THE ROADS, STREETS, FILLS, EMBANKMENTS, DITCHES, CROSS PANS, SUB-DRAINS, CULVERTS, WALLS AND BRIDGES WITHIN THE THENCE ON SAID WESTERLY RIGHT-OF-WAY LINE, SO0'40'19"E A DISTANCE OF 33.14 FEET, TO A POINT ON THE NORTHERLY LINE OF LOT 2, C.O.L. COLLEGE RIGHT-OF-WAY, EASEMENTS AND OTHER PUBLIC PROPERTIES, RESULTING FROM FAILURES CAUSED BY DESIGN AND/OR CONSTRUCTION AND TRILBY SUBDIVISION RECORDED UNDER RECEPTION NO. 20050025365; DEFECTS. THIS AGREEMENT TO HOLD THE CITY HARMLESS INCLUDES DEFECTS IN MATERIALS AND WORKMANSHIP, AS WELL AS DEFECTS CAUSED BY OR CONSISTING OF SETTLING TRENCHES, FILLS OR EXCAVATIONS. FURTHER, THE UNDERSIGNED WARRANTS THAT HE/SHE OWNS FEE SIMPLE THENCE ON THE NORTHERLY LINE OF SAID LOT 2, S88'27'38"W A DISTANCE OF 337.49 FEET, TO THE NORTHWESTERLY CORNER OF SAID SUBDIVISION; TITLE TO THE PROPERTY SHOWN HEREON AND AGREES THAT THE CITY OF FORT COLLINS SHALL NOT BE LIABLE TO THE UNDERSIGNED OR HIS/HER SUCCESSORS IN INTEREST DURING THE WARRANTY PERIOD, FOR ANY CLAIM OF DAMAGES RESULTING FROM NEGLIGENCE IN EXERCISING THENCE ON THE WESTERLY LINE OF SAID C.O.L. COLLEGE AND TRILBY SUBDIVISION, SOO'40'19"E A DISTANCE OF 447.49 FEET, TO THE NORTHERLY ENGINEERING TECHNIQUES AND DUE CAUTION IN THE CONSTRUCTION OF CROSS DRAINS, DRIVES, STRUCTURES OR BUILDINGS, THE CHANGING OF RIGHT-OF-WAY LINE OF TRILBY ROAD, BEING THE NORTHERLY LINE OF PARCEL RW-01 OF CDOT PROJECT NO, SHO M455-124, AND CONVEYED BY DEED AT COURSES OF STREAMS AND RIVERS, FLOODING FROM NATURAL CREEKS AND RIVERS, AND ANY OTHER MATTER WHATSOEVER ON PRIVATE RECEPTION NO. PROPERTY. ANY AND ALL MONETARY LIABILITY OCCURRING UNDER THIS PARAGRAPH SHALL BE THE LIABILITY OF THE OWNER FURTHER WARRANT THAT I HAVE THE RIGHT TO CONVEY SAID LAND ACCORDING TO THIS PLAT. THE OBLIGATIONS OF THE UNDERSIGNED PURSUANT TO THENCE ON SAID NORTHERLY RIGHT-OF-WAY LINE, THE FOLLOWING TWO (2) COURSES: THE "MAINTENANCE GUARANTEE" AND "REPAIR GUARANTEE" PROVISIONS SET FORTH ABOVE MAY NOT BE ASSIGNED OR TRANSFERRED TO ANY OTHER PERSON OR ENTITY UNLESS THE WARRANTED IMPROVEMENTS ARE COMPLETED BY, AND A LETTER OF ACCEPTANCE OF THE WARRANTED 1. S88'27'38"W A DISTANCE OF 57.48 FEET; IMPROVEMENTS IS RECEIVED FROM THE CITY BY, SUCH OTHER PERSON OR ENTITY. 2, S84'11'55"W A DISTANCE OF 316.09 FEET; R THENCE CONTINUING ON THE NORTHERLY RIGHT-OF-WAY LINE OF TRILBY ROAD AS DESCRIBED IN ROAD BOOK AT PA E 85, S88'27'38"W A DISTANCE OF VICINITY MAP NOTICEI 167.80 FEET; 1"=1000' ALL RESPONSIBILITIES AND COSTS OF OPERATION, MAINTENANCE AND RECONSTRUCTION OF THE PRIVATE STREETS AND/OR DRIVES LOCATED THENCE DEPARTING SAID NORTHERLY RIGHT-OF-WAY LINE, NO2'06'21"W A DISTANCE OF 1400.00 FEET; GENERAL NOTESi ON THE PRIVATE PROPERTY THAT IS THE SUBJECT OF THIS PLAT SHALL BE BORNE BY THE OWNERS OF SAID PROPERTY, EITHER THENCE NO2'06'2.1" A DISTANCE OF 1214.40 FEET; TO THE SOUTHERLY RIGHT-OF-WAY LINE OF SKYWAY DRI INDIVIDUALLY, OR COLLECTIVELY, THROUGH A PROPERTY OWNERS ASSOCIATION, IF APPLICABLE. THE CITY OF FORT COLLINS SHALL HAVE NO 1. THE BASIS OF BEARINGS IS THE NORTH LINE OF THE SOUTHEAST QUARTER OF SECTION 12, RANGE 6 OBLIGATION OF OPERATION, MAINTENANCE OR RECONSTRUCTION OF SUCH PRIVATE STREETS AD/OR DRIVES NOR SHALL THE CITY HAVE ANY THENCE ON SAID SOUTHERLY RIGHT-OF-WAY LINE, S89'12'17"E A DISTANCE OF 75.97 FEET, TO THE POINT OF BEGINNING. NORTH, RANGE fig WEST OF THE 6TH PRINCIPAL MERIDIAN BEING MONUMENTED AT THE EAST BY A OBLIGATION TO ACCEPT SUCH STREETS AND/OR DRIVES AS PUBLIC STREETS OR DRIVES. CONTAINING A CALCULATED AREA OF 1,653,817 SQUARE FEET OR 37.9664 ACRES. 3-1/4" ALUMINUM CAP IN A RANGE BOX STAMPED "LS20676 2014" AND AT THE WEST BY A 2.5 ALUMINUM CAP STAMPED "LS 23513" AND IS ASSUMED TO BEAR S88'27'19"W. SURVEYOR'S CERTIFICATE, FOR THEMSELVES AND THEIR SUCCESSORS IN INTEREST (COLLECTIVELY, "OWNER") HAVE CAUSED THE ABOVE DESCRIBED LAD TO BE SURVEYED AND SUBDIVIDED INTO LOTS, TRACTS, AND STREETS AS SHOWN ON THE PLAT TO BE KNOWN AS ZOCALO AT TRILBY ROAD AND COLLEGE AVENUE (THE 2. MAINTENANCE AND UPKEEP OF STORMWATER DETENTION PONDS, STORM SEWER SYSTEMS, SWALES, AND I, DEREK LEE VAGIAS, A COLORADO REGISTERED PROFESSIONAL LAND SURVEYOR, DO HEREBY STATE THAT THIS SUBDIVISION PLAT WAS DEVELOPMENT"), SUBJECT TO ALL EASEMENTS AND RIGHTS-OF-WAY NOW OF RECORD OR EXISTING OR INDICATED ON THIS PLAT. THE RIGHTS AND PERMANENT STORMWATER QUALITY IMPROVEMENTS ARE REQUIRED BY THE CITY OF FORT COLLINS, AND PREPARED FROM AN ACTUAL SURVEY UNDER MY PERSONAL SUPERVISION, THAT THE MONUMENTATION AS INDICATED HEREON WERE FOUND OR OBLIGATIONS OF THE PLAT SHALL RUN WITH THE LAND. ARE A CONTINUING OBLIGATION OF THE HOMEOWNER ASSOCIATION, BUSINESS OWNER ASSOCIATION, OR SET AS SHOWN, AND THAT THE FORGOING PLAT IS AN ACCURATE REPRESENTATION THEREOF, ALL THIS TO THE BEST OF MY KNOWLEDGE, PRIVATE PROPERTY OWNER. THE OWNER OR RESPONSIBLE PARTIES SHALL PROVIDE ONGOING INFORMATION AND BELIEF.. CERTIFICATE OF DEDICATIONi MAINTENANCE TO THE PRIVATE STORMWATER IMPROVEMENTS AS NEEDED TO MAINTAIN COMPLIANCE WITHTHE OWNER DATED THIS DAY DF 20 THE APPROVED CONSTRUCTION PLANS AND REPORTS. RI HT-OF D HEREBYOES DEDICATE N CONVEY R COLLINS, T WAY FOR STREETPURPOS S A D THE 'EASEMENT AS LAIDOUTANDDESIIGNATED ON ER ' PUBLIC; PROVIDED, HOW E, FOREVER,A CEPTANCE PERMANENT BY "ALL LINEAL UNITS DEPICTED ON THIS LAND SURVEY PLAT ARE U.S. SURVEY THE CITY OF THIS DEDICATION OF EASEMENTS DOES NOT IMPOSE UPON THE CITY A DUTY TO MAINTAIN THE EASEMENTS SO DEDICATED, AND (2) ACCEPTANCE 3. PER C.R.S. 38-51-106, BY THE CITY OF THIS DEDICATION OF STREETS DOES NOT IMPOSE UPON THE CITY A DUTY TO MAINTAIN STREETS SO DEDICATED UNTIL SUCH TIME AS THE FEET. ONE METER EQUALS 39.37/12 U.S. SURVEY FEET, EXACTLY ACCORDING TO THE NATIONAL rll�f IL - !i PROVISIONS OF THE MAINTENANCE GUARANTEE HAVE BEEN FULLY SATISFIED. THE STREETS DEDICATED ON THIS PLAT ARE THE FEE PROPERTY OF THE CITY INSTITUTE OF STANDARDS AND TECHNOLOGY." DEREK LEE VAGIAS SEAL �� L AS PROVIDED IN SECTION 31-23-107 C.R.S. THE CITY'S RIGHTS UNDER THE EASEMENTS INCLUDE THE RIGHT TO INSTALL, OPERATE, ACCESS, MAINTAIN, tio� REPAIR, RECONSTRUCT, REMOVE AND REPLACE WITHIN THE EASEMENTS PUBLIC IMPROVEMENTS CONSISTENT WITH THE INTENDED PURPOSE OF THE EASEMENTS; 4. THERE SHALL BE D PRIVATE CONDITIONS, COVENANTS OR RESTRICTIONS THAT PROHIBIT OR LIMIT THE PLS NO. 38578 THE RIGHT TO INSTALL, MAINTAIN AND USE GATES IN ANY FENCES THAT CROSS THE EASEMENTS; THE RIGHT TO MARK THE LOCATION OF THE EASEMENTS INSTALLATION OF RESOURCE CONSERVING EQUIPMENT OR LANDSCAPING THAT ARE ALLOWED BY SECITON WITH SUITABLE MARKERS; AND THE RIGHT TO PERMIT OTHER PUBLIC UTILITIES TO EXERCISE THESE SAME RIGHTS. OWNER RESERVES THE RIGHT TO USE THE 12-120 - 12-122 OF CITY CODE. APPROVED AS TO FORM, CITY ENGINEER: EASEMENTS FOR PURPOSES THAT DO NOT INTERFERE WITH THE FULL ENJOYMENT OF THE RIGHTS HEREBY GRANTED. THE CITY IS RESPONSIBLE FOR MAINTENANCE OF ITS OWN IMPROVEMENTS AND FOR REPAIRING ANY DAMAGE CAUSED BY ITS ACTIVITIES IN THE EASEMENTS, BUT BY ACCEPTANCE OF THIS BY THE CITY ENGINEER OF THE CITY OF FORT COLLINS, COLORADO THIS DAY OF A.D., DEDICATION, THE CITY DOES NOT ACCEPT THE DUTY OF MAINTENANCE OF THE EASEMENTS, OR OF IMPROVEMENTS IN THE EASEMENTS THAT ARE NOT OWNED NOTICE: /vU BY THE CITY. OWNER WILL MAINTAIN THE SURFACE OF THE EASEMENTS IN A SANITARY CONDITION IN COMPLIANCE WITH ANY APPLICABLE WEED, NUISANCE OR OTHER LEGAL REQUIREMENTS. EXCEPT AS EXPRESSLY PERMITTED IN AN APPROVED PLAN OF DEVELOPMENT OR OTHER WRITTEN AGREEMENT WITH THE PER C.R.S. 13-80-105, YOU MUST COMMENCE ANY LEGAL ACTION BASED UPON ANY DEFECT IN THIS SURVEY CITY, OWNER WILL NOT INSTALL ON THE EASEMENTS, OR PERMIT THE INSTALLATION ON THE EASEMENTS, OF ANY BUILDING, STRUCTURE, IMPROVEMENT, FENCE, WITHIN THREE YEARS AFTER YOU FIRST DISCOVER SUCH DEFECT. IN NO EVENT MAY ANY ACTION BASED RETAINING WALL, SIDEWALK, TREE OR OTHER LANDSCAPING (OTHER THAN USUAL AND CUSTOMARY GRASSES AND OTHER GROUND COVER). IN THE EVENT UPON ANY DEFECT IN THIS SURVEY BE COMMENCED MORE THAN TEN YEARS FROM THE DATE OF THE CITY ENGINEER SUCH OBSTACLES ARE INSTALLED IN THE EASEMENTS, THE CITY HAS THE RIGHT TO REQUIRE THE OWNER TO REMOVE SUCH OBSTACLES FROM THE CERTIFICATION SHOWN HEREON. �+EASEMENTS. IF OWNER DOES NOT REMOVE SUCH OBSTACLES, THE CITY MAY REMOVE SUCH OBSTACLES WITHOUT ANY LIABILITY OR OBLIGATION FOR REPAIR ATTORNEY'S CERTIFICATEi AND REPLACEMENT THEREOF, AND CHARGE THE OWNER THE CITY'S COSTS FOR SUCH REMOVAL. IF THE CITY CHOOSES NOT TO REMOVE THE OBSTACLES, THE OWNERSHIP & MAINTENANCE TABLE CITY WILL NOT BE LIABLE FOR ANY DAMAGE TO THE OBSTACLES OR ANY OTHER PROPERTY TO WHICH THEY ARE ATTACHED. - - -- - - -- ---- I HEREBY CERTIFY THAT THIS SUBDIVISION PLAT HAS BEEN DULY EXECUTED AS REQUIRED PURSUANT TO SECTION2.2,3(C)(3)(A) THROUGH (E) TRACT AREA (SF) AREA (AC) USE OWNER MAINTENANCE INCLUSIVE OF THE LAND USE CODE OF THE CITY OF FORT COLLINS AND THAT ALL PERSONSSIGNING THIS SUBDIVISION PLAT ON BEHALF OF A THE RIGHTS GRANTED TO THE CITY BY THIS PLAT INURE TO THE BENEFIT OF THE CITY'S AGENTS, LICENSEES, PERMITTEES AND ASSIGNS. A 289,055 6.6358 DRAINAGE EASEMENT, LANDSCAPE, PEDESTRIAN ACCESS EASEMENT HOA HOA CORPORATION OR OTHER ENTITY ARE DULY AUTHORIZED SIGNATORIES UNDER THE LAWS OF THE STATE OF COLORADO. THIS CERTIFICATION IS 117 B 300,088 6.9074 DRAINAGE EASEMENT, LANDSCAPE, PEDESTRIAN ACCESS EASEMENT, UTILITY EASEMENT HOA HOA BASED UPON THE RECORDS OF THE CLERK AND RECORDER OF LARIMER COUNTY, COLORADO AS OF THE DATE OF EXECUTION OF THE PLAT OWNER: COLLEGE & TRILBY LLC AND OTHER INFORMATION A COLORADO LIMITED LIABILITY COMPANY i ' C 46,873 1.07E1 DRAINAGE EASEMENT, ACCESS, EMERGENCY ACCESS, UTILITY EASEMENT HOA - - HOA DISCOVERED BY ME THROUGH REASONABLE INQUIRY AND IS LIMITED AS AUTHORIZED BY SECTION 2.2.3(C)(3)(F) OF THE ���►D s plot _4) D 984 0,2260 DRAINAGE EASEMENT, LANDSCAPE HOA HOA LAD USE CODE. �,�1 , h1 0 E 1,336 0.0307 DRAINAGE EASEMENT, LANDSCAPE, PEDESTRIAN ACCESS EASEMENT HOA _ HOA BY: ro �� eV F 867 0.0199 DRAINAGE EASEMENT, LANDSCAPE HOA HOA - ATTORNEY AT LAW f .� fz� b 1 G 1,950 0.0448 DRAINAGE EASEMENT, LANDSCAPE, PEDESTRIAN ACCESS EASEMENT, UTILITY EASEMENT HOA HOA ENGINEER p r jb g� H 19,800 0.4548 DRAINAGE EASEMENT, LANDSCAPE, PEDESTRIAN ACCESS EASEMENT HOA HOA EXISTING OWNER JR ENGINEERING, LLC ,C : JOEY FRANK, PE STATE OF COLORADO 1 -- 850 0.0195 DRAINAGE EASEMENT LANDSCAPE HOA HOA ATTN: STEVE SHOFLICK 2900 ATTN: SOUTH COLLEGE AVE, SUITE 3D SS. o J 837 0.0192 DRAINAGE EASEMENT, LANDSCAPE HOA HOA COLLEGE AND TRILBY LLC FORT COLLINS, CO 80525 COUNTY OF LARIMER � �t'0 fi900 E BELLEVIEW AVE STE 300 LANDSCAPE17.10 K 790 0,0181 DRAINAGE EASEMENT, LANDSCAPE HOA HOA GREENWOOD VILLAGE, CO 801111647 10 JFRANK P�970.8 17.10GINEERING.COM L 6,092 0.1399 DRAINAGE EASEMENT, ACCESS, EMERGENCY ACCESS, UTILITY EASEMENT HOA HOA PN303.799.6300 THE FOREGOING INSTRUMENT WAS ACKNOWLEDGED BEFORE ME M 43,138 0.9903 DRAINAGE EASEMENT,LANSDCAPE, PEDESTRIAN ACESSS EASEMENT HOA HOA SSHOFLICKOMILLER--UNITED.COM SURVEYOR THIS DAY OF 2022, BY, N 874 0.0201 DRAINAGE EASEMENT, LANDSCAPE _ HOA HOA DEVELOPER JR ENGINEERING, LLC AS OWNER OF COLLEGE & TRILBY LLC, 0 1,178 0,0270 DRAINAGE EASEMENT, LANDSCAPE T HOA HOA ZOCALO COMMUNITY DEVELOPMENT ATTN: DEREK LEE VAGIAS, PLS ATTN: KOLBY O'HERRON 7200 S ALTON WAY, SUITE C400 P 8,450 0.1940 DRAINAGE EASEMENT,ACCE5S, EMERGENCY ACCESS, UTILITY EASEMENT HOA HOA P-720.450.8649 CENTENNIAL, CO 80112 A COLORADO LIMITED LIABILITY COMPANY. Q 527 0.0121 DRAINAGE EASEMENT, LANDSCAPE HOA HOA KOLBY.OHERRON®ZOCALODEVELOPMENT.COM P-303.740.9393 DVAGIAS@JRENGINEERING.COM R 863 0.0198 DRAINAGE EASEMENT, LANDSCAPE, PEDESTRIAN ACCESS EASEMENT HOA HOA ARCHITECT S 841 0.0193 DRAINAGE EASEMENT, LANDSCAPE HOA HOA GODDEN SUD ZOCALO/TRILBY & COLLEGE I�K ARCHITECTS WITNESS MY HAND AND OFFICIAL SEAL. T 11,973 0.2749 DRAINAGE EASEMENT, ACCESS, EMERGENCY ACCESS, UTILITY EASEMENT HOA HOA JOB NO. 39793.03 5975 S. QUEBEC STREET, SUITE 250 MY COMMISSION EXPIRES: U 2,859 0.0656 DRAINAGE EASEMENT, LANDSCAPE, PEDESTRIAN ACCESS EASEMENT HOA HOA CENTENNIAL, CO 80111 APR IL 26 2024 ATTN: CHRIS WALLA r �`l 1 V 32,034 0.7354 DRAINAGE EASEMENT, ACCESS, EMERGENCY ACCESS, UTILITY EASEMENT HOA HOA 3 PN303.455.4437 SHEET 1 OF 9 W 1,721 0.0395 DRAINAGE EASEMENT, LANDSCAPE, PEDESTRIAN ACCESS EASEMENT, UTILITY EASEMENT HOA HOA CWALLA@GODDENSUDIK.COM X 32,599 0.7484 DRAINAGE EASEMENT, LANDSCAPE PEDESTRIAN ACCESS EASEMENT HOA HOA PLANNER/ NOTARY PUBLIC Y 9,534 0.2189 DRAINAGE EASEMENT, LANDSCAPE, PEDESTRIAN ACCESS EASEMENT, UTILITY EASEMENT HOA HOA LANDSCAPE ARCHITECT Z 38,222 0.8774 DRAINAGE EASEMENT, LANDSCAPE, PEDESTRIAN ACCESS EASEMENT, UTLITY EASEMENT HOA HOA - J-R ENGINEERING OWNER: COLLEGE & TRILBY LLC, TOTALTRACTAREA 854,335 19.8349 A ENGINEERING, LLC A COLORADO LIMITED LIABILITY COMPANY ATTN: KEN MERRITT, APA PLA A>Jlres#rian Company TOTAL ROW AREA 316,372 7.2629 p Y 2900 SOUTH COLLEGE AVE, SUITE 3D TOTA L LOT A R EA(265 LO TS) 483,110 11.0907 (NET AREA) FORT COLLINS, CO 80525 TOTAL SITE AREA 1,653,817 37.9664 (GROSS AREA) P-970.305.6754 - - KMERRITT@JRENGINEERING.COM Centenrl�l -74(}-9 Of1C)0 3fII1gS 7� -25� OWNER Fort Wins 970-491-9888 • WWWjrengireering.COm ZOCALO AT TRILBY ROAD & COLLEGE "ENUE LOCATED IN THE SOUTHEAST QUARTER OF SECTION 11, TOWNSHIP 16 NORTH, RANGE 69 WEST OF THE 6TH P. M . CITY OF FORT COLLINS, COUNTY OF LARIMER, STATE OF COLORADO lZ�ymAR. -5TR1P �09D• pG 11, 30` 3FRv+G1r -QaA A ( PRi IVATfic-Y Oi,ulveV) SE CDR SEC S. COLLEGE AVE T.6N, R.69YY, 6TH PM POINT OF COMMENCEMENT (R.0.W VARIES) RECOVERED 3--114 ALUMINUM CAP E1/4 COR. SEC. lr. T.6N, R. 69W, 67H P.U. O r p,0w. �-��► - - -- W/ILLEGIBLE STAMPING 3-114" AL UMINUM CAP IN RANGE BOX IN A RANGE BOX STAMPED "LS 20676 2014" - - - - - _ E. LINE, SEl 4, SEC 11 T 6N, R. 69W_ 6TH PM N00 40'r9"W 2646.20E - - - - - - - - - - - - - - - - - - - - 1476.57' S10'54'42"W S89'36'54"I 499.75E 'S89'19'41"W 82.51' 669.89E SOO'40'19"E S0030'49"E 715.69' 62.00' 4 33.14' 44.69E SO3'33'02"W 261.69E SOO'40'19"E 163.43' CDOT PCL R7W-Q1A - - — _ - - - - - -- - - - - - - - - - - - - - - - - - - - - - - - - - - - -s - -- - - - - , — � I CDOT PCL RW-GIB I w to � c� a I OUTLOT B, * r " S3927 56 E I v SOUTH COLLEGE STORAGE S65 27 34 W 30.83' I N °) 1 1 REC. NO. 20170067828 i - - - - co - "� f f 1 ZONED-GCD / MOONBEAM WAY 196.21E Il SOOT 7'10"E I z M LOT 1, * Q { C.O.L. COLLEGE & TRILBY O DISTRICT - - - / 24.53 I 3 I SUBDIVISION GENERAL COMMERCIAL ` *REC. NO. 20050025365 f q 0 _ � I 4 TRACT A ZONED-GCD - GENERAL COMMERCIAL I l i " I � Bo * ZONED-GCD a S09'28 57 W � � LOT 2, DJST,4'JCT I I GENERAL COMMERCIAL 20' ALLEY { v I 0 98.78' I p GO.L. COLLEGE & TRILBY DISTRICT I ! I 9 a SUBDIVISION � ! ! Z I 15 * REc. NO. 2QQ5QQ25365 1 I Lu LOT 1 I - - - - - _ - - - - -1 - - -- -500'40'19"E 447.49E S8$'27'38"W ! I _ r __ —— I I I — �c�� 57.48 LOT 13 I 1 ' I - - - CLI wm SOUTH COLLEGE STORAGE REC. NO. 20 1 7006 7828 Li p�ISR� LOT 12 / MARS DRIVE — I ILIQ f --- - - �-- - -z - --- - - - - - - - - - - - - MARS ORI VE F r5 (60' R.0.W) M - - - - - - Z ©" �, I MARS DRIVE - y MARS DRIVE LOT 12 ro f - - ter - - r �` - - - - A — NOVA LANE c— � N10 ! — _ Npya�a _LOT 11 0) OUTLOT A, I !I oo I I R O-VE-R-D—RIV-E � o SOUTH COLLEGE STORAGE ow op �L n REC. N0. 20170067828 rn - - - `° a - - 7 0� 1100 LOT 10 POINT OF BEGINNING I p Q Om! oo RECOVERED 1 ~" 1.25" YELLOW PLASTIC CAP 1 I I N STAMPED 'cs38638" ! i y M S02'06'10"E 631.28' I I LOT 9 - _ . J f - - - - - - - - - -- - - 1 - - - - - - - - - - - - - - - - - NO2'06'21"W 1400.00' - - - S01'32'41"E 4.64E * FIRST FREE WILL BAPTIST SKYVEW SOUTH, FIRST CHURCH P.D.P. REC. NO. 20030083024 * S89`12'17"E NO2'06'21"W 12i 4.40E ZONED-LMN UNPLA TIED * FfL/NG ZONED-RL L 0W DENSI TY MIXED USE OWNER.- BOOK 1486 * BK 1680, PG 572 LOW DENSITY ZONED--L MN 75.97E NEIGHBORHOOD DISTRICT F00THJLLS GA TEWA Y INC * PAGE 740 I RESIDENTIAL DISTRIC LOW DENSITY MIXED USE _ - - NEJGHBORHODD DISTRICT C1/4, COR SEC. 11, T.6N, R.691, 67H P.M. Z 5" ALUMINUM CAP I STAMPED LS 235r3 S. LINE, 5-f-1/4, SEC 11 T 6N, R. 69W. 67H PM • Sr 4 COR ,SEC 11, T 6N, R.69W, 67H PM RECOVERED 2-112" ALUMINUM CAP STAMPED "LS14823" IN RANGE BOX ZOCALO/TRILBY & COLLEGE JOB NO. 39793.03 APRIL 26, 2024 100 50 0 100 SHEET 2 OF 9 ORIGINAL SCALE; 1" 100' j-R ENGINEERING A Westrian Company Centennial 303-740-9393 • Colorado Springs 719-593-2593 Fort Collins 970-491-9888 • wwwjrengineering.com ZOCALO AT TRILBY ROAD & COLLEGE "ENUE LOCATED IN THE SOUTHEAST QUARTER OF SECTION 11, TOWNSHIP 6 NORTH, RANGE 69 WEST OF THE 6TH P.M . POINT OF COMMENCEMENT CITY OF FORT COLLINS COUNTY OF LARIMER STATE OF COLORADO a E1/4, COR SEC. 11, T.6N, R.69W 67H P.M. RE-CO IERED 3-114" AL UM/NUM CAP /N A RANGE BOX STAMPED A E1 4 COR S11 LS 20676 20140 L °w { �U a _ 259 258 N 257 N l cnwo� i LO { x t18 I { I N o 00 * LOT 1, L1_ � -� Cl C1$ SOUTHNOL20170067828*STORAGE L2 C15 C1�„ R-55�.50` L"221.59 - - - - - - 6=22432 i 9' U.E. 0 I MARS R. 0.W VE 76' R.O W. MARS DRIVE �_22.43'23l R 1 o REC. NO. 20170067828 (81 PUBLIC R.O.W.)co L30 _ 16 34'42" L=110.77 i o � 9' U.E. AV _ A-6•55'5R-640.50' L=77.50' L1 ClC2 C3 C4z r� I IL cS cfl co cn to 1 I l ;�1 ,�, 3 u, o I �r- 00 - 1 I 26.62' 17.47 31.37' c� 00 SD 2'12'S7"E 75.46' { "� I 4' ACCESS & EMERGENCY CMESS aU �� � � I No2.12 5�w_7o.72 ul 26.62' 17.47' 26.62- F- �� � O Q rn 1 OUTLOT A, 5 y I 5 co � p SOUTH COLLEGE STORAGE /� tG/ �� �� � I (6 in to REC. NO 20170067828 'C� ,/( � �Q w � 3 `I � I ¢ {U.E.co 00 co 00 Z � 1 `n 26.62' 17.47` 26.62' p I Vv �.� { S02'12'S7"E 70.72' I Ijr -Ile I 1 i W 3 I No1.513 33 W 5]IN En dv N N01.58'33"W uwj 80, I 15' UTILITYp 1 EASEMENT ago N01.58 33 W 56.00' {r` z 00 RECOVERED I DEDICATED (n N 1.25" YELLOW PLAS77C CAP I BY THIS m 9 I � I ry POINT OF BEGINNING STAMPED "LS32444" PLAT 6' U.E. R - - - i E COVERED I { 1.25" YELLOW PLAS77C CAP I S01"58'33"E 56.00' STAMPED "LS38638" S02'06'10"E 631.2$ I 1 15' UTILITY EASEMENT S02-06'10"E 631.28' I DEDICATED BY THIS PLAT - J ---- - - - - - - -- -- - - -- -- - -- -- --- 50132'41"E - -- -- ----- -- - - -_ -- _-- -- -- - _ - -- - y f 289,055SF 4.64' I --- -- - --- -_ D, C - USE- L S,PA,U -- 40' IRRIGA 77ON EASEMENT �- REC. NO 20180040079 RE-C. NO. 20180040080 1` REC. NO. 20190007786 _ OS TO. NORTH LOUDON DITCH J I r- , & RESERVOIR COMPANY r NO2'06'21"'O NO2'06'21"W 1214.40' OWNER.• FOOTHILLS GA 7EWA Y INC S89'12'170E ��RECOVERED * UNPLA TTED f5 REBAR BOOK 1486 75.97' PAGE-740 LEGEND _ S.F. SQUARE FEET SET 18" NO. 5 REBAR WITH O 1.5" ALUMINUM CAP JR ENG LS: 38578 U.E. UTILITY EASEMENT DEDICATED BY THIS PLAT I ZOCALO TRILBY & COLLEGE 11 ,F (R) RADIAL BEARING TRACT USE: * NOT A PART OF THIS SUBDIVISION D-DRAINAGE EASEMENT JOB NO. 39793.03 { c1/4, coR SEC. 1r, rsN, Rs9w s7�I PM q RECOVERED 2.5" ALUMINUM CAP PROPOSED SUBDIVISION BOUNDARY LS-LANDSCAPE APRIL 26, 2024 STAMPED "C114 COR S11 LS 23513" PROPOSED LOT LINE A-ACCESS EASEMENT SHEET 3 OF 9 • PROPOSED RIGHT-OF-WAY LINE PA PEDESTRIAN ACCESS EASEMENT PROPOSED CENTERLINE EA-EMERGENCY ACCESS EASEMENT � - -- - - - - - - -- - PROPOSED EASEMENT U-U77L/TY EASEMENT J-RN FR�N EXISTING RIGHT-OF-WAY — - - - - - — EXISTING PROPERTY LINE A Westrian Company 30 15 0 30 - i - - EXISTING SECTION LINE ORIGINAL SCALE: 1" = 30' e SEE SHEET 9 FOR LINE AND CURVE TABLE Gentennd 303--740--M . Cdaado Springs -�9 3 2593 KEY MAP Fort C m 970--� 88 • wwwlrengirfering.com ZOCALO AT TRILBY ROAD & COLLEGE "ENUE LOCATED IN THE SOUTHEAST QUARTER OF SECTION 11, TOWNSHIP 6 NORTH, RANGE 69 WEST OF THE 6TH P.M. CITY OF FORT COLLINS, COUNTY OF LARIMER, STATE OF COLORADO - - - - - - - - - - - - - - - -SHEET3- - - -- - - - - - - - - - - -- - - - - - - - j N oo I I , N 1 I LOT 1, y ! Q SOUTH COLLEGE STORAGE I I to OU7ZOT A, ! I REC. NO, 20170067828 1 SOUTH COLLEGE STORAGE I 1 k f REC NO. 20170067828 I I ED 76. 0' 1.25© YEECO LLOW PLASTIC CAP OU7ZOT B, I I I STAMPED "LS32444" 15' U11ILTY SOUTH COLLEGE STORAGE { EASEMENT REC. NO. 20170067828 " RECOVERED 1.25 YELLOW PLAS77C CAP STAMPED "LS32444" i r S89'24'08"E 889.28' I 244.58' DRAINAGE EASEMENT J 40.50' �0 40.50' � 79.17 " , SEE DETAIL A l 537.88 , ! „ I 500 J5 58 W l 25.82 - ---- ---- --•--- - -- - THIS SHEET I 1+�18.32' -f- -- - -- -- � U ,, .-. 9' U.E. 1 - 2.71 0 � 2.71' N87'47°03"E 68.21' � - J 4 40'29; - - 500735'58"W 1 , 40' IRRIGA 77ON EASEMENT N 87'47'03"E 56.00 - - -- -_-- - - l� I C I- -- -70.37' 9.23' REC. NO. 20180040079 6 U.E.-� +� ' - w m I ' " I 6 U. I � 505 79 31 E ! REG. NO. 2018004008D - 6 IN NI 1 o r �, SANITARY , - ---- ----- - - - - h REC. NO. 20190D07786 cNU cR � `° 1 811 SF I �n n r ;�v EASEMENT 8.29 -- -- -- - - -- - ----------- ---- ----- - --- ---------- ---- - 1,491 SF I w cpl 7o c� IV8924108"W 404.93' TO. NORTH LOUDON DITCH ct `L° 0.0342 AC N v N fl.fl416 AC I TO S�LSD L- - l-p2T Cata.�N s I I N 1 00 1 - Iv r 35 SANITARY EASEMENT To -s©uT & RESERVOIR COMPANY Y ° ¢ °n Ng7'47'03"E 68.03 w h PM j S AWN, py S88'01'27"W 7i.01 o N87'47 03 E 56.00 r -- I U C3 I 71.63 DEDICATED BY .7r `�' l .. N8440'29E ,i �ti� THIS PLAT , l 26.77° 17.47' 26.77' 978 SF j`t!° w z z i� 1,192 SF 2 I 11 (r 5 j r wo w w 1�I 0.0274 AC to I - 65)4 4s a 0 o �n � 0.0225 AC rI_ ca�N 1 ;h aq g�•26 03� �o d'•� TRACT B ¢ o `� I `��¢ w vwi `1 n N } SF 259 /rye �'- `SO` 300,888 SF a w¢ o ¢ 04 I cv " l cc N� LM¢N N87'47 03 E 68.51 1 co N i g87 G o t rn`r a0 N uo °' LO N S87'47'fl3"W 56.00 1_ ON w w o 1 v 11 !l co 1 a p456 AC r/ \ 6.9074 AC `{ 0) r.N °D �' 4 Z va I <f U } 73.2 ' ``so <'1 USE.' D,LS,PA,U 1 w �� rno 3 cn N l �1 3 o n - c5 i� cc' j cD `"?{ 2,179 SF ---} 9 U.E. 11 0 1.29 a7 I~ 3 a �j1 1 M o r� ui 1,491 SF r } Ns fN M 0.0500 AC 4 ao N D.fl342 AC I N _ 0i l I I` _ _ __ � - ��' to ti 2Ds sv 258 jc� LO 6' U.E.T 8 0 7 o N$7'47'03"E 56.00' }-3 1 I o Z - C7 C6 M } Q.0277 AC w +� I N z z - - } .23 TRACT C I - -, - - - - `' v Ito g,07"E 66 I 46,873 SF � 26.77 17,47 26.77 13.22 s C�`r U.E. GS N N812 11 1I 1.0761 AC f f f I g N88'D1'27"E 71.01 p5 } sE 257 �• l 24' ACCESS & �� ���� I)R N } �,oDs Ac usE D,A,EA,u N USE. D,LS,PA,U �y 1 EMERGENCY ACCESS / �4 Ito) '.0X) l `i } O Og60 m 1 1 1 EASEMENT / o,• Csi' 1122•g6 } " 65.a3, p / 6' U.E. 3 l S88'01 27 W 84,23 f ��� "w f 2s.77' 17.47' 39.99' s79.52 i 4 �� 1 2 2p,3g E �`S a j 1 / I o - - - - -`'0 042 o N� 3 S 256 'c4� o a - © 6' U.E. / a , 'i1 0 1 7g4pa z 1 1 10 11 / o°j oo °° „E 65° \� �� 6le o l N 255 1 .� '2 6 M N Q � �¢ � 2,364 SF ff U v/ 4f✓� �.SZ,,�4"W 73.67' f� ��� `° \ 7�y2�� S� Nam, �-�P N.�, 4� ^�o / �3 6 �. I � P '0 0.0543 AC r S7 1,� AG p" / `,�67` U f / l I 0D rn ao f ro __ a262 65° o 36 5 I nN iri /d �r ��� r °T�g -�f !O J�� 11 p p W `N L �_ rn� � � N 2 � T n n o T© o o z + 9' U.E. :_ �."3 - N, o \ 572 254 \ 1� �\�' " �1 260 p' 6g Da 7 u► / �' 1 1 [(l Z V o SF 1 1 26.77' 17.47' 3s.3D' 111 TRACT Y �� CO �' 3 6 ti r� �� ui 1*ti462 AG \ aA p �\ •632 " o / / 15' UTILITY EASEMENT V 9,534 SF \ N ©ae 65 ph \N �► '9\ �1r�'1 �- / / DEDICATED 8Y THIS PLAT 1 l N88'01'27"E 80.54' j _ 1 0.2189 AC U. E. '1 N d USE- D,L5,,PA,U �Y �� \ 7 gyp,3g \v' o_ 1,�g A� PG r- - N N sF 253 � \ 261 0.0 � l9 S88'01'27"W 81.80' } N ` r g NG 5.25' 2 `JN\ � 6$p0 �0Lki 26.77 17.47' 37.56' N88'01'27"E 91.00' ; \ cp NN \ a plk2 0' \� \ ,�326 SF f o vwi¢ o c� Ci i j I'-`L 9' U. 65.00' I 26.OD \ I W p 6� h2 G -., © O w _ ` O 5.25' ,�6"E 65, \ \ 0A,23 �' , f 20' UTILITY EASEMENT I U M 4 ¢ � N¢ ' ago ! 1,743 SF 100 cc4 I \ r \ 6'I'S3 \ N\ 262 a " 65 op ,/� / REC. NO 96004316 1 L o °i.0 cNv 3 ,��, �.� I 145 0.0400 AC to 6 U.E. w I ` '� \ 7�© S PG252 fl\ 26 T0. SO UTH FORT COLLINS w s } r C102 1, 7 0 SAN/ A77ON DISTRICT 1 M 15 Q "�' N o } v I N88'Oi'27"E 65.00' i \ �`'�, \ p o3gg 6' U 00 \ \ �6 "E 6� 'O TO BE VA CA 7FD BY VARIED R.O.W. WIDTH '00 \ -s L659,6 '�' `f' f SEPARA IF DOCUMENT DEDICATED BY THIS PLAT 6 U.E. ;n 14 ;n 13 } I I L27 \ �� ,gyp. N -� \\ 532.5 251 \ N6-V• 63g2 C No P AFTER RECORDA TION RAC A b , I 1 1,743 SF 1� N, 6'I` 5 5 'p�� �. /� OF THIS PLAT I 5.25 «, I 144 \ o N 13 PG \ o 289,69 SF can z z 0.0400 AC 1, 1 p c� 6.650 AC - - - - -- __ N I l \ \ �. a Qz6 65° \�: 263 op are ,+ ' 26.77'- 17.47' 44.25' I h©' a o 6, ! S88'01'27"W 65.00' 6' U.E. o \ � \ 'I'S�26�E 250 \ - �r �Z6 --I 99 N 88�D1'27"E 88.49' 9, U.E. I Q 31.50' 31.50' I 2.85' I 24 ACCESS & o \ E ESS I I 1� °0 \ p-' \�6 ��gg p,G 62 "� N67• 3 1,o qt� PG / I cLO am° j EMERGENCY ACC 63 1,740 SF 2 EASEMENT I C14 ►� I 143 I'` w 1 �, cP�_�'� \ a�3 °'E 63. J � c 1 264 p' l 1 S88'01'27"W 81.01 1 0.0399 AC l N \ �a y7 1� 5326 7�ry v cob f ©cp ICID T -1 ice _ N I S88`01'27"W 65.Ofl' 1 00 \ c x \ , \\4 /C''` f0- 2 SF 1 S88YJ127"W 26.77' 17.47' 36.77 �, TRACT V o �* . 9 U.E. \ N $�$ PG ' -^O - o -- I 0 -t - I w 32,034 SF o \ fir TRACT D \ �, 424 1 4.63 o a 4 o0 1,1.43 SF I 0 o l '�y �'35 s84 SF 265 p°/ / O ' 17 18 I Y 1 142 D.0262 AC D.735A AC \ �, �6 \ 4 6 U.E. w¢ j o w r I S88'01 27 W 65.00 1 r USE. gA,EA,U o� f o' \ �a'2 USE- D;S 0.0226 AC 6$6 / w 16 ¢ I 6 n co 1.143 SF 1 \ `1. `l \ \ 6-1.5 ,�c} � ,� "� rn I "n °R I ao co to 1 141 0.0262 AC "' L26 _ ;n rn :�' cn t� N o 1 0 , p ( S88'01'27 W 65.00 0 6g ' - l ` r o 0 1 Z C103 \ \ �5$�� ,SSE D LS PA a Z Z , 1 1 j \ L25 \� �,� 6 SPc RAC`f E 1 / '7�' 97 d7' 36.77 e t . .. 17d() CF I I- M �` J SHEETS - - - - - - - - - - - - - ---- - �-15' U.E - -- -- ---- ---I c� 9' U.E � DRAINAGE I- LEGEND 2.71' EASEMENT - i I 71' N8747'03"E 68.21' ! i ' I. SET 18" NO. 5 REBAR WITH _ S.F. SQUARE FEET © 1.5" ALUMINUM CAP JR ENG LS: 38578 e � - - -- S8924'08'E 6818T-C173 - ��' U.E, UTILITY EASEMENT DEDICATED BY THIS PLAT ZOCALO,/TRI LBY & COLLEGE 6' U.E 1 1 N I 3 _ i (R) RADIAL BEARING TRACT USE: JOB NO. 39793.03 I N N �-6 U. -� * NOT A PART OF THIS SUBDIVISION D-DRAINAGE EASEMENT tq 1,811 sF Io APRIL 26 2024 1 vi (D O.fl416 AC I ° PROPOSED SUBDIVISION BOUNDARY LS-LANDSCAPE I N N 1 O a� SHEET 4 OF 9 c) I l Q -i PROPOSED LOT LINE A-ACCESS EASEMENT 30 15 0 30 ���\ - �¢ I Qm. I r cn I N87'47'03"E 68.03' 0° PROPOSED RIGHT-OF-WAY LINE PA-PEDESTRIAN ACCESS EASEMENT cL w z z r' - U z ! - PROPOSED CENTERLINE EA-EMERGENCY ACCESS EASEMENT ORIGINAL SCALE: 1" = 30' 1 3 QLi Li �'' I 1,192 SF I LO Go I �1i• w� I r I 0.0274 AC ` - - - - - - - - - - PROPOSED EASEMENT U-UTILITY EASEMENT (V J-RELTil\L'il\� 2 a - - 'r' N ui¢ EXISTING RIGHT-OF-WAY A WeStrlan Company l i•1 N w w 11 EXISTING PROPERTY LINE DETAIL "A" KEY MAP _ - - - - - - EXISTING SECTION LINE SEE SHEET 9 FOR LINE AND CURVE TABLE Centennial 303-740---9393 • Colorado Sprirgs 7S-593--2593 Fort Couins 971 -491-W • wwwirengineenng.com ZOCALO AT TRILBY ROAD & COLLEGE "ENUE LOCATED IN THE SOUTHEAST {QUARTER OF SECTION 11, TOWNSHIP 6 NORTH, RANGE 69 WEST OF THE 6TH P.M. CITY OF FORT COLLINS, COUNTY OF LARIMER, STATE OF COLORADO SHEET 4 -- I 143 �., EASBE$0 27"W 81.a1' I I 0.0399 AC 1 N \ NN \ ion S880f 27"W 26.77' 17.47' -36.77' � N r I Ss8'D1'27"W 65.00' I TRACT V \ O �' 0 9' U.E. 5 / I \ �,�• -- I o 32,034 SF o ' 4.6,3 0 - o o d r, co I 143 SF r \ "� w �, \ 5 "E TR A C T D \ �*0 PG I o r u� 142 1' I'n D,7354 AC N \ � \� g 3 9'84 SF 0• 17 `D 18 I . 1 0.02.62 AC r; USE. D A EA U a. \ N6 g,.24 0.0226 AC \ 2fi 5 $63 1 n fi U.E. u� cp 16 Q 3 LL-¢ I o w 3 I S88'01'27"W 65.00 l r \ 1 3 USE. D,LS \ 6"� 6 / to `� cn mn r»"� I 1-''' ''� °° 141 1,143 SF I \ �� \ �" \ N6�a� .� °aWi 4 r� �Q r0 Co ey ,n 1 oo I 0.0262 AC I L26 \cs�. 35 C1S) \ f 00 14- �°Dn rn 0 °•� 1 I S88'01'27"W 65.00` o j Nag 0' s ,� / I 0 o 0 1 Z C1 a3 \ \ 3$9�r9SE.• D LS'PA / o z z I. w \ L25 \ , 6 I TRAC E 1 / l n I Q I I ` 1,33 PG , 26.77' 17.47' 36.77' I` 1 140 1,740 SF 1 '`' �� � f 0.0399 AC I N (P'o - 3�53 ��, \ p fl�0 1� N88'01'27"E 81.01' I �, N 1 g 1'31" 65 C156 sr iy6 � 'cs I ao I I S88'01'27"W 65.00' 1 n 35 \ 'P' N742 r ` 88'01'27"W 81.01 I 6' U.E. C108 r1 A. SNc, I 1 r• 1 S 26.77' 17.47' 36.77' 1 I# ~~�-rr-- 6 \1� 1 q 040i w L v - 0 I 9 U.E. r� 1 139 1,74D SF I ,� 61• 1� © N \ i"E 65 02' �1 1 o va¢ c' o �a co 0.0399 AC I g 53 ti� 6'- 7 3 \ g I O rn yr I cy I , Sgg'� y \ NA t, N74 2 SE 248 � o d' (0 �n to M V I S88'01 27 W 65.00 I �� \ N � � 1 143 AG o Ln r7 oD N o a? 'D 7fa2 0' 1, 1 con 4 w ro 3 rn03A LA oo I 1 I 1,143 SF 1m �� 1b, a (3.0 . "E fi50 I 0 1 un 1 138 0.0262 AC 1� n �0�� \1 o v ` 1414 4-5 SF 247 21 20 19 1 1 S88.01'27"W 65.Oa' 1 G/ j o N a .n 6 U.E.;n v / N88'01'27"E 68.81' cr G I c7+ 2 J n Z 1 -00 1 137 0 o2s2 s c I clan 11 o i �' �' I a q 2�'3i E o2 I I TRACT B I o ` \ '� , 26.77' 17.47' - - 36.77' '� 1 S88'01'27"W 65.Oa' 1�' - I 146 1 r t� I N�i 7 g S c 246 I' II 300,888 SF Z I r 6.9074 AC 15' U.E. I �I �' r 1 1 N 8'01'27"E 81.Q1' 24' c°I 2,212 SF v 11 % jj I 0.03g9 I 14 I ` 2.8 I 4' ACCESS & oo I r°Q0 0.0508 AC 1 '3A E g5• 1 I USE. D,LS,PA,U 1 I /I 1 EMERGENCY ACCESS 1 h I 1 0, o •�? 1 cr v r` 1,74Q SF I " , 1 $ rn �, I N74 TRACT F ' t► I EASEMENT I cv �; 1 13fi 0.0399 AC I c`o•4 I N$8 01 27 E 69.D4 ' a? 0 5F USE. ,L51 I 2 S88'01'27"W 81.01' I I 7' 36.77' I N I S8s'01'27"W 65.00' 1 147 �_ IC14o O6992 65.09' I .77 17.4 - --` I ©1 1,522 SF N � N Iy82•231 " I I N1 0.0349 AC cv �1 I I S Ln r 1 0 o - - C I 1 +� 1 I N I N88`01'27"E 69.04' t o 0, I 1,738 SF 245 I v ; a l ` 23 0 24 r` 1 1,740 SF 1 �' °�- d I 0.0399 AC I I 6' U.E. � 'n 1 0 135 O a399 AC 1 I v I I " Oi' 1 w 22 3 u-Q Q I o 1 S88.01'27"W 65.00' 001 148 a ` I I S82'23'i2 W 65• II I ;,� N r� co 0 1,870 SF Q -�� oo co r' 1 i• 1 1,135 SF 1 �j 0.0429 AC N I i,i4635AC 244 I - 1 '* , 0) ;n 0 :'� N o I 134 a.0261 AC I N88'a1'27"E 69.04' I I 0.b263 'a2 "w 65•p1' a ` 20' SANITARY SEWER EASEMENT 1 o `t:o a o o I 1 I S88'01'27"W 65.00' `` I c y s82.23 i 2 i� REC. NO. 96004315 rn r a z I 1 k I OD I SANITATION DIUTH S TRIC COLLINSRT 26.77' 17.47' 36.77 1 1 149 o I 1 1 6 U.E.�'' 1 r` � 1,867 SF I I r,,a I � TO BE VACATED BY I O ` N88-01'27"E 81.01' I '` 1 1,74a SF r` ,l1 0.0429 AC N 1,796 SF 243 1 v 1 W o r` I � � I 133 0.0399 AC 1� c•,1 � 0.0412 AC .-. 1 SEPARA TE DOCUMENT 1 O I`� N88'01'27"E 69.04' I AFTER RECORDA TION S88'01'27"W 81.01' 1 r I S88'01'27"W 65.00' 1 w 1 OF THIS PLAT 26,77` 17.47' 36.77' 1 1_ W > a �1 1,5220SF I I N85'29'47E 165.00' { 5 o I I o I coil 0.0349 AC N Q 4 � �� U� o o �< o �a 1 n 1 132 1,740 SF d Qc?r7 N1 " 1,838 SF 1 I Z o O►��-. cn co co 0.0399 AC I c'►! N8801'27 E 69.04 1 1 � I 10.0422 AC 242 1 U g 1 �°oo� LO o,��, �oN `" °'� 1 N I I � c� l 1 aCL I QO o O o v w o rn 0 N o I 1 S88'd1'27"W 65.D0' �I 10 o I 00 CO o� , ;r, in o r� o I aD a1 1,8701SF ( o I N89'19.47"E 65,02' 11 N I l r� 27 M oD 1,143 SF I r; 1 1 143 SF 241 1'* O O O O 00 1 I 131 0.0262 AC ,c r 1 0.0429 AC 04 �- + , Ni O p 6 U.E. �6 ;� 25 1 w to LP O , 1� r " 1 0.83 0.0262 AC 0.83 r r I I S88'01 27 W 65.00 0 1 NB8'01 27 E 69.04 TRACT X311i `�a Q 1 con z z I �'' Qr w 0 N89-19'47"E 65.00' � ~ ,- �! 1 cn __ --- cC ao 32,599 SF ao I I W�waW l 930 00 1 1,143 SF I�, � I 152 � I 1 143 SF u' ' o I 1 6.77' 17.47' 36.77`1 130 0.0262 AC � z It o.7484 AC a " m r< I " 1 uj 0 to 01 1,867 SF o cc v r I 240 I o I ``` 1 27 E 81.01 S88'01'27 W 65.100 Z r� USE. D,LS,P,4 0.0262 AC I p J N88 0 >0 ao 0.0429 AC cv ;� I c� I " I I 24 ACCESS I o c . 9' U.E. 1 to NI t N89'19 47 E 65.00 EASEMENT I N r` �'� 1 > 0 1 N88'01'27"E 69.04' fn I I s$8'01'27"W 81.01' 1 9' U.E. I 1 129 1,740 5 C 16 z a 153 `� I I 1,74a 5F 239 �; N 1 0.0399 A 1 c-4 cov i 0.0399 AC N _ 6' U.E. 26.77' 17.47 - 36.77' 1 1,519 SF o t'' 1 co I f I y .7- - - rt 1 S88'01'27"W 65.00' N 041 0.0349 AC N Pr) I o 1 0 - Q - - 0 30 I 1_ .� N1 N88`01'27"E 69.04' 1b I 9 U.E. - 1�N89'19'47"E 65.00' I- 24' i VARIED PUBLIC R.O.W. WIDTH 1 ci co 29 cri I I �. 1 o I I 9 �o DEDICATED BY THIS PLAT' 6 U.E. ` I o 1 128 1,740 SF I �1 1,522 SF o �' I 1 1,743 SF 238 I «� I 1 ►� 1 28 3 w-< cn¢ o ccs 0.0399 AC I N o ni N I I N I 4 ` _' cn ;.� ,� I w 1 cv I 1 ci1 0.0349 AC N I I d.d4ad AC I I I "') N a I �7 31.50' 31.50' I S88'01'27"W 65.00' N1 N88'01'27"E 69.04' W I I 0)'r °o 4M o ;n o I o 4 :n o°i,� o N o I 63' 1 1, I z N89'19'47"E 65.OQ' ►� o �o o 1 I 127 0.0261 AC l h 001 155 00 1 I I I n 1 I s cn r o z " I o o I 1,753 SF 237 I cD I 36.77' 1 I S88'01 27 W 65.00 I i,870 SF rn 26.77' 17.47' 0.0429 AC I � 9 �1 N I N 1 o.a402 AC I N n o I I R/�c�- A N88'01'27"E 81.01' I 1 N88'01'27"E 69.04' I I I I I I I I S F- 6 ram' j 126 1,74a SAFC 1 14 f 6 U.E. _ 9' U.E. I I N89'19'47"EI 65.00' I I 1 I Q. � I o.D399 I N 156 o I o 1 TRACT G I Q I W a 3 USE. D,LS,PA N88'01'27"E 82.OD' S88'01'27°"W 65.00' I o 1,867 SF d O n, ,:I 0.0429 AC N ` 1,950 SF 1 o I I 1 O I 1 I 041 1 40.50'`�1; 0.0448 AC I I I Q Q O u 9' U.E.� 1 N88'01'27"E 69.04' 40.50' I USE.• D,L ,PA,U I I O Ln Z I r_ 1 1,740 SF � I $1 I I Ui U< �o , o I o I N 1 125 0.0399 AC N -1 157 I N89'19'47"E 65.00' 1 20' SANITARY SEWER EASEMENT I I Q o 31 1 N 1 S88`Ol'27"W 65.40' 01 1,522 SF I r � I I 1 REC. NO. 96004JI5 I 3,444 SF I N 0.0349 AC N c i I I I TO.- SOUTH FORT COLLINS N N 40 Rj 1 ¢ 1 i�D 1 N88'01 27 E 69.04 I o rr} co N I [ 1,740 SF Z3fi N SANITATION DISTRICT , p yc Q +� 0.0791 AC 1 co I 124 1,143 SF 1 I vi 0.0399 AC 1.5 ALUM CAP y TO BE- VACATED BY o O O ' W " I r; I 0.0262 AC I r; I I t° 1 � 1 1 SEPARATE DOCUMENT 6' U.E. STAMPED "JR LS 38578" N @i N88'01 27 E $2.00 r S88'a1'27"W 65.00' 1 r 15$ - -- -- -- -- -- - ' o w N89'19'47"E 65•00' _ ,\ AFTER RECORDATION OF PLAT 1 i 9.11 1- Q1 1,870 SF I r0 I PROPOSED PE-OlA PER / I I co I 1,143 SF � C41 0.0429 AC N I o r; 1,143 SF '235 ,: -� -- - - -- `- PENDING CDOT R.O.W. PLANS _ � I 123 0„0262 AC I I , 7"E 69.04' I •��, I 0.0262 AC 4 " \ / o W 65.D0 1 N88 01 2 9 588 01 27 I - ' " N 89'19 47 E 117.04 / © c� N$9'19 47 E 65.00 a0 / I Z V) Iq I 143 SF I ct? � USE' D,Af-A ^, 1 N 32 I � l 1 159 � 1 M1 Q.0262 AC 234 �` Z U 46,873 SF MOONBEAM WAY cis ` 1 a 3,444 SF I o I I r Q.a791 AC I I 122 1,740 SF 1� al 1,867 SF I TRACT C 1.0761 AC (24 PRIVATE DRIVE) / 1 \ 1 I n n3g9 AC ? 0.0429 AC N ' , i s I I I N89'19 47 E 65.00 iiee. rr c oA Ir / I SHEET S LEGEND _ S.F. SQUARE FEET O SET 18" NO. 5 REBAR WITH 1.5 ALUMINUM CAP JR ENG LS: 3857 ZOCALO f TRILBY & COLLEGE U.E. UTILITY EASEMENT DEDICATED BY THIS PLAT (R) RADIAL BEARING TRACT USE: JOB NO. 39793.03 * NOT A PART OF THIS SUBDIVISION D-DRAIN ASEMENT APRIL 26, 2024 I PROPOSED SUBDIVISION BOUNDARY LS-LANDSCAPE FF* NOT AN I�ASE+►��N7 /Y iS 1906T 7b 7?EM17JE l',S T Vcr SHEET 5 OF 9 `\vA Iry ,R�Vy �A �s A,�•rai�a,>-Y ti PROPOSED LOT LINE A-ACCESS EASEMENT !s NOT A "015*ARY To "i'°'T� 0 Aj PROPOSED RIGHT-OF-WAY LINE PA-PEDESTRIAN ACCESS EASEMENT i '�+�'�-- PROPOSED CENTERLINE EA-EMERGENCY ACCESS EASEMENT-- -- - - - -- - PROPOSED EASEMENT U-UTILITY EASEMENT ENGINEFMNG �,�r. � ����sJ-R EXISTING RIGHT-OF-WAY 30 15 0 30 A Westrian Company - - - - - - - EXISTING PROPERTY LINE Y - - EXISTING SECTION LINE ORIGINAL SCALE: 1" = 30' Centf nrd 303-740--9R • Colorado Sp hjs 7 -593-2593 SEE SHEET 9 FOR LINE AND CURVE TABLE Fort Collins 97&-491-90 0 y wWwRa gcom ZOCALO AT TRILBY ROAD & COLLEGE "ENUE LOCATED IN THE SOUTHEAST QUARTER OF SECTION 11, TOWNSHIP 6 NORTH, RANGE 69 WEST OF THE 6TH P.M. CITY OF FORT COLLINS, COUNTY OF LARIMER, STATE OF COLORADO SHEET 5 I, I I 1�'J 0 03gg AC ' I 1 / I ` N89'19'47"E 65.00' 20' SANITARY SEWER EASEMENT I I 1 { � �r N 31 I N { , n 1 1,522 SF 1 - N i I- ` 0 N oa h r IR£C. NO. 96004315 1,1 3,444 SF { S88'01 27 W 65.00' N� 0.0349 AC N I � I r'` I TO. SOUTH FORT COLLINS " aq to cq (0 1 I .03 SF 236 co SANITATION DISTRICT I ) 143 SF { N88'D1 27 E 69.D4 o ro N I 0.0399 AC -1 r' 1.5" ALUM CAP 0.0791 AC { ao 1 124 1' r 1 " 11 0.0262 AC I" I f I TO BE I/ACA7£D BY 1 N88'01 27 E 82.0Q 'r' I I `� STAMPED "JR LS 38578" r Sg8'01'27"W 65.Q0' 1 r -�1 158 00 SEPARATE DOCUMENT 6 U.E. / 9.11' I w oo N89'19'47"E 65.00' _�,\ AFTER RECORDA 77ON OF PLA T 1 r 100 0 1,870 SF r- r r "� 1 i,143 SF -235 1 ^ r�6�� -- - -- - -- - - -- � � PROPOSED PE-01A PER 1 I 1 ao { 1,143 SF Lq �I 0.0429 AC N 1 r` - --` PENDING CDOT R.O.W. PLANS 123 0.0262 AC 1 r: N, :t © r I 0.fl262 AG E r ` I N88'01'27"E 69.D4' ! 11 00 o I ~ { S88'01'27"W 65.00' I r 0 N89'19'47"E 65.00' N89`19'47"E 117.04' I 1, 0 32 N Z 1 1,143 SF 1 u? `� USE. D,A,EA, 1 1 � 3,444 SF { 1 1 159 I 234 r. U46 873 SF MOONBEAM WAY l 1 I 1 867 SF " I 1 I O.fl262 AC I r '� TRACT C 1.0761 AC (24' PRIVATE DRIVE) 1 J 0.D791 AC n 122 1,740 SF I�'- 01 1, r; to - { co I 0.0399 AC (0 ''c1q1 0.0429 AC N I N89'19'47"E 65.00' L3 N$8'01'27"E 82.00' N I`� I 1- - - 2 -- L34 6'\ USE. gLS,PA,U I �� I 1 N88'01'27"E 69.04' I. r` o L31 _ - N89'19'47"E 77.03'-- --�- _ c� [, "� TRACT 13 f { I I S88`01'27"W 65.00' { 1 ( 1 1,740 SF 233 1(0 ham' G�j �- N89'19'47"E 51.7a �� jrs 300,888 SF 3 I I I 1 01 160 0 I N I 0.0399 AC 1 N r,^ / N89'19'47"E 67.19' 1 -� N89'19'47"E 69.40' 6.9074 AC I R 0 1,519 SF N I I / 6' U.E. tto { b 1 1,740 SF NI 0.0349 AC C*4 I „ , w r`t�l 206 cr 0 33 I � I 121 0.0399 AC i NI IV88`D1'27"E 69.04' 1 I - I N8919 47 E 65.00 1 c� 207 h t 1, 1 -_ C164 193 d. VARIED R.O.W. WIDTIi i 1 459 SF 00 LOT 78 N 3,444 SF { `� I S88'01'27"W 65.00' 2,409 SF Q, N 0.0335 AC 0 l 0.0791 AC I I d 1 161 0 1 N I _ „ 1 r 01 2 075 SF to o DEDICATED PLAT l I 1 74D SF 232 1 a.o553 AC 0.0476 AC ` N88'01'27"E 82.00' I 1,135 SF I " 1,522 SF N I 1 0,0399 AC (TRACT A I 120 0.0261 AC 1 r; NI 1,522 F N1 0 N$9'19'47"E 55.OD I Z N1 N89'19'47 69.04' 289,695 SF r { S88'01'27"W 65.00 r ` I N89'19'47"E 65.OQ' 1 N89'19'47"E 69.fl4' "on 0.0221961 SAC205 1 192 o I f 1 l 6.6505 AC M 1 W � I N88`01'27"E 69.04' 9 9' U.E.s�"1 I1� 9' U.E. 1 l 1,135 SF 231 1 r-- �, ¢I 208 -� w " , � `� 0 1 a 0 w w oo r 1 0.0261 AC 1 r7 01 1,522 SF r - .042 A f c� I a � , {` ��� 1 I r ra � N N89'19 47 E 55.00 I 01 fl.0429 AC 2 065 SF X w U cn a1 162 0 �1I N w 204 I "' 1�5' U.E. 34 I04 I O.D474 AC 1 ¢ I I I N89`19'47"E 65.00' I r � 0.0349 AC ¢ 1,464 SF I N N1 " a' I 119 Nw¢w �•i 2215 SF 1I 3,444 SF 1 0.0509 AC i� I 1 w " b r N Q.0336 AC N89'19 47 E 69.04 r f J c°o f LO 0.0791 AC { I I 1 1 n r z 1 N$9"l9 47 E 69.04 N o 1 5.00' I I s88'01'27"W 65.00' 1 N I .039 A 230 1 � " • ' " .04' N 1 0.0399 AC 1 0 01 209 0 " , N89'19'47 E 69.04 � I � I ' r N O l N88 01 27 E 82.00 U E. D LS PA U I S88 01 27 W 69 - 0 TRACT `T{ I �I 1,87D SF N89'19 47 E 55.00 11 4 1 fI I I (0o 'n I I I " o N 0.0429 AC "� r 203 I 01 191 0 I I f 1 cn N o LOT 77 1,721 SF { �; I N89'19 47 E 65.00 I - 1 " 1,475 SF I(6 I 1,867 SF N C,4 1 co 1 0.0395 AC I M N1 N$8`Ol'27"E 69.04' I _ N89'19'47 E 69.04 o I n , 1 `° '' 1 1 r N , N O.a339 AG , 1 N 1______ 0.04E. AC I N 5.fl0 0 4 S88 01 27 W 65.00 I 1 1,740 SF 229 1(6 «i " 6' U.E. l 35 I 1_ { ¢ 1 N 1 0.0399 AC 1�" I N89'19 47 E 69.04 S89`19 47 W 55.00 01 N89"19'47"E 69.04' o L I 6 V) I 3,444 SF I 1 9 U.E. 1 �1 163 0 11 210 �? 202 I_ QI 190 0 , I l0 1 . 0.0791 AC 1 1 NI 2,212 SF I 0 N89-19'47"E 65.00' - OD 1,474 SF 1 I1,519 0 �i 1,873 SF r °' cv SF �I b Z o I 118 2,065 SF I ! 20.66 �{ 0.0508 AC � 0 0° r NI 0.043D AC N N88`01'27"E 82.OQ' I I 1 I I'vs LO c6 0.0338 AC `~ Q.0349 AC { 1 r 0.0474 AC 1 " , z I 1,143 SF 228 1 r: I S89'19'47"W 69.04' . " , I`� I I I q I i � "� I I N88 01 27 E 69.04 I 0.0262 AC o �i N8918 08 E 55.00 1 _ W7 I N89'19 47 E 69.fl4' 4 1 I V 1 1 �' N* of 189 o I �o r I - rn S88'01'27"W 65.00' 164 co N89'19'47"E 65.00' I co z 1 211 5.00 a w o "' 143 SF 0 1,868 SF 0 N89'18 08 E 55.00 N 3 - N1 �+ �" o r I ,n in 'n w " , co ❑ Ci 1,522 SF N ti 0 10 w ¢ 1 117 1' I r N; .034 A N I 1 0.0262 AC 227 { N� 0.0429 AC co w a O.D34'9 AC I oc I � 135 SF � c.i 0.0349 AC �y I in � r� 36 I i�) I 0.026i AC I ` I N88 01 27 E 69.04 _ ,_ , cry 201 I - w ¢ N I N8919 47 E 69.fl4 1 0 1 D.0791 AC I -co S8$'01'27"W 65.00 Y N89'19 47 E 65.00 1 1 S89'19 47 W 69.04 to 1,465 SF co "� m > K) _ 0 �1i o TRACT H N �*+ =- z - ao I 1$8 °D r :n I 1 165 � I I C 1 I 212 V) 19,626 SF 0.0336 AC 1 0 0 w Q , o w Q f r" 1 0 1 r 24' -col $70 SF 0 1 .-. 1 1,740 SF 226 I �1 `� 0.4506 AG 0 C 041 1 870 SF N ;,� Z1 [ -� o N8$'01 27 E 82.00 10 T` 740 SF 1 t` 0 1, 9 U.E. N Z � Q 1,867 SF 0 N89'19'47"E 55.00' I� 0 �� o N1 fl,0429 AC r h I 116 0.0399 AC I NI 0.0429 AC N 1 3 N 0.0399 AC g ❑ I O.D429 AC r; 1 " ;` 1 v a o 1 N I N 1 1 {�- I U NI N USE. D,LS,PA 96 SF 200 1 n " o S89'19 47 W 69.D4 W o o oI ° f bo J�i 1 1 n 1 N88'01 27 E 69.04 " , U n r 0.0221 AC r 0 o S88'01 27 W 65.00 I _ 1 N89`19 47 E 65.D0 I- S89'19 47 w 69.04 " cn �I 187 cO Of O I - 1 213 N - N8919 47E 55.0fl I 1 1,867 SFc 'Q _ o ' o �,Wl a. 0 37 I N _ 1 { d 1 166 o I m I 1,74o SF 225 a- 01 i, N 199 1 N1 O.o42s AC N o W o W cn Sm � o � `O i,740 SF Ir � p t9- 519 SF N w W N 00 oo Z N r o 1 867 SF � o Z�' l 3,444 SF Q ❑ N I 0.fl399 AC I N N 0.0349 AC s I co I w LOT 76 Iy L p 2 I 0.0791 AC I 1 I 115 O.D399 AC 1(D Z N{ 1 g � I " '� ' ' co 1,464 SF a4 (� (ko1 , n , r N N Ci I '•l I rug p 0.0429 AC N N I N I W000po " I S89'i947W 65.00 1 N Q q'+ �• oo � { N { � � I { - b O.fl336 AC { _ "N88`01'27"E 69.04' •.� S89'19 47 W 69.04 24 N89'19 47 E 69.04 ;n ti. .,W a v cL Q)� �' N88'01'27"E 82.00 l p U I S88 01 27 W 65.00qt ' a I 00 I o d O " � 3 - 167 b I I 1,135 SF 224 I`� of 214 0 0 N89`19'47"E 55.00' I �1 1,519 SF � I I f � � �o �cV � I o 0 0 o I aC ap i0 1.143 SF no O 01 o N � 0.0261 AC �' 01 1,519 SF cn _ N 186 1 I N N N O 0 114 I d) Z a QI 1,519 SF c I co r 1 I NI 0.0349 AC N 198 I NI o.a349 AC I > > LD I O.D262 AC l lOOOC a0 0n- r- n = {r N D.0349 AC N I , n , n , , o N Z Z o W °0 1 �C. r I S88'01'27 W 65.00 N 1 , " = I N89'19 47 E 65.00 S89'19 47 W 69.04 c6 1 475 SF I,6 , " 1 I Z W l `n o 1 0 N8$'01 27 E 69.04 1 "� I 6' U.E,-r'-1 r` 6' U.E. N `0.0339 AC {N �I ¢o o s Ci�i w 0 38 N o0 1,143 SF LO w r r I�� S89 19 47 W 55.00 0 N89'19 47 E 69.04' I 1 I�-? - I 1,740 SF 1 215 1 522 SF h cwt ° ► ) 3 444 SF I , 1 113 o.D262 Ac 1 168 "� I v) 223 c6 N M NI 185 ' c i M , I 522 SF o r N I 0.0399 AC I N r1 i,873 SF r N 0,0349 AC N 1 N , a.fl7s1 AC 1 I s8s'D1'27"w 65.oD' �I 1' I - ►� I_ U c, I r N D.Q349 AC N I W � I ( 24 NI 0.0430 AC 197 g y o '27"E 82.00' 1 '' I 0 t° N1 N88'01'27"E 69.04' Q 4 I N88 01 r o 0 = " , I n N cq 1,474 SF I f-- ,.�En¢Q N89'19'47"E 69.04' r r o a N89'19 47 E 65.00 N89'19'47 E 69.04 c0 LO 0.0338 AC I N U r�° I N cv rn r { i. uri r, I cn N Q oo r, o co 184 oa 1 I of o I t` w cn r. I I i� 5.00 " , 0 0 0 z { I 1,740 SF ao I 1 1 n N89'18 08 E 55.00 1 co I 1,870 SF ! 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UTILITY EASEMENT DEDICATED BY THIS PLAT JOB NO. 39793.03 (R) RADIAL BEARING TRACT USE: APRIL 26, 2'024 NOT A PART OF THIS SUBDIVISION D-DRAINAGE EASEMENT PROPOSED SUBDIVISION BOUNDARY LS-LANDSCAPE SHEET 6 OF 9 �` ti PROPOSED LOT LINE A-ACCESS EASEMENT Q PROPOSED RIGHT-OF-WAY LINE PA-PEDESTRIAN ACCESS EASEMENT - PROPOSED CENTERLINE EA-EMERGENCY ACCESS EASEMENT J-R ENGINEERING - -- -- - - ---- - PROPOSED EASEMENT U-UTILITY EASEMENT EXISTING RIGHT-OF-WAY AWestrlanCorparry J - - - - - - - EXISTING PROPERTY LINE 30 15 0 30 EXISTING SECTION LINE Cent8flnd 0-740-9393 - Colorado Spirgs 719--593--2593 KEY MAP SEE SHEET 9 FOR LINE AND CURVE TABLE ORIGINAL SCALE: 1" = 30' Fort Collins 970--491•-988$ - www*gIreftcom ZOCALO AT TRILBY ROAD & COLLEGE "ENUE LOCATED IN THE SOUTHEAST QUARTER OF SECTION 11, TOWNSHIP 6 NORTH, RANGE 69 WEST OF THE 6TH P.M . CITY OF FORT COLLINS, COUNTY OF LARIMER, STATE OF COLORADO - - - - - - - - - - - - - - - - - - - - SHEETS - - - - - - - - - - - - - - - - - - - - - - - - I N88'01'27"E 82.00' � I 07 0.0262 AC I N8g'a1'27"E 69.a4' I - - - - - - - I I N89`19'47"E 332.57' 1 31.50' r 1 s$$•o1'27"w 65.a0' \ 1 I Ill Pli � j 31.50 174 o I cl I Ipco l I r J LS LUNAR COURT 0 oI63 0 1,143 SF I'� 0 1,519 SF � I I o USE- D. � � o o I o � 106 0.0262 AC I r` N 0.0349 AC N a; TRACT J �, (63 PUBLIC R.O.W.) o � 1 Id 1I 3,4442 4 SF I � I r I S88'0127"W 65.00' I N1 N88.01'27"E 69.04 i `� 837 SF o cn 11 to I 1 r I O y 0,0791 AC I I I �1 175 a.o192 Ac s89'19'47"W �192.34' ! k�Z I o I I I 1 740 SF I QI 1,522 SF N I �' C116 58.56' 00 24.00 109.78 C12� C?, 316,372 SF 00 !I o® u� I N88'01'27"E 82.00 105 0.0399 AC Ir 0.0349 AC cv - --- -,-T -- - , - - - - - � - - - - 2 Iwz LOT 73 1 g' U.E._�I N p I"1 I N8$'01'27"E 69.04' TRACT X - -- I , r `\ 9 7.2629 AC RN III I2 0 1 S88'01'27"W 65.0a' 32,599 SF ! 586'4i'43"E 65.07' �'� �` I0 M 0.7484 AC I o I 6' U.E.�--yl -1 176 o uSr D,Ls, 1 I I I �� o I I� 4 p I O I of 1,870 SF PA v 1 100 1,741 SF !°' ! 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D,LS,PA,U � 196 � I � W N88'01 27 1~ 87.94 I I r 101 1,740 SF I r 10.49' I a f o = j j !� SANITATION DISTRICT „ I o.0399 AC I N 1 0 � I TO BE VA CA 7ED BY 1 ! N I C95 179 _ f ` 2,293 SF I QT0741 SF IN o SEPARATE DOCUMENT I LO / 56 W ! ! s$$'o1'27"w 64.67' oI o.o52s AC �, I 4a0 AC I0 � �! AFTER THIS PLAT ( / z C� 10 45 f � I C96 L20 U I N8 I d I S80'03'Sg„E I! HAS BEEN RECORDED I s 5' U.E. 1 N 3, I TRACT W L21 3'43'a6"w ►� I 65.01, � �, rr Q -(A� Q 607 SF I 32. 9fi 1.135 SF I� dI TRACT Z ! o 0.0828 AC c36 I I 0 iJ656 AC `� o C94 36.69 N76. 64 I 1 it !I s8p• 0.0261 AC N ! 38,222 SF I I Q 00 c1 a0 p5 08" I a3' I�' ' �' a.$774 AC I 1 W v ,0 N I USE- D,L , ;V �1 180 W o I 58 E 65. , ;v I l PA TRACT V 1 ao � o� USE- DLS,PA,U / j ` d r'�, N 88`01'27"E 82.23 I I 32,034 SF 1 2,122 SF 1 -�, I I � 6 I / N oo ! I 0 7354 AC cv 0.0487 AC o 3 95 1,741 v- 'i y s S, •p , " N� +�+ O 0.0400 c•-' `t ROW-018 PER l ©q o 9 U.E. L22 USED A, = 5 f I SF I rr a o Q o I r. 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W _ F REC: NO. 20220015185 in 1 �3g 9 p��5 SF 56 ©Q, NI / 76 1,7 Q i f $126' ^S875121"W t� 2s ,gC 49 l 4 _ - p.p4flA� f ; o ' I IV76.05'08"W I 1 S76 0 1 cv rn I _` S88'27'38"W 337.49' " LOT 69, .. / - 56.00' BO fp8"F cv Ni Z f Cgp 20 DRAINAGE EASEMENT CROSS ACCESS EASEMENT I�' S88'27 38 W 1 34955E _40 1,77 f Nf '75 79.04' 4Q 5Q, 1 32 p4. lV77y2'05„W _L REC. NO. 9&004313 REC. NO. 20220015185 20.50' 92 � p p779 SF 50 1;� 1 p2'141 SF f I f 22. 86.17' TO.- IENSEN ENTERPRISES INC./ t ` 9 I ! I N 760 ,8 S76 05' �0 A C I o 5p' a` I V. p4, 32.Q , SUCCESSORS TRACT 35 UTILITY ';'y AC f I 491 � 81, 4Q• 289,695 S EASEMENT L 5 p8•, I"� 08 E 1 ,� yr a 8 } RECOVERED I I i - N875121"E `1 - 6.fi505 AC ;� W 56•00, ` I ''9.04' I �r Q 1 °' o R 1 r T 6 f S� p5• n °' co In 1.25 YELLOW PLASI7C CAP 74.45' N 1'499 S E, o I I 6• 08 E 7g 04, 1 �,Q l STAMPED "LS 32444" V 1 °jer,tom °0344 AF 51 f NI 74 2,1 `1' 9' U.E. 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N0. 2004-0027861 I 3 1 & RESERVOIR COMPANY c° 1 Q"040 0 U W 38.5 , a 0.9903 AC I TO.- SFCSD I q I l " °.0344 �F 54 I� �W �1 S76 05+Og"E AC cv %$ACT 5 .9�v \`s©`��r USE- D,LS,PA 1 I 1 C fN Q n cvl 7g Q4' Q p201 AC UsE '�O �G o_ 1 30 15 0 30 57605,2p„E 5 1 v�N4 Mf 71 2'536 / I f N77'11'S4"W ncz� i N57'47'55"E LEGEND , 6, o / I 0. SF 1 62.7p, � I 18.27 I " ORIGINAL SCALE: 1 = 3O N7605,19 W Op 1� 24' 1V76• 0582 AC 11 © co N f 1736 10) Co cv! S.F. SQUARE FEET SET 18 NO. 5 REBAR WITH 1 " Og „ c� SF vn a0 1 0 1.5" ALUMINUM CAP JR ENG LS: 1 - 56'Qp, f it TRdn� 08 W >o ,. - 1 '� +� f ,,� 0.0598 Ar 78 v vI I U.E. UTILITY EASEMENT DEDICATED BY THIS PLAT ZOCALO/TRILBY & COLLEGE SHEET S - (R) RADIAL BEARING TRACT USE: ,JOB NO. 39793.03 * NOT A PART OF THIS SUBDIVISION D-DRAINAGE EASEMENT APRIL 26, 2024 PROPOSED SUBDIVISION BOUNDARY LS-LANDSCAPE SHEET 7 OF 9 „A PROPOSED LOT LINE A-ACCESS EASEMENT � PROPOSED RIGHT-OF-WAY LINE PA-PEDESTRIAN ACCESS EASEME-A - PROPOSED CENTERLINE EA-EMERGENCY ACCESS EASEME J�V- -- -- -- -- --- PROPOSED EASEMENT U-UTILITY EASEMENT JAR ETGNEE�tTNG --- EXISTING RIGHT-OF-WAY A Westrlan Company - - - - - - - EXISTING PROPERTY LINE EXISTING SECTION LINE Centefrd 3M-740-M - C()Ifll.A Sp*)gs 7t-5%-2593 SEE SHEET 9 FOR LINE AND CURVE TABLE W Cdkis 970-49PW . y yff q'%rhgoop ZOCALO AT TRILBY ROAD & COLLEGE "ENUE LOCATED IN THE SOUTHEAST QUARTER OF SECTION 11, TOWNSHIP 6 NORTH, RANGE 69 WEST OF THE 6TH P.M. CITY OF FORT COLLINS, COUNTY OF LARIMER, STATE OF COLORADO SHEET 7 /� '— 91 � �� [a), j - - - - - - - - - - - - - - - - , - - I os�4 Ac 51 f� 1 I 74 °�,l 7 sF —y 9 U.E. I ff 2,213 sF '►� ^ PE-01 \� Q$ 5 f N 0491 AC f o cv 4.0508 AG a �i+r 89 n, I PER PENDING I I p' $5 SF & °0� o I S76 p f N I N 90 "� 2,$63 SF COOT PLANS 0226 I s,fl$y I 10.0657 Ac A176• Ac 52 /Zo nrl E 79.04' _ C85 NN OS'o$•'w I 73 C19 — _ LOT 2 I 98S 510 6-00, ri 1'339 SF I o 577 26 94' I w 1 C.O.L. COLLEGE AND TRILBY SUBDIVISION I 40' /RRIGA 77ON EASEMENT N Q 26 SF S7 0,03 A C f o I o 8,fl _ cl I .� OZ 9g o ��'2 05�E 3 :` r' REC. NO 20050025365 REc, NO: 20180040079 Ac 53 I co� ps=08"E f N I ,3 a, c � N I I o REC. NO. 20180040080 �7s QS'Q I p LOT 68 REC. NO. 20190007786 $ W 56.00= f �f I 72 1 �9'04' 7 f �0D0, TRACT M 'o� 20' SANITARY SEWER EASEMENT f I I •742 7•,2= �, ��� 43,138 SF N } } REC NO. 2004-002 786 1 I I TO.- NORTH LOUDON DITCH p SF, f 05 \ ! l & RESERVOIR COMPANY �y 1,499 I 57 0400 AC q L 38.55• 0.9903 AC TO: SFCS0 co �° USE. D,LS,PA 1 y I o.0344 ac 54 I� f- W �I 6 a5'o$h I N 1 874�CTN so ��1 f ui V n m Q c�I 1 E 79.°4' 0 0201 I s76'p , I N °'^v o "'! 71 f I N77 ' '�c r 520- *=cv •. 233 I 1 $4" cp N57'47 55 E 4 I N76, s6.Qp, "o 1 0.0586 Sr f , f �` 62.70' �� 18.27' I _ I y °s 1s�w la 24' .N7s• 12 Ae o (0 rvv f 1,736 t �° I 4 56.°0° f 'IRRACT °5�0$hly 7s 0 fI ' I °•0398 AC 78 �' �► V 1,499 R0©63 Sfi W 'v� IV77y1'54"W f 20' AINAGE EASEMENT I ~o V N Q 0344 SF 55 � -� I S76(7s' "98 AC�CSE`j f w v� I 1�15 65.37' c�D' I REC O. 96004313 a IN76 05, AC f� o f 6' (/E 0$ E 7g 04, 'pA ; f f p fl2 S SF f" / TO JE SEN ENTERPRISES, INC./ I I - KEY MAP I °$ s6 , fN W I I f N77.1j,54, Ac 79 f 24, f I SUCC4SSORs 1 ` p oz 5 sF I s Q f �� 0�533 SF I , Z f 1 1 65'72� f _ f I I t I 3 N76 OS $AC 56 f �'Q�Q " f 5$1 Ac f co 9' U.E. f N77 0,0266 AC Iin I I 9$5 SF W 56.Op'f Q� of S76 p5= I -�I ' 4°'Sp, 17 54»�" 66 p O Ins co ° 0226 Ac 57 NI 69 08 E 79.04' , ^� I f cl� N76�5,08" cV 1,744 9' U.E. 50 co 1,775 ,vim aCO I II 1 w8 op' f �- I ° °400 A C� 1.88' N N 0.040$ �c 81 I,; z a° ! N I 4 fl.fl77g Sr o I S7B o5,fl$" I V S77•11,54hE I Q 4 f I I ,a ' 4flg AC 58 f� n'1 E 7g�36, L1 66.58, I v rn I o 6' U.E. f� NI 68 p2'166 SF I S77'11'S4"E f ." NI - �, a I ~�I 0497 1 to 6.87 66 67, co f I IM 6' U.E.---�! rn 57s Q5, h C43 576�5,°$„E $o.Ac I f " If fl1,79p s� /K a- I I o � o N 2Q E 56.07' ! N =f s76 Q5,© » 7g f 0411 AC 82 f i fI LEGEND I 1,794 SF c`a +� $ 81. 6 3 I N77y1° I `� I S.F. SQUARE FEET SET 18 NO. 5 REBAR WITH I 59 �a- tt ' 1$' W o v f 54"W � �, f '� 1.5 ALUMINUM CAP JR ENG W I I _ 0.0412 AC ca to 67 I o `° 1,163 66.84 �ar o f I, U.E. UTILITY EASEMENT DEDICATED BY THIS PLAT N 10.68 2,560 SF I CI I 0.0267 SF. 83 I� w I I (R) RADIAL BEARING TRACT USE: I m , 1 I 0.0588 AG ! �; 'a �, I Ac i I I a S88 27 41 W 56.00 I I ! C3 tam ! ^ f N77�1'S4"�y f o * NOT A PART OF THIS SUBDIVISION D-DRAINAGE EASEMENT I �u 1` S88'27'41"W 79.48' _, e CD 66. 4� I`� 4 w 978 SF 60 I d l a _ ! 1,74 2g' _ •air- q' f `6' U'E' PROPOSED SUBDIVISION BOUNDARY LS-LANDSCAPE Q L` I o 0.0225 AC J l 1 � :� I fl.fl4p SF I� `— 4 I I W Q p r �C14I 6 fi f I N77�1= ry 1 AC 84 f� z R SSSS3= I PROPOSED LOT LINE A—AGCESS EASEMENT V I I N88 27 41 E 56.00 II 2,438 SF II 54 w �I 32 38"F PROPOSED RIGHT-OF-WAY LINE PA-PEDESTRIAN ACCESS EA, I I o _ io 1 0.0560 AC U co c_i ! 63.fl2' 6 n 1,523 SF 5.93 0 I �, TRACT 0 c, �= I -I PROPOSED CENTERLINE EA-EMERGENCY ACCESS EA I V 61 l n g �� , z - 1,178 SF C76 1 o co 0.0350 AC C54 \ _ " tt '�O 1 PROPOSED EASEMENT U-UTILITY EASEMENT I o I N N88'2741 E 68.48 d tl r 0.0270 AC �G'1 G - --- - --- -- L14 EXISTING N 88'27 52 E 51.55LO Y C47 % , N88'27'41"E 42.82' ^�� I RIGHT-OF-WAY - �7 Sd TRACT 0 N88'27 41 E 48.44 fl EXISTING PROPERTY LINE 3 , L9 1-8 \�'sr Qj� 527 SF II cD a r. + �� / - ---- - - EXISTING SECTION LINE0. I I ��O >aS' 2US D , 'I Q v I " I SEE SHEET 9 FOR LINE AND CURVE TABLE A,T A S4• LS S8'8 27 41 W 44.84 .I°y o '49 S88'27Y41"W 46,68' I 18.13' 26.71`_ °0 l s� _ 1]-,C5 0 23.78 22.8`� �----- r 130 Z , A G -co - -^ - I C73 D rn 88 w I I I rn u') � cv 3,716 SF o USE- D,LS,PA � ate, v � �. I I 'cry' � I rn � � $7 �,3. 0.0853 AC (0 PE-01 � I w I I a 00 N .�'`� I PER PENDING 86Q )_Ca) ;o o I COOT PLANS 62 63 !v 64 65 3 v, a' o 85 1 ►2,750 SF c' ' 2,218 SF to ' �0.0631 AC � cn¢ N 0.0508 AC cn LOT 1,2,214 SF 0.0509 AC ;�.� N I o ? o ZC.O.L.. COLLEGE AND TR ILBY SUBDIVSION(0 o � REC N0. 20050025365 o o l �n r o a cn I z rn , O � � I I I I c" 3 1 32.20' 22.04' 22.00' 31.93 IQ, " \ 32.08' 22.04' 22.00° 32.04' I 3 I I I " I ` 10 LO I S88'34'00 W 108.17 SLOPE EASEMENT(SE 01) c� cV I I 40 IRRIGATION EASEMENT N88'27 41 E 108.17 I I I 0 r ire I REC NO. 20240000496 REC. NO. 20180040079 "� REC. NO 20180040080 II O I o I r "cp m Ri REC NO. 20190007786 I I 3 z r r I I I TO.- NORTH LOUDON SLOPE EA SEMEN T(SE=01) 9 U.E.�I I I y I ` DITCH & RESERVOIR REC. NO 20240000496 I I -� � � SLOPE EASEMENT 1 I I COMPANY 15 UTILITY EASEMENT r _ - 15 U^E E. ^- REG. NO 20040010526 - - - - J �-9' U.E. I REC. NO 2004- PVRE2 15' U.E. I I f � - - - -- - TO. -j �� =0��z_ S88'27"38"W 189.96' - _ -4.00 -- -- -- - -- - - -- - _ G r S88'27`38"W 57.48' - N88'27'38`E 249.85'� � — � � — RWN 01 ,- TRACT - r PER PENDING - - 289 695 SF __ I _ - gg4'11'49„W 316.09'— CDOT R.O.W. PLANS - -- -- - 45.5' EX/S17NG R.0.W. N 4 6505 AC �' -- - -- -- -- - -- ' RECOVERED BK. R, P. 185 1.25 YELLOW PLASTIC CAP a` S88'27'38"W 167.80' STAMPED "LS 32444" N ' SANITARY SEWER EASEMENT REC OVERED W. TRILBY ROAD 20 REC TO YELLOW PLASTIG CAP = REC. NO. 96004315 (R.0.W. VARIES) 30 EX/ST1NG R.O.W. ; SOUTH FORT COLLINS - - - - - - - SE- m STAMPED IS 32444" BK. R, P. 185 SANITA TION DISTRICT S. LINE,_SEL14, T.6N, R.69W SEC 11 - - _ - - - - - - W, SEC 11, 6TN PM _ TO BE VA CA;QED BY� - - ' SEPARA TE DOCUMENT 3-1 4 ALUMINUM GAP 58827'38"W 2562.84 W/ILLEGIBLE STAMPING IN RANGE BOX 51/4CORSE-C11, -- -- T.6N, R.69W, 6TH PM RECO VERED 30' EXISTING R.O W. _ 2-1/2" ALUMINUM CAP BK. R, P. 185 _ , - _ ._ _ - - - -- J - -- -- - -- - -- - -- - -- STAMPED "LS14823" IN RANGE BOX -- - -- - - -- --- - , - - - - UNPLAT7FD _ —— — —^ ZOCALO/TRILBY & COLLEGE UNPLATTED GREG J & 1 FFFANY B BROWN JOB NO. 39793.03 OWNER.• I UNPLA TIED I GREGORY J & TIFFANY J BROWN OWNER AP RI L 2E, 2024 I WING LLG SHEET 8 OF 9 I J-R ENGR4EXMNG A Westrian Company 30 15 0 30 Centennial 303-74i)-'M • Coluado *ings 719-•593-2593 ORIGINAL SCALE: 1" = 30' F01•t Collins 970— '� • yyyyyq rerN.com ZOCALO AT TRILBY ROAD & COLLEGE AVENUE LOCATED IN THE SOUTHEAST QUARTER OF SECTION 11, TOWNSHIP 6 NORTH, RANGE 69 WEST OF THE 6TH P.M. CITY OF FORT COLLINS, COUNTY OF LARIMER, STATE OF COLORADO CURVE TABLE CURVE TABLE CURVE TABLE CURVE TABLE CURVE TABLE CURVE TABLE CURVE DELTA RADIUS LENGTH CHORD CURVE DELTA RADIUS LENGTH CHORD CURVE DELTA RADIUS LENGTH CHORD CURVE DELTA RADIUS LENGTH CHORD CURVE DELTA RADIUS LENGTH CHORD CURVE DELTA RADIUS LENGTH CHORD Cl 0'46'56" 640.50' 8.74' SOO'13'21"W 8.74' C21 1'48'03" 559.50' 17.59' S1832'24"E 17.59' C41 1'50'26" 186.50' 5.99' N75'05'18"W 5.99' C61 2'25'35" 640.50' 27.12' S10'53'49"W 27.12' C81 90'00'11" 26.00' 40.84' N32'12'00"W 36.77' C101 15'15'54" 62.00' 16.52' N05'39'24"E 16.47' C2 2'22'56" 640.50' 26.63' S01'21'34"E 26.63' C22 2'40'08" 559.50' 26.06' S20'46'30"E 26.06' C42 15*27'10" 62.00' 16.72' S06'11'16"W 16.67' C62 1*48'15" 640.50' 20.17' S13'00'44"W 20.17' C82 22'09'48" 50.00' 19.34' N01'43'12"E 19.22' C102 89'59'58" 3.00' 4.71' S46'58'32"E 4.24' C3 1'33'46" 640.50' 17.47' S03'19'55"E 17.47' C23 2'26'03" 494.50' 21.01' S20'53'32"E 21.01' C43 2'52'30" 62.00' 3.11' S12'28'37"W 3.11' C63 88'43'30" 10.00' 15.49' N44'05'53"E 13.98' C83 34'57'55" 50.00' 30.51' N26'50'40"W 30.04' C103 89'47'23" 3.00' 4.70' S42'55'08"W 4.23' C4 2'12'20" 640.50' 24.66' S05'12'59"E 24.66' C24 2'02'16" 494.50' 1 17.59' S18'39'22"E 17.59' C44 12'34'40" 62.00' 13.61' SO4'45'02"W 13.58' C64 91'16'30" 10.00' 15.93' S45'54'07"E 14.30' C84 27'01'19" 50.00' 23.58' N57'50'17"W 23.36' C104 108'25'34" 26.00' 49.20' S56'11'20"E 42.18' C5 86'11'23" 10.00' 15.04' N3646'33"E 13.66' C25 2*02'16" 494.50' 17.59' S16'37'07"E 17.59' C45 15*27'10" 38.00' 10.25' S06'11'16"W 10.22' C65 2*02'17" 559.50' 19.90' S12'53'43"W 19.90' C85 5'51'09" 50.00' 5.11' N74'16'31"W 5.10' C105 63'59'35" 26.00' 29.04' S37'36'05"W 27.55' C6 13'49'43" 186.50' 45.01' N86'47'06"E 44.90' C26 3'06'30" 494.50' 26.83' S14'02'44"E 26.82' C46 22'33'28" 50.00' 19.69' S12'49'03"E 19.56' C66 1'47'23" 559.50' 17.48' S10'58'53"W 17.48' C86 0'34'41" 10.00' 0.10' N13'37'31"E 0.10' C106 7'34'51" 26.00' 3.44' S01'48'52"W 3.44' C7 5*18'09" 89.50' 8.28' N88'57'07"W 8.28' C27 1'37'10" 494.50' 13.98' S11'40'54"E 13.98' C47 6'34'25" 50.00' 5.74' S27'22'59"E 5.73' C67 2'44'55" 559.50' 26.84' S08'42'44"W 26.84' C87 87*30'15" 10.00' 15.27' N30'24'58"W 13.83' C107 71'34'26" 26.00' 32.48' S33'48'40"W 30.41' C8 55'56'44" 89.50' 87.39' S60'25'27"W 83.96' C28 21'41'43" 50.00' 18.93' S13'20'12"W 18.82' C48 23'37'40" 50.00' 20.62' S42'29'01"E 20.47' C68 2*50'19" 559.50' 27.72' S05'55'06"W 27.72' C88 88'04'57" 10.00' 15.37' N30'07'37"W 13.90' C108 0'39'44" 559.50' 6.47' N21'46'41"W 6.47' C9 32'38'42" 89.50' 50.99' S16'07'43"W 50.31' C29 21" 8'32" 50.00' 1 18.60' S34'50'19"W 18.49' C49 27'44'02" 50.00' 24.20' S68'09'53"E 23.97' C69 7539'36" 26.00' 34.33' N5037'54"E 31.89' C89 91'55'03" 10.00' 16.04' S5952'23"W 14.38' C109 0'53'22" 640.50' 9.94' N13'28'10"E 9.94' C10 11*34'16" 89.50' 18.07' S05'58'46"E 18.04' C30 78'38'50" 26.00' 35.69' S35'00'18"W 32.95' C50 9'30'25' 50.00' 8.30' S86'47'06"E 8.29' C70 57'05'34" 26.00' 25.91' N59'54'54"E 24.85' C90 6'19'04" 306.50' 33.80' S77'19'37"E 33.78' C110 2'23'46" 640.50' 26.79' N11'49'36"E 26.79' C11 4'02'23" 89.50' 6.31' S13'47'05"E 6.31' C31 17'47'27" 26.00' 8.07' S13'12'50"E 8.04' C51 90'00'00" 26.00' 40.84' S46'32'19"E 36.77' C71 18'34'01" 26.00' 8.43' N22'05'06"E 8.39' C91 88'04'57" 10.00' 15.37' S30'07'37"E 13.90' C111 1'33'45" 640.50' 17.47' N09'50'50"E 17.47' C12 13'49'44" 186.50' 45.01' N08'53'25"W 44.90' C32 96'26'17" 26.00' 43.76' S26'06'35"W 38.78' C52 47'37'38" 26.00' 21.61' S67'43'30"E 21.00' C72 27'04'39" 50.00' 23.63' N68'46'22"E 23.41' C92 91'55'03" 10.00' 16.04' N59'52'23"E 14.38' C112 2'23'47" 640.50' 26.79' N07'52'04"E 26.79' C13 81'50'48" 18.50' 26.43' S38'56'51"W 24.24' C33 1'14'06" 186.50' 4.02' N01'21'31"W 4.02' C53 42'22'22" 26.00' 19.23' S22'43'30"E 18.79' C73 6'09'00" 50.00' 5.37' N85'23'12"E 5.36' C93 90'00'00" 3.00' 4.71' 1 N31'05'08"W 4.24' C113 211'40" 640.50' 24.53' N05'34'20"E 24.53' C14 86'29'40" 10.00' 15.10' N56'52'55"W 13.70' C34 1235'38" 186.50' 40.99' N05'33'21"E 40.91' C54 1*39'12" 292.81' 18.45' S77'07'49"W 8.45' C74 75'39'36" 50.00' 66.03' N50'37'54"E 61.33' C94 90'00'00" 3.00' 4.71' N58'54'52"E 4.24' C114 1'33'46" 640.50' 17.47' NO3'41'37"E 17.47' C15 535'44" 559.50' 54.64' S02'11'02"E 54.62' C35 13'49'43" 186.50' 45.01' N04'56'18"E 44.90' C55 1'50'42" 640.50' 20.62' S00'39'29"W 20.62' C75 37'40'06" 50.00' 32.87' N36'24'00"E 32.28' C95 7'33'41" 38.00' 5.01' N01'48'17"E 5.01' C115 2'23'45" 640.50' 26.78' N01'42'52"E 26.78' C16 2'38'21" 559.50' 25.77' S06'18'05"E 25.77' C36 0'56'55" 89.50' 1.48' S11'22'42"W 1.48' C56 2*09'10" 640.50' 24.07' S02'39'25"W 24.06' C76 4'45'51" 50.00' 4.16' N15'11'01"E 4.16' C96 8*19'44" 38.00' 5.52' N09'45'00"E 5.52' C116 0'23'22" 640.50' 4.35' N00'19'18"E 4.35' C17 1'47'20" 559.50' 17.47' S08'30'55"E 17.47' C37 27'08'33" 89.50' 42.40' S02'40'02"E 42.00' C57 0'45'43" 640,50' 8.52' SO4'06'51"W 8.52' C77 2'28'00" 559.50' 24.09' S03'15'57"W 24.08' C97 15'53'25" 38.00' 10.54' N05'58'09"E 10.51' C117 89'12'10" 6.50' 10.12' S44'43'42"W 9.13' C18 3'40'59" 559.50' 35.97' S11'15'04"E 35.96' C38 13'49'43" 186.50' 45.01' N81'04'57"W 44.90' C58 2'53'28" 640.50' 32.32' S05'56'27"W 32.32' C78 2'17'49" 559.50' 22.43' SOO'53'03"W 22.43' C98 72'11'32" 18.50' 23.31' S38'04'19"E 21.80' C118 1'14'26" 705.50' 15.28' N00'09'12"E 15.28' C19 2'44'45" 559.50' 26.81' S14'27'56"E 26.81' C39 4'35'43" 186.50' 14.96' N85'41'57"W 14.95' C59 1'50'55" 640.50' 20.67' S08'18'39"W 20.67' C79 23*28'13" 26.00' 10.65' N01'03'59"E 10.58' C99 15'53'25" 62.00' 17.19' N05'58'09"E 17.14' C119 2'10'30" 705.50' 26.78' N01'51'39"E 26.78' C20 1'48'03" 559.50' 17.59' S16'44'21"E 17.59' C40 7'23'35' 186.50' 24.06' N79-42-19"W 24.05' C60 0-26-55" 1 640.50' 5.02' 1 S09'27'34"W 5.02' C80 66'31'58" 26.00' 30.19' 1 N43'56'06"W 28.52' C100 0'37'30" 62.00' 0.68' N13'36'06"E 0.68' C120 1'25'07" 705.50' 17.47' NO3'39'28"E 17.47' CURVE TABLE CURVE TABLE CURVE TABLE LINE TABLE LINE TABLE CURVE DELTA RADIUS LENGTH CHORD CURVE DELTA RADIUS LENGTH CHORD CURVE DELTA RADIUS LENGTH CHORD LINE BEARING DISTANCE LINE BEARING DISTANCE C121 2*36'12" 705.50' 32.06' N05'40'08"E 32.05' C141 2'23'33" 640.50' 26.75' N09'35'26"W 26.74' C161 21'43'52" 26.00' 9.86' S10*11'44"W 9.80' L1 N00'36'49"E 11.42' L21 S76'05'08"E 15.00' C122 2'10'31" 705.50' 26.79' N08'03'30"E 26.78' C142 1'34'36" 640.50' 17.63' N07'36'22"W 17.62' C162 90'00'00" 50.00' 78.54' N45'40'13"W 70.71' L2 S00'36'49"W 11.44' L22 N76'05'08"W 15.00' C123 1'25'07" 705.50' 17.47' N09'51'19"E 17.47' C143 2*18'50" 640.50' 25.87' N05'39'38"W 25.87' C163 83'05'29" 50.00' 72.51' N49'07'28"W 66.32' L3 N79'52'14"E 7.92' L23 N13'54'52"E 23.77' C124 2'10'31" 705.50' 26.78' N11'39'08'E 26.78' C144 2'20'05" 640.50' 26.10' NO3'20'11"W 26.10' C164 6'54'31" 50.00' 6.03' N04'07'28"W 6.03' L4 N57'32'55"W 14.48' L24 S13'54'52"W 9.74' C125 1'10'28" 705.50' 14.46' N13'19'37"E 14.46' C145 1'29'55" 640.50' 16.75' N01'25'10"W 16.75' C165 29'10'44" 26.00' 13.24' N15'15'34"W 13.10' L5 S66'30'48"E 23.33' L25 I S01'58'33"E 0.70' C126 90'00'00" 26.00' 40.84' S45'40'13"E 36.77' C146 1'21'38" 705.50' 16.75' N01'21'02"W 16.75' C166 90'00'00" 26.00' 40.84' N45'40'13"W 36.77' L6 N22'06'34"W 5.00' L26 S88'01'28"W 15.01' C127 44'08'09" 36.50' 28.12' S68'36'08"E 27.43' C147 2'28'22" 705.50' 30.45' NO3'16'02"W 30.45' C167 60'49'16" 26.00' 27.60' N60'15'34"W 26.32' L7 S77'02'42"W 8.80' L27 N88'01'29"E 15.00' C128 24'45'50" 36.50' 15.78' S34'09'08"E 15.65' C148 2*23'14" 705.50' 29.40' N05'41'50"W 29.39' C168 72'11'32" 50.00' 63.00' S38'04'19"E 58.91' L8 S77'02'42"W 1 12.71' L28 S01'58'33"E 27.47' C129 68'53'59" 36.50' 43.89' S56'13'13"E 41.30' C149 1'25'53" 705.50' 17.63' N07'36'24"W 17.62' C169 14*10'44" 600.00' 148.48' S06'49'30"W 148.10' L9 S77'02'42"W 21.51' L29 S20'56'35"W 3.23' C130 90'00'00" 6.50' 10.21' S45'40'13"E 9.19' C150 2'10'19" 705.50' 26.74' N09'24'30"W 26.74' C170 17*22'13" 275.00' 83.37' S82'51'12"E 83.05' L10 N47'32'21"E 25.97' L30 S0036'49"W 11.45' C131 18'43'09" 26.00' 8.49' N12'44'59"W 8.46' C151 1'26'54" 705.50' 17.83' N11'13'07"W 17.83' C171 39'27'44" 50.00' 34.44' N72'14'41"W 33.76' L11 N13'54'52"E 12.77' L31 S89'19'47"W 10.00' C132 72'59'17" 26.00' 33.12' N33'06'14"E 30.93' C152 2*10'20" 705.50' 26.75' N13'01'44"W 26.75' C172 22'43'23" 550.50' 218.32' S10'44'52"E 216.90' L12 N01'32'19"W 34.08' L32 S79'21'370E 10.20' C133 91'42'26" 26.00' 41.62' N2344'39"E 37.31' C153 1'25'40" 705.50' 17.58' N14'49'44"W 17.58' C173 0'24'29" 640.50' 4.56' S00'50'40"E 4.56' L13 S01'32'19"E 34.08' L33 N78'01'58"E 10.21' C734 0'47'40" 640.50' 8.88' N21'42'44"W 8.88' C154 1'25'40" 705.50' 17.58' N16'15'24"W 17.58' L14 S2137'53"E 6.26' L34 N89-19-47"E 10.00' C135 1'47'47" 640.50' 20.08' N20'25'00"W 20.08' C155 2'05'58" 705.50' 25.85' N18'01'13"W 25.85' L15 N13'54'52"E 5.00' C136 2'24'10" 640.50' 26.86' N18'19'02"W 26.86' C156 2*12'58" 26.00' 1.01' N20'10'41"W 1.01' L16 N13'54'52"E 10.92' C137 1'34'22" 640.50' 17.58' N16'19'46"W 17.58' C157 89'06'57" 26.00' 40.44' N65'50'39"W 36.48' L17 S13'54'52"W 10.92' C138 1'34'22" 640.50' 17.58' N1445'23"W 17.58' C158 91*19'56" 26.00' 41.45' N64'44'10"W 37.19' L18 N13'54'52"E 5.00' C139 2'23'36" 640.50' 26.75' N12'46'25'W 26.75 C159 90'00'00" 26.00' 40.84' S44'19'47"W 36.77' L19 S77'12'05"E 11.14' C140 0'47'24" 640.50' 8.83' N11'10'55"W 8.83' C160 68*16'08" 26.00' 30.98' S55-11'44"W 29.18' L20 N1354'52"E 1.70' ZOCALO/TRILBY & COLLEGE JOB NO. 39793.03 APRIL 26, 2024 SHEET 9 OF 9 �v`\ J-R ENGINEERING A Westrian Company Centennd 3M-740-9393 • Colorado Sorgs 714-59`i-2593 Fort Colds 970-491-M • wwwjrengheffhg=