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HomeMy WebLinkAboutEAST RIDGE - Filed S-SUBDIVISION PLAT - 2009-08-11q' In N M O� LA J 14 City Limits r Q I- L�.I z 7VIN!EDRIVE L_ ITEMIr L ...City Limits IMAI OWNER EAST RIDGE OF FORT COLLINS, LLC PO BOX 40 TIMNATH, COLORADO 80547 (970) 586-1018 FAX: (970) 686-1046 NORTHERN VICINITY MAP N.T.S RAILROAD EAST RIDGE OF FORT COLLINS, LLC TST, INC., CONSULTING ENGINEERS PO BOX 40 748 WHALER'S WAY TIMNATH, COLORADO 80547 FORT COLLINS, CO 80525 (970) 686-1018 (970) 226-0557 FAX: (970) 686-1046 (970) 226-0204 FAX PLAT OF EAST RIDGE A TRACT OF LAND SITUATE IN THE EAST HALF OF SECTION 8 AND THE NORTHWEST QUARTER OF SECTION 9, TOWNSHIP 7 NORTH, RANGE 88 WEST, OF THE GTH P.M; CITY OF FORT COLLINS, COUNTY OF LARIMER, STATE OF COLORADO. N ALL RESPONSIBILITIES AND COSTS OF OPERATION, MAINTENANCE AND RECONSTRUCTION OF THE PRIVATE STREETS AND/OR DRIVES LOCATED ON THE PRIVATE PROPERTY THAT IS THE SUBJECT OF THIS PLAT SHALL BE BORNE BY THE OWNERS OF SAID PROPERTY, EITHER INDIVIDUALLY, OR COLLECTIVELY, THROUGH A PROPERTY OWNERS' ASSOCIATION, IF APPLICABLE, THE CITY OF FORT COLLINS SHALL HAVE NO OBLIGATION OF OPERATION, MAINTENANCE OR RECONSTRUCTION OF SUCH PRIVATE STREETS AND/OR DRIVES NOR SHALL THE CITY HAVE ANY OBLIGATION TO ACCEPT SUCH STREETS AND/OR DRIVES AS PUBLIC STREETS OR DRIVES. TOTAL LOTS 394 DESCRIPTION OF LAND USE SIZE (ACRES) PERCENTAGE (%) TOTAL TRACT A: FUTURE DEVELOPMENT OWNED & MAINTAINED BY EAST RIDGE OF FORT COLLINS, LLC 9.67 6.31 TRACT B: FUTURE DEVELOPMENT OWNED & MAINTAINED BY EAST RIDGE OF FORT COLLINS, LLC 0.64 0.42 TRACT C: FUTURE DEVELOPMENT OWNED & MAINTAINED BY EAST RIDGE OF FORT COLLINS, LLC 1.45 0.94 TRACT D: FUTURE DEVELOPMENT OWNED & MAINTAINED BY EAST RIDGE OF FORT COLLINS, LLC 0.66 0.43 TRACT E: FUTURE DEVELOPMENT OWNED & MAINTAINED BY EAST RIDGE OF FORT COLLINS, LLC 0.69 0.45 TRACT F: FUTURE DEVELOPMENT OWNED & MAINTAINED BY EAST RIDGE OF FORT COLLINS, LLC 2.66 1.73 TRACT G: PARK OWNED & MAINTAINED BY H.O.A. 0.81 0.53 TRACT H: FUTURE DEVELOPMENTOWNED MAINTAINED BYEAST RIDGE 0F FORT COLLINS, LLC 0.98 0.64 TRACT 1: FUTURE DEVELOPMENT OWNED & MAINTAINED BY EAST RIDGE OF FORT COLLINS, LLC 3.52 2.49 TRACT J: OWNED & DRAINAGE, IRRIGATION, AND UTILITY EASEMENT, LANDSCAPE BUFFER EASEMENT, MAINTAINED BY H.O.A. 1.19 0.78 TRACT K: DRAINAGE, AND IRRIGATION EASEMENT, LANDSCAPE BUFFER EASEMENT, OWNED & MAINTAINED BY H.O.A. 1715 11 19 TRACT L: LANDSCAPE BUFFER EASEMENT OWNED & MAINTAINED BY H.O.A. 0.75 0.49 TRACT M: LANDSCAPE BUFFER EASEMENT OWNED & MAINTAINED BY H.O.A. 0.78 0.51 TRACT N: FUTURE DEVELOPMENT OWNED & MAINTAINED BY EAST RIDGE OF FORT COLLINS, LLC 4.38 2.86 TRACT 0: FUTURE DEVELOPMENT OWNED & MAINTAINED BY EAST RIDGE OF FORT COLLINS, LLC 5.83 3.80 TRACT P: DRAINAGE, UTILITY, AND PEDESTRIAN ACCESS EASEMENT, OWNED & MAINTAINED BY H.O.A. 0.09 0.06 TRACT Q: PUBLIC PARK OWNED & MAINTAINED BY CITY OF FORT COLLINS 10.00 6.52 TRACT R: PARK OWNED & MAINTAINED BY H.O.A. 0.72 0.47 TRACT S: DRAINAGE, UTILITY, AND PEDESTRIAN ACCESS EASEMENT OWNED & MAINTAINED BY H.O.A. 0.09 0.06 TRACT T: DRAINAGE, UTILITY, AND PEDESTRIAN ACCESS EASEMENT OWNED & MAINTAINED BY H.O.A. 0.09 0.06 TRACT U: DRAINAGE, UTILITY, AND PEDESTRIAN ACCESS EASEMENT OWNED & MAINTAINED BY H.O.A. 0.09 0.06 TRACT V: FUTURE DEVELOPMENT OWNED & MAINTAINED BY EAST RIDGE OF FORT COLLINS, LLC 1.91 1 25 TRACT W: FUTURE DEVELOPMENT OWNED & MAINTAINED BY EAST RIDGE OF FORT COLLINS, LLC 0,96 0.62 TRACT X: DRAINAGE, UTILITY, AND PEDESTRIAN ACCESS EASEMENT OWNED & MAINTAINED BY H.O.A. 0.04 0.03 TRACT Y: DRAINAGE, UTILITY, AND PEDESTRIAN ACCESS EASEMENT OWNED & MAINTAINED BY H2O.A, 0.08 0.05 TRACT Z: DRAINAGE, UTILITY, AND PEDESTRIAN ACCESS EASEMENT OWNED & MAINTAINED BY H.O.A. 0.10 0.06 TRACT AA: DRAINAGE, UTILITY, AND PEDESTRIAN ACCESS EASEMENT OWNED & MAINTAINED BY H.O.A. 0,04 0.03 TRACT BB: DRAINAGE, UTILITY, AND PEDESTRIAN ACCESS EASEMENT OWNED & MAINTAINED BY H.O.A. 0.04 0.03 LOTS/ALLEYS/ROADS 87.58 57,13 TOTAL 153,29 100,00 STATEMENT OF OWNERSHIP AND SUBDIVISION KNOW ALL MEN BY THESE PRESENTS, THAT THE UNDERSIGNED, BEING ALL THE OWNERS OF THE FOLLOWING DESCRIBED LAND: A TRACT OF LAND LOCATED IN THE EAST HALF OF SECTION 8 AND THE NORTHWEST QUARTER OF SECTION 9, TOWNSHIP 7 NORTH, RANGE 68 WEST OF THE 6TH P.M., CITY OF FORT COLLINS, COUNTY OF LARIMER, STATE OF COLORADO: BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: COMMENCING AT THE NORTHEAST CORNER OF SAID SECTION 8, TOWNSHIP 7 NORTH, RANGE 68 WEST, SAID POINT BEING MARKED BY A NO. 6 REBAR AND 2-1/2" ALUMINUM CAP STAMPED LS 28285; AND CONSIDERING THE EAST LINE OF THE NORTHEAST QUARTER OF SA,v SECTION 8 TO BEAR SOO'17'10"W, (EAST QUARTER CORNER OF SAID SECTION 8 BEING MARKED BY A NO. 6 REBAR AND 2" ALUMINUM CAP STAMPED LS 7839). WITH ALL OTHER BEARINGS RELATIVE THERETO; THENCE ALONG THE EAST LINE OF SAID NORTHEAST QUARTER OF SECTION 8, S00'17'10"W, 80.01 FEET TO THE POINT OF BEGINNING; THENCE CONTINUING ALONG SAID EAST LINE S00'17'10"W, 1,471.23 FEET; THENCE S89'29'01"E, 38.00 FEET; THENCE S00'17'10"W, 1,041.02 FEET; THENCE N88'50'31"W, 1,048.76 FEET; THENCE S70'00'03"W, 310.31 FEET; THENCE N88'50'31"W, 214.07 FEET; THENCE N71'33'57"W, 377.13 FEET; THENCE N88'50'31"W, 754.72 FEET TO THE WEST LINE OF SAID NORTHEAST QUARTER OF SAID SECTION 8; THENCE NOO'42'43"E, 2,510.01 FEET TO A POINT ON THE SOUTHERLY 50' RIGHT OF WAY LINE OF THE BURLINGTON NORTHERN RAILROAD AS DESCRIBED IN THE DEED RECORDED AT BOOK 245, PAGE 76; THENCE PARTLY ALONG SAID SOUTHERLY RIGHT-OF-WAY LINE AND PARTLY ALONG THE SOUTHERLY RIGHT-OF-WAY LINE OF OMNITRAX, AS DESCRIBED IN THE DEED RECORDED AT RECEPTION NO. 99035876, S88'52'37"E, 2,510.38 FEET TO THE POINT OF BEGINNING, SAID TRACT CONTAINS 153.29 ACRES (6,677,336 SQUARE FEET) MORE OR LESS AND IS SUBJECT TO ALL RIGHTS -OF -WAY, EASEMENTS AND RESTRICTIONS OF RECORD OR THAT NOW EXIST ON THE GROUND. THE UNDERSIGNED HAVE CAUSED THE ABOVE DESCRIBED LAND TO BE SURVEYED AND SUBDIVIDED INTO LOTS, TRACTS, STREETS AND EASEMENTS AS SHOWN ON THIS PLAT TO BE KNOWN AS EAST RIDGE, SUBJECT TO ALL EASEMENTS AND RIGHTS -OF -WAY NOW RECORDED OR EXISTING OR INDICATED ON THIS PLAT. CERTIFICATE OF DEDICATION THE UNDERSIGNED DOES HEREBY DEDICATE AND CONVEY TO THE CITY OF FORT COLLINS, COLORADO, FOR PUBLIC USE, FOREVER, THE STREETS, ALLEYS AND EASEMENTS AS LAID OUT AND DESIGNATED ON THIS PLAT; PROVIDED, HOWEVER, THAT: 1) ACCEPTANCE BY THE CITY OF THIS DEDICATION OF EASEMENTS DOES NOT IMPOSE UPON THE CITY A DUTY TO MAINTAIN THE EASEMENTS SO DEDICATED; AND 2) ACCEPTANCE BY THE CITY OF THIS DEDICATION OF STREETS AND ALLEYS DOES NOT IMPOSE UPON THE CITY A DUTY TO MAINTAIN THE STREETS AND ALLEYS SO DEDICATED UNTIL SUCH TIM E AS THE PROVISIONS OF THE MAINTENANCE GUARANTEE HAVE BEEN FULLY SATISFIED. MAINTENANCE QUARANTEE THE UNDERSIGNED, HEREBY WARRANTS AND GUARANTEES TO THE CITY OF FORT COLLINS, FOR A PERIOD OF TWO (2) YEARS FROM THE DATE OF COMPLETION AND FIRST ACCEPTANCE BY THE CITY OF THE IMPROVEMENTS WARRANTED HEREUNDER, THE FULL AND COMPLETE MAINTENANCE AND REPAIR OF THE IMPROVEMENTS CONSTRUCTED UNDER THE AUTHORITY OF THIS PLAT. THIS WARRANTY AND GUARANTEE IS MADE IN ACCORDANCE NTH THE CITY OF FORT COLLINS LAND USE CODE AND/OR THE TRANSITIONAL LAND USE REGULATIONS, AS 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, DRAINAGE PIPES, CULVERTS, CATCH BASINS, DRAINAGE DITCHES AND LANDSCAPING. ANY MAINTENANCE AND/OR REPAIR REQUIRED ON 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 CONSISTENT BASIS WITH ALL CONSTRUCTION STANDARDS, SAFETY REQUIREMENTS AND ENVIRONMENTAL PROTECTION REQUIREMENTS OF THE CITY. THE UNDERSIGNED SHALL ALSO CORRECT AND REPAIR, OR CAUSE TO BE CORRECTED AND REPAIRED, ALL DAMAGES TO SAID IMPROVEMENTS RESULTING FROM DEVELOPMENT -RELATED OR BUILDING -RELATED ACTIVITIES. IN THE EVENT THE UNDERSIGNED FAILS TO CORRECT ANY DAMAGES WITHIN THIRTY (30) DAYS AFTER WRITTEN NOTICE THEREOF, THEN SAID DAMAGES MAY BE CORRECTED BY THE CITY AND ALL COSTS AND CHARGES BILLED TO AND PAID BY THE UNDERSIGNED, THE CITY SHALL ALSO HAVE ANY OTHER REMEDIES AVAILABLE TO IT AS AUTHORIZED BY LAW. ANY DAMAGES WHICH OCCURRED PRIOR TO THE END OF SAID TWO (2) YEAR PERIOD AND WHICH ARE UNREPAIRED AT THE TERMINATION OF SAID PERIOD SHALL REMAIN THE RESPONSIBILITY OF THE UNDERSIGNED. REPAIR GUARANTEE IN CONSIDERATION OF THE APPROVAL OF THIS FINAL PLAT AND OTHER VALUABLE CONSIDERATION, THE UNDERSIGNED DOES HEREBY AGREE TO HOLD THE CITY OF FORT COLLINS, COLORADO, HARMLESS FOR A FIVE (5) YEAR PERIOD, COMMENCING UPON THE DATE OF COMPLETION AND FIRST ACCEPTANCE BY THE CITY OF THE IMPROVEMENTS CONSTRUCTED UNDER THE AUTHORITY OF THIS PLAT, FROM ANY AND ALL CLAIMS, DAMAGES, OR DEMANDS ARISING ON ACCOUNT OF THE DESIGN ANDCONSTRUCTION 0F PUBLIC IMPROVEMENTS OF THE PROPERTY SHOWN HEREIN; AND THE OWNER FURTHE RMORE 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 RIGHT-OF-WAY EASEMENTS AND OTHER PUBLIC PRO PERTIES, RESULTING FROM FAILURES CAUSED BY DESIGN AND/OR CONSTRUCTION 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. FURTHERMORE THE UNDERSIGNED WARRANTS THAT HE/SHE OWNS FEE SIMPLE 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 ENGINEERING TECHNIQUES AND DUE CAUTION IN THE CONSTRUCTION OF CROSS DRAINS, DRIVES, STRUCTURES OR BUILDINGS, THE CHANGING OF COURSES OF STREAMS AND RIVERS, FLOODING FROM NATURAL CREEKS AND RIVERS, AND ANY OTHER MATTER 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. THE OBLIGATIONS OF THE UNDERSIGNED PURSUANT TO 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 IMPROVEMENTS IS RECEIVED FROM THE CITY BY, SUCH OTHER PERSON OR ENTITY. OWNER OWNER: EAST RIDGE OF FORT COLLINS, LLC, A COLORADO REGISTERED LIMITED LIABILITY COMPANY MA DAY MY HAND AID SEAL THIS DAY OF Me- !t ,2009. BY: IA ARIAT' CERTIFICATE STATE OF COLORADO) )SS COUNTY OF LARIMER) THE FOREGOING INSTRUMENT WAS ACKNOWLEDGED BEFORE ME B OFjF(1ST RIDGE OF e 7 COLLINS, LLC, A COLORADO REGISTEREQ LIMI D IABiLITY COM A THIS JV DAY OF , 2009. j.zs-u b Allp all, - MY COMMISSION EXPIRES: Notary Public OWNER OWNER: WHITHAM FARMS, LLC, WITNESS MY HAND AND SEAL THIS/411DAY OF �4 1.,�,2009. B Y: NAME, I LE NOTARIAL CERTIFICATE STATE OF COLORADO) )SS COUNTY OF LARIMER) THE FOREGOING INSTRUMENT W $ ACKNOWLEI WHITHAM FARMS, LLC, THIS DAY OF_ MY COMMISSION EXPIRES: gaa, e2jr^ NOTARY PUBLIC I HEREBY CERTIFY THAT THIS SUBDIVISION PLAT HAS BEEN DULY EXECUTED AS REQUIRED PURSUANT TO 2.2.3(C)(3)(A) THROUGH (E) INCLUSIVE OF THE LAND USE CODE OF THE CITY OF FORT COLLINS AND THAT ALL PERSONS SIGNING THIS SUBDIVISION PLAT ON BEHALF OF A CORPORATION OR OTHER ENTITY ARE DULY AUTHORIZED SIGNATORIES UNDER THE LAWS OF THE STATE OF COLORADO. THIS CERTIFICATION IS BASED UPON THE RECORDS OF THE CLERK AND RECORDER OF LARIMER COUNTY, COLORADO AS OF THE DATE OF EXECUTION OF THE PLAT AND OTHER INFORMATION DISCOVERED BY ME THROUGH REASONABLE INQUIRY AND IS LIMITED AS AUTHORIZED BY SECTION 2.2.3(C)(3)(F) OF THE LAND USE CODE. ATTO*WJ6 ADDR S. e rm✓/�ir� �o REGISTRATION NO.: c � SURVEYOR'S STATEMENT: I, JOHN STEVEN VON NIEDA, A COLORADO REGISTERED PROFESSIONAL LAND SURVEYOR, DO HEREBY STATE THAT THIS SUBDIVISION PLAT WAS PREPARED FROM AN ACTUAL SURVEY UNDER MY PERSONAL SUPERVISION, THAT THE MONUMENTATION AS INDICATED HEREON WAS FOUND OR SET AS SHOWN, AND THAT THE FORGOING PLAT IS AN ACCURATE REPRESENTATION THEREOF, ALL THIS TO THE BEST OF MY KNOWLEDGE, INFORMATION AND BELIEF. 00 �P00 REGisI JOHN STEVEN VON NIEDA COLORADO REGISTERED PROFESSIO & SU TST, INC, CONSULTING ENGINEERS 748 WHALER'S WAYS 7-13.- FORT COLLINS, CO 80525 Fss (970) 226-0557 (970) 226-0204 FAX APPROVED AS TO FORM. CITY ENGINEER BY - CITY JE4GINEER OF THE CITY OF FORT COLLINS, COLORADO ON THIS AY OF L� 2009. ORT v ENGINEER `AOF .CO�C/ PLANNING APPROVAL SEAL ` 11 .. .. BY THE DIPECTOR 1OF PLANNING OF TH CISY OF FORT COLtI COLORADO ON THIS >DAY OF �11Ak 2009. DIRECTOR OF PLANNING NOTICE OF OTHER DOCUMENTS: ALL PERSONS TAKE NOTICE THAT THE DEVELOPER AND/OR OWNER HAS EXECUTED CERTAIN DOCUMENTS PERTAINING TO THIS DEVELOPMENT WHICH CREATE CERTAIN RIGHTS AND OBLIGATIONS OF THE DEVELOPMENT, THE DEVELOPER AND/OR SUBSEQUENT OWNERS OF ALL OR PORTIONS OF THE DEVELOPMENT SITE, MANY OF WHICH OBLIGATIONS CONSTITUTE PROMISES AND COVENANTS WHICH RUN WITH THE LAND. THE SAID DOCUMENTS MAY ALSO BE AMENDED FROM TIME TO TIME AND MAY INCLUDE WITHOUT LIMITATIONS, S, THE DEVELOPMENT AGREEMENT, SITE AND LANDSCAPE COVENANTS, FINAL SITE PLAN, FINAL LANDSCAPE PLAN, AND ARCHITECTURAL ELEVATIONS, WHICH DOCUMENTS ARE ON FILE IN THE OFFICE OF THE CLERK OF THE CITY OF FORT COLLINS AND SHOULD BE CLOSELY EXAMINED BY ALL PERSONS INTERESTED IN PURCHASING ANY PORTION OF THE DEVELOPMENT SITE. BASIS OF BEARING CONSIDERING THE EAST LINE F THE NORTHEAST QUARTER OF SECTION 8 A HAVING AN ASSUME BEARING '17'10" 0 Q E SEC 0 S DBE G OF S00 W AND WITH ALL BEARINGS CONTAINED HEREIN RELATIVE THERETO. SURVEY NOTES: I. FOR ALL INFORMATION REGARDING OWNERSHIP AND EASEMENTS OR RIGHTS -OF -WAY OF RECORD, TST, INC. RELIED UPON TITLE COMMITMENT NO. 09-03730 PREPARED BY LAWYERS TITLE INSURANCE CORPORATION EFFECTIVE APRIL 22, 2009, AT 7:00 A.M. THIS DOES NOT CONSTITUTE A TITLE SEARCH BY TST INC . 2, ACCORDING TO COLORADO LAW, YOU MUST COMMENCE ANY LEGAL ACTION BASED UPON ANY DEFECT IN THIS SURVEY WITHIN THREE YEARS AFTER YOU FIRST DISCOVERED SUCH DEFECT. IN NO EVENT MAY ANY ACTION BASED UPON ANY DEFECT IN THIS SURVEY BE COMMENCED MORE THAN TEN YEARS FROM THE DATE OF CERTIFICATION SHOWN HEREON. 3. ALL SIDEYARD LOT LINE DRAINAGE EASEMENTS SHOWN ON THIS PLAT SHALL BE 3' WIDE AND ARE FOR STORM DRAINAGE RUNOFF. 4. TRACTS G, J, K, L, M, P, R, S, T, U, X, Y, Z, AA, AND BB SHALL BE DEEDED TO THE HOMEOWNERS' ASSOCIATION 1) CONCURRENTLY WITH THE RECORDATION OF THIS PLAT OR II) AT THE TIME OF ESTABLISHMENT OF THE HOMEOWNERS' ASSOCIATION, WHICHEVER EVENT OCCURS LATER IN TIME, TRACT Q SHALL BE DEEDED TO THE CITY OF FORT COLLINS AND IS RESERVED FOR USE AS A PUBLIC PARK. TRACTS A THROUGH F INCLUSIVE, H, I, N, 0, V, AND W ARE FOR FUTURE DEVELOPMENT. 5. TRACT J IS DEDICATED AS A DRAINAGE, IRRIGATION, UTILITY AND LANDSCAPE BUFFER EASEMENT, TRACT K IS DEDICATED AS A DRAINAGE, IRRIGATION AND LANDSCAPE BUFFER EASEMENT. TRACTS P, S, T. U, X. Y, Z, AA, AND BB ARE DEDICATED AS DRAINAGE, UTILITY, AND PEDESTRIAN ACCESS EASEMENTS. TRACTS L AND M ARE DEDICATED AS LANDSCAPE BUFFER EASEMENTS. 6. SIGHT DISTANCE EASEMENT - THE SIGHT DISTANCE EASEMENT IS AN EASEMENT REQUIRED BY THE CITY AT SOME STREET INTERSECTIONS WHERE IT IS NECESSARY TO PROTECT THE LINE OF SIGHT FOR A MOTORIST NEEDING TO SEE APPROACHING TRAFFIC AND TO REACT SAFELY FOR MERGING THEIR VEHICLE INTO THE TRAFFIC FLOW. THE FOLLOWING ARE REQUIREMENTS FOR CERTAIN OBJECTS THAT MAY OCCUPY A SIGHT DISTANCE EASEMENT FOR LEVEL GRADE: 1.STRUCTURES AND LANDSCAPING WITHIN THE EASEMENT SHALL NOT EXCEED 24 INCHES IN HEIGHT WITH THE FOLLOWING EXCEPTIONS: 2.FENCES UP TO 42 INCHES IN HEIGHT MAY BE ALLOWED AS LONG AS THEY DO NOT OBSTRUCT THE LINE OF SIGHT FOR MOTORISTS. 3.DECID000S TREES MAY BE ALLOWED AS LONG AS ALL BRANCHES OF THE TREES ARE TRIMMED SO THAT NO PORTION THEREOF OR LEAVES THEREON HANG LOWER THAN SIX (6) FEET ABOVE THE GROUND, AND THE TREES ARE SPACED SUCH THAT THEY DO NOT OBSTRUCT LINE OF SIGHT FOR MOTORISTS. DECIDUOUS TREES WITH TRUNKS LARGE ENOUGH TO OBSTRUCT LINE OF SIGHT FOR MOTORISTS SHALL BE REMOVED BY THE OWNER. FOR NON -LEVEL AREAS THESE REQUIREMENTS SHALL BE MODIFIED TO PROVIDE THE SAME DEGREE OF VISIBILITY. 7. THE PROPERTY PRESENTLY OWNED BY E.H. BARKER AND PATRICIA R. BARKER LOCATED SOUTH OF THE PROPERTY DESCRIBED ON THIS PLAT IS OR MAY BE USED FOR THE FOLLOWING: SAND AND GRAVEL MINING, MATERIAL CRUSHING, EQUIPMENT/VEHICLE STORAGE AND REPAIRS, AND OTHER LAWFUL USES (COLLECTIVELY REFERED TO AS THE "OPERATIONS"). THE OPERATIONS GENERATE NOISE AND DUST WHICH MAY ADVERSELY IMPACT USE AND ENJOYMENT OF THE PROPERTY DESCRIBED IN THIS PLAT, 8. FOR ALLOWABLE USES WITHIN A BUFFER ZONE, REFER TO SECTION 3.4.1(E)(2) OF THE LAND USE CODE. 9. PRIVATE CONDITIONS, COVENANTS, AND RESTRICTIONS (CC&R'S), OR ANY OTHER PRIVATE RESTRICTIVE COVENANT IMPOSED ON LANDOWNERS WITHIN THE DEVELOPMENT , MAY NOT BE CREATED OR ENFORCED WHICH HAS THE EFFECT OF PROHIBITING OR LIMITING THE INSTALLATION OF XERISCAPE LANDSCAPING, SOLAR/PHOTO-VOLTAIC COLLECTORS (IF MOUNTED FLUSH UPON ANY ESTABLISHED ROOF LINE), CLOTHES LINES (IF LOCATED IN BACK YARDS), ODOR -CONTROLLED COMPOST BINS, OR WHICH HAS THE EFFECT OF REQUIRING THAT A PORTION OF ANY INDIVIDUAL LOT BE PLANTED IN TURF GRASS. 1o. THE 30' WIDE SANITARY SEWER EASEMENT TO BOXELDER SANITATION DISTRICT FOR THE PURPOSE OF CONSTRUCTING, ACCESSING AND MAINTAINING A SANITARY SEWER SYSTEM AS SHOWN HEREON ACROSS TRACTS A, K. L, M AND N HAS BEEN EXECUTED BY EAST RIDGE OF FORT COLLINS, LLC AND HAS BEEN DELIVERED TO AND ACCEPTED BY BOXELDER SANITATION DISTRICT. THE ANHEUSER-BUSCH FORCE -MAIN AND PRIVATE EASEMENT SHOWN WITHIN THE PUBLIC RIGHT-OF-WAY OF DELOZIER ROAD MUST BE VACATED AND THE LINE RELOCATED WITH PHASE 2. THE LINE SHALL BE REMOVED OR ABANDONED IN ACCORDANCE WITH CITY STANDARDS AND THE EASEMENT VACATED PRIOR TO THE CONSTRUCTION OF DELOZIER ROAD. NO APPLICATION FOR THE ISSUANCE OF ANY DEVELOPMENT CONSTRUCTION PERMIT REGARDING PHASE 1 OR PHASE 2 SHALL BE ACCEPTED NOR SHALL ANY DEVELOPMENT CONSTRUCTION PERMIT BE ISSUED REGARDING PHASE 1 OR PHASE 2 UNTIL THE CONVEYANCE OF THE NEW EASEMENT HAS OCCURRED. NO APPLICATION FOR THE ISSUANCE OF ANY DEVELOPMENT CONSTRUCTION PERMIT REGAPDING PHASE 2 SHALL BE ACCEPTED NOR SHALL ANY DEVELOPMENT CONSTRUCTION PERMIT BE ISSUED UNTIL THE VACATION OF THE EXISTING EASEMENT HAS OCCURRED AND THE ANHEUSER-BUSCH FORCE -MAIN HAS BEEN MOVED INTO THE NEWLY ACQUIRED EASEMENT, EXCEPT THAT A DEVELOPMENT CONSTRUCTION PERMIT MAY BE APPLIED FOR BY THE DEVELOPER AND ISSUED BY THE CITY FOR THE SINGULAR PURPOSE OF RELOCATING THE ANHEUSER-BUSCH FORCE -MAIN. SEE PARAGRAPH II(D)(11) OF THE DEVELOPMENT AGREEMENT 0 a 0 0 e 0 0 DRAWN RR CHECKED JSV DESIGNED FILENAME 0007-p1ot.dwg r W F- W o SEEMED a00 i Q Uj Q``W Z / W rL (0 V TST, INC. Consulting Engineers n way BIEy. 0lins, Colorado970.228.055770.226,02D40007.00zz 200'L N 2009Of 10 qw N W) W owl N 50 0 50 100 iiiiia SCde feet 825.51 20' PIPELINE ESMT. TO DRAINAGE, UTILITY, &PEDESTRIAN 0 +` CRUSADER STREET ACCESS EASEMENT O � 3 ,o ANHEUSER BUSCH INC. S89'29'01 "E 919.98' a N 0 DERSTREETREC. NO.85024145 - - - - - - - - - - - 459.98 - - - 1 LO 460.00' �wwswwwnwlwwwswACLINwESEE wSHEET wg�� w N 377.00 0 16,24- 70.00 -5uQ-- 00 5000 �0.00 5Q06 no mw ' 49 4 50. 0 50.00 50.00 5 . _ _ C w w pL1( r----- r r r r r- r- - r- 'i L---.2- �5�� �090 9'UTIL& � I I �I I I I 11 2927 29 �o� .3a%� I I - --i F- r---� r}- - -r r---r r ,3039 -2`� DRAINAGE ESMT /� 9' UTIL a 9' UTIL d[ �(�a1��yp ff�� rI�ipp 1' _K 14I 3021 1 1 113033 1 1 � J DRAINAGE ESMT I I DRAINAGE ESMT1 1 ®l�Df6 16® 9 UTIL h I 1 L�L�®V� �0 - 9' UTIL d 9' UTIL k D I w l BA/1A w w w w DRAINAGE ESMT 1 �/5 1 I DRAINAGE 1 1 DRAINAGE ESMT I o 0 i W ao p^ LJVJ �� NI N1 �1 �I I��pp I w1 w1 wl ESMT w1 LO p o f I a W �I LOT 1 LOT 2 LOT 3 LOT 4 LOT 5 LOT 6 LOT 7 1 NI LOT 1 LOT 2 ' LOT 3 p LOT 4 LOT 5 LOT 8 p LOT 7 '^ N Q 0I 7,117 S.F. o 0' 6,970 S.F. o P 4,978 S.F. O 4,978 S.F. r O1 . of 6,424 S.F. I r> W a N w v/ i• N p 4,978 S.F. 4,978 S.F. ,r . of .- 6 p� - o� ana N 0 0 o S o o Q' ,o W a 6,419 S.F. o 9) 6,517 S. F, o 4,975 S.F.SFo 4,975 S.F. o q,975 S.F. o 4,975 S F, o 6,416 S.F. o r o w o 0 0 0 0 o v H I ? I z l z l z l z l z l la �I z (n 0� nn s'urlL& ?I ?1 ?1 ?I �� ?I zI �I Z TRACT K I I I I I l m 1� DRAINAGE I ao o Q m ■■ 747,032 S.F. I 53 ' ROW I I I I (n o10 ESMT 1 1II u_1 z 17.15 ACRES 30' SANITARY SEWER EASEMENT 26. 5' 26.5' C) J - - J L- - J L_ _ J L _ J L J J L - 0i� Z L - - _ J L_ - - - _ - J L- - - - J L_ - - - J L_ - - _ J l- - - - J L_ 1 J o N Q W DRAINAGE, LANDSCAPE BUFFER TO BOXELDER SANITATION DISTRICT 1 ? Ca 71 0-70,00--50.00- 50.-00--50.00- -50, 00- �$,Oi7- m h IRRIGATION EASEMENT (SEE SURVEY NOTE 10 ' �1 rn M W I S89.29 01 E 406.30' 0 �4?37r � 6' UTIL h �m S89'29'01"E 395.47' o N 1 EASEMENT DRAINAGE DRAINAGE II J DRAINAGE ---------------- Sd1-Z2:OZE 401.4t -- = ESMT ��v ESMT z - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 5j62057W// /`//I1 N o1 9 UTIL h ACRES ER SEWETATION 3.04-------------- 19.18 3800 3 T S89'29'01"E a I I > ` TRACT L L 30' SANITARY SEWER of a L__EASEMENTAR TRACT M6� 76' R.O.W. 326' a o+ EASEMENTTO BOXELDER c0 o 8. 0' 32,473 S.F. S40'05'54"E 0.75 AC ANITAT10N DISTRICT TO BOXELD 0 78 ACRES ' -{' 1� f DRAINAGE ESMT (SEE SURVEY NOTE 10) 53 ROW DISTRICT 34,112 S.F. I :0 576'20' W' 1 1 - - C242 - - _ LANDSCAPE BUFFER EASEMENT - - -S88'50'31'E- - - - - J 26.5' 26.5' 1 - 52 1 - - (SEE SURVEY NOTE 10)LANDSCAPE BUFFER EASEMENT- °4 588'50'31"E - - - - ' 32T 43 S88'50'31' E 6.96' 7.B6'. - - - -" - 135.28' I 274.12-------I- 77.26 -_-- G�"�40.72' 40.29•�c'T 5869.541'"E------------------j ■ 378.84' 36954 , , gg S _ _ _ - - - - - s' UTILITY & N88'50 31 W 1048.76 DRAINAGE 15, UTILITY k / ESMT - - - - - - - -DRAINAGE - 3 I' - 20' WIDE UTIL. ESMT. TO EAST LARIMER O S88'50'31"E � � +o ESMT � 55.41-------------s�----- ---- -CO. �' - - -WATER DIST.. BOOK 1- � AGE 178 - - - - - _ QUARTER SECTION LINE A PROPOSED INTERNATIONAL BOULEVARD 40' WIDE UTIL. & �- 5.00' - - - - - - a DRAINAGE ESMT TO --�� 3 i O 31 N88'50'31"W 2629.47' - - - - - - - - - - TRI TREND, INC. REC, I a • '� m - - - - - - - - a. NO, 2002132135 -aN,- t o 50' WIDE TEMPORARY I It , Sv el 1~- p QJ � � ' � A CONSTRUCTION ESMT TO TRI TREND, INC. '� I �j 1 O 4 REC. NO. 2002132135 I 1 ' m 5.37; �' E. H. & PATRICIA R. BARKER, REC N0. 970421 74 (SEE SURVEY NOTE 7) - - - - - - - - - - - - - - CURVE TABLE CURVE RADIUS LENGTH DELTA CH. BEARING CHORD C1 15.00' 24.68' 94'16'43" N75'36'37"W 21.99' C2 138.50' 58.39' 24'09'11" N16'23'40"W 57,95' C3 15.00' 22.56' 86*11'24" N42'50'05"E 20.50' C4 698.50' 48.16' 3'04'16" S84'23'39"W 48.15' C5 138.50' 29.34' 12*08'17" N88'55'39"E 29.29' C6 523.50' 85.01' 9'18'14" S52'35'55"W 84.91' C7 1 523.50' 1 125.54' 13'44'25" S41'04'35" W 1 125.24' C8 523.50' 84.70' 916'12" S29'34'17"W 84.61' C9 523.50' 54.76' 5'59'34" S21'56'23"W 54.73' C10 523.50' 84.31' 9-13'41" S14-19'46"W 84.22' C11 15.00' 24.80' 94'43'07" S3738'38"E 22.07' C12 576.50' 415.19' 41-15-50" S27'51'50"W 406.27' C13 138.50' 28.91' 11'57'34" N0543'10"E 28.86' C14 15.00' 23.45' 89'34'52" N56'29'24"E 21.14' C15 898.50' 73.93' 4'42'51" N81'04'36"W 73.91' C16 898.50' 85.20' 5'25'59" N86'09'01"W 85.17' C17 15.00' 23.13' 88'20'32" S4422'46"E 20.90' C18 191.50' 34.63' 10'21'42" N05'26'28"W 34.59' C19 191.50' 53,17' 15'54'32" N18'34'35"W 53.00' C20 15.00' 24.78' 94'38'38" S47'40'29"W 22.06' C21 523.50' 71.58' 7'50'04" S03'33'52"E 71.53' C22 191.50' 6.48' 1'56'24" N27'30'03"W 6.48' C23 1557.50' 1 26.47' 0'58'26" S88'59'49"E 26.47' C24 173.50' 9.11' 3'00'29" I N01'14'38"E 9,11, C25 173.50' 34.95' 11'32'25" N08'31'05"E 34.89' C26 76.00' 15.73' 11'51'24" S08'21'36"W 15,70' C27 76.00' 141.48' 106'39'41" S50'53'57"E 121.92' C28 173.50' 44.05' 14'32'54" 583'02'40"W 43.94' C29 15.00' 23.55' 89'57'05" N44'42'20"W 21,20' C30 473.50' 54,31' 7'46'53" N04'38'43"E 64.26' C31 473.50' 63.35' 7'39'56" N12'22'07"E 63.30' C32 473.50' 58.37' 7'03'45" N19'43'58"E 58.33' C33 15.00' 24,14' 92*11'20" N69'21'31"E 21.61' C34 1101.50' 93.96' 4'53'16" S62'06'11"E 93.94' C35 1101.50' 62.32' 3'14'29" S58'02'18"E 62.31' C36 1101.50' 50.80' 2'38'33" S55'05'48"E 50.79' C37 1101.50' 28.20' 1'28'00" S53'02'31"E 28.19' C38 898.50' 245.40' 15'38'55" N60'07'59"W 244,64' C39 898.50' 87.05' 5'33'03" N70-43'58"W 87.01' C40 15.00' 22.31' 85*12'27" S30'54'16"E 20.31' C41 191.50' 30.16' 9'Oi'23" 1 N04'15'05"E 30.13' C42 15.00' 23.71' 90'34'44" S45'01'45"W 21.32' C43 15.00' 23.71' 90'34'44" S45'01'45"W 21.32' C44 15.00' 23.55' 89'57'05" N44'42'20"W 21.20' C45 15.00' 23.57' 90'02'55" N45'17'40"E 21,22' C46 15.00' 23.41' 89'25'16" S44'58'15"E 21.11' C47 15,00' 23.57' 90'02'55" S45'17'40"W 21.22' C48 15.00' 23.55' 89'57'50" S44'41'58"E 21.21' C49 173.50' 14,43' 4'45'56" S0239'56'w 14.43' C50 173.50' 29.62' 9'46'58" 1 S09'56'23"W 29.59' C51 76.00' 37.16' 28'01'05" N00'49'19"E 36.80' C52 76.00' 33.18' 25'00'49" N25'41'37"W 32.92' C53 76.00' 32,15' 2414'15" N50'19'09"W 31.91' C54 76.00' 34.56' 26'03'24" N75'27'59"W 34.27' C55 76.00' 20.87' 15'44'06" S83'38'16"W 20.81' C56 173.50' 29.83' 9'51'06" N80'41'46"E 29.80' C57 1 173.50' 1 14.22' 4'41'48" N87'58'13"E 14,22' C58 15,00' 1 23.55' 89-57'05" S44'42'20"E 21.20' C59 15.00' 23.71' 90-34'44" S45'01'45"W 21.32' C60 15.00' 23.55' 89'57'05" N44'42'20"W 21.20' C61 15.00' 23.57' 90'02'55" N45'17'40"E 21.22' C62 15.00' 23,41' 89'25'16" 1 S44'58'15"E 21.11' C63 191.50' 36.92' 11'02'43" 1 N89'28'26"E 36.86' C64 191.50, 3.65' 1'05'34" N83'24'18"E 3.65' C65 15.00' 23.57' 90'02'10" N45*18'02"E 21.22' C66 15.00' 23.55' 89'57'05" S44'42'20"E 21.20' C67 15.00' 23.41' 89'25'16" S44'58'15"E 21.11' C68 15.00' 26.88' 102'40'29" S58'49'09"E 23.43' C69 573.50' 215.73' 21'33'11" S18'41'08"W 214,46' C70 573.50' 70.88' 7'04'52" SO4'22'06"W 70.83' C71 15.00' 24.66' 94'11'29" N47'21'21"W 21.97' C72 751.75' 43.73' 3'19'S7" S83'49'24"W 43.72' C73 751.75' 37.45' 2'51'17" S80'43'47"W 37,45' C74 15.00' 24.03' 91'47'04" S45'10'49"E 21.54' C76 15.00, 23.96' 91-32'19" S45'30"A"W 21.50' CURVE RADIUS LENGTH DELTA CH, BEARING CHORD C77 845.50' 49.78' 3'22'23" S87'02'06"E 49.77' C78 845.50' 55.01' 3'43'40" N83'29'05'W 55.00' C79 845.50' 55.01' 3'43'40" N79'45'25"W 55.00' C80 845.50' 55.01' 3'43'40" N76'01'45"W 55.00' C81 845.50' 55.01' 3'43'40" N72'18'05"W 55.00' C82 845.50' 53.37' 3'37'01" N68'37'45"W 53.36' C83 1 845.50' 50.44' 3'25'06" N65'06'41"W 50.44' C84 15.00' 24.31' 92'51'51" N16'58'13"W 21.74' C85 751.75' 45.92' 3'29'59" N65'04'15"W 45.91' C86 751.75' 47.46' 3-37-01" N68'37'45"W 47.45' 087 751,75' 48.91' 3-43.40" N72-18'05"W 48.90' C88 751.75' 48.91' 3'43'40" N76-01-45"W 48.90' C89 751.75' 4 1' 8.9 3'43'40" N79'45'25 "W 4 8.90 C90 751.75' 48.91' 1 3'43'40" N83'29'05"W 48.90' C91 751.75' 47.14' 3'35'35" N87'08'42"W 47,14' C92 15.00' 24.31' 92'51'51" S75'53'39"W 21.74' C93 845.50' 51.25' 3'28'24" N55-56-14"W 51.25' C94 845.50' 27.92' 1-53'31" N53'15'17"W 27.92' C95 1154.50' 31,95' 1'35'09" S53'06'06"E 31.95' C96 1154.50' 55.01' 2'43'47" S55'15'34"E 55.00' C97 1154.50' 55.01' 2'43'47" S57'59'21"E 55.00' C98 1154.50' 57,23' 2'50'25" S60'46'27"E 57.23' C99 1154.50' 50,53' 2'30'29" S63'26'54"E 50.53' C100 1 15.00' 1 23.03' 87'57'59" N20'43'09"W 20,83' C101 1248.25' 62,44' 2'51'57" S63'37'38"E 62.43' C102 1248.25' 61.88' 2'50'25" 560'46'27"E 61.87' C103 1248.25' 59.47' 2'43'47" S57'59'21"E 59.47' C104 1248.25' 59.47' 2-43'47" S55-15'34"E 59.47' C105 1248.25' 34.55' 1'35'09" S53'06'06"E 34.55' C106 751,75' 24.84' 1'53'35" N53'15'19"W 24.84' C107 751,75' 46,63' 1 3*33'16" N55'58'44"W 46.63' C108 731,75' 57.04' 4'27'58" N55'26'45"W 57.03' C109 731.75' 11.54' 0*54'14" N52'4539"W 11.54' C110 1 1268.25' 55.95' 2'31'40" S53'34'21"E 55.95' C111 1268.25' 55,02' 2'29'08" S56'04'45"E 55.01' C112 1268.25' 55,05' 2*29'12" S58'33'56"E 55.04' C113 1268.25' 61.82' 2-47'35" S61-12'19"E 61.82' C114 1268.25' 55,01' 2'29'05" S63'50'40"E 55.00' C115 15.00' 24.02' 91'45'56" N69'08'49"E 21.54' C116 1362.00' 56.31' 2'22'07" S63'47'10"E 1 56.30' C117 1362.00' 64.80' 2'43'33" S61-14'20"E 1 64,79' C118 1362.00' 60.71' 2'33'14" S58'35'56"E 60.71' C119 1362.00' 59.08' 2'29'08" S56'04'45"E 59.08' C120 1362.00' 60.09' 2'31'40" S53'34'21"E 60.08' C121 63&00' 5.86' 0'31'34" N52'34'18"W 5,86' C122 638.00' 45.20' 4-03'34" N54'51'52"W 45.19' 6123 15.00' 22.61' 86'21'22" Si3-42.58"E 20,53' C124 138.50' 9.81' 4'03'27" S0217'20"E 9.81' C125 902.50' 35.78' 216'16" S80'36'49"E 35.77' C126 1 902.50' 1 20.01' 1*15'12" S82'23'03"E 20.01' C127 902.50' 63.18' 4'00'40" S85'01'29"E 63,17' C128 902.50' 38.64' 2*27'12" S88'15'25"E 38,64' C129 15.00' 23.50' 89'45'59" S44'36'02"E 21,17' C130 15.00' 23.62' 90'14'01" S45'23'58"W 21.26' C131 1101.50' 12.83' 0'40'02" S89'09'00"E 12.83' C132 1101.50' 58.34' 3'02'05" S87'17'57"E 58.33' C133 1101.50' 60.01' 1 3'07'17" S84'13'16"E 1 60.00' C134 1101.50' 20,00' 1'02'26" S82'08'24"E 20.00' C135 1101.50' 65.01' 3'22'54" S79'55'45"E 65.00' C136 1 1101.50' 57.05' 2'58'04" S76'45'16"E W O C137 15.00' 24.14' 92'11'20" S22'49'49"E 21,61' C138 526,50' 70.93' 7'43'06" S18'46'36"W 70.87' C139 15,00' 23.57' 90'02'10" S45'18'02"W 21.22' C140 15.00' 23.55' 89'57'50" S44'41'58"E 21.21' C141 15.00' 23.62' 90'14'01" S45'23'58"W 21.26' C142 15.00' 23.50' 1 89'45'59" S44'36'02"E 21.17- Cl 43 15.00' 23.57' 1 90-02'10" S45-18'02"W 21.22' C144 15.0E60. ' 89'45'59" S44'36'02"E 21.17' C145 1101.0' 3'20'22" S73'36'03"E 64.19' C146 15.03' 87'57'59" S67'14'50"W 20.83' C147 1154.1' 2'30'25" S70'01'23"E 50.51' C148 1154.1' 2'58'41" S72'45'56"E 60.00' C149 1154.1' 2'52'43" S7541'38"E 58.00' C150 1154.' 2'33'22" S78-24'40"E51.50'C151 1154.0' 2-36'01" S80'59'22"E 52.39' CURVE RADIUS LENGTH DELTA CH. BEARING CHORD C152 1154.50' 65.00' 3'13'33" S83'54'09"E 64.99' C153 1154.50' 20.00' 0'59'33" S86'00'42"E 20.00' C154 1154.50' 52,35' 2'35'52" S87'48'25"E 52.34' C155 1154.50' 7.61' 0'22'40" S89'17'41'E T6V C156 15.00' 23.50' 89-45'59" N44'36'02"W 21.17' C157 15.00' 23.62' 90'14'01" N45'23'58"E 21.26' C158 1362.00' 20,00' 0'50'29" S86'00'42"E 20.00' C159 1362.00' 10.24' 0'25'50" S89'16'06"E 10.24' C160 1248,25' 71.09' 3'15'47" S83'55'16"E 71.08' C161 1362.00' 62.30' 2-37'14" S87-44'34"E 62.29' C162 1268,25' 9.53' 0'25'50" S89'16'06"E 9.53' C163 1268.25' 57.32' 2'35'22" S87'45'30"E 57,32' C164 1268,25' 20.00' 0-54'13" S86'00'42"E 20.00' C165 1248.25' 20.00' 0'55'05" S86'00'42"E 20.00' C166 1362.00' 65.21' 2'44'36" S84'13'10"E 65.21' C167 1362.00' 58.00' 2'26'23" S81'37'40"E 57.99' C168 1362.00' 58.01' 2'26'25" S791I'16"E 58.00' C169 1362,00' 58.01' 2'26'25" S76'44'51"E 58.00' C170 1362.00' 58.01' 2-26'25" S74-18'26"E 58.00' C171 1362.00' 58.01' 2'26'25" S71'52'01"E 58.00' C172 1362.00' 51.00' 2'08'43" S69'34'27"E 50.99' C173 15.00' 24.02' 1 91'45'56" S22'37'07"E 21,54' C174 1268.25' 50.06' 2'15'42" S69'30'57"E 50.06' C175 1268,25' 54.02' 2'26'25" S71'52'01"E 54.01' C176 1268.25' 54.02' 2'26'25" S74'1 -26"E 54.01' C177 1268.25' 54,02' 2'26'25" S76'44'51"E 54.01' C178 1268,25' 54.02' 2'26'25" 5791V16"E 54,01' C179 1268,25' 54.01' 2'26'23" S81-37'40"E 54.00' C180 1268.25' 60,04' 2'42'44" S84'12'14"E 60.03' C181 1248.25' 58.41' 2'40'52" S87'48'41"E 58.40' C182 1248,25' 1 56.65' 2'36'01" S80'59'22"E 56.65' C183 1248,25' 55.69' 233'22" S78'24'40"E 55.68' C184 1248,25' 62.72' 2'52'43" S75'41'38"E 62.71' C185 1248.25' 64.88' 2'58'41" S72-45'56"E 64.87' C186 1248.25' 62.42' 2'51'54" S69'50'38"E 62.41' C187 15.00' 22.41' 85*36'17" S57'43'11"W 20.38' C188 15.00' 23.62' 90*14'01" S45'23'58"W 21,26' C189 15.00' 23.62' 90'13'54" S45'24'02"W 21.26' C190 15.00' 23.50' 89'45'59" S44'36'02"E 21.17' C191 15.00' 21.87' 83'32'18" S56'31'35"W 19.98' C192 1438.00' 88.78' 3'32'14" S83'28'23"E 88.76' C193 1438.00' 50.00' 1'59'33" S87'49'55"E 50.00' C194 1438.00' 16.45' 0'39'20" S89'09'21"E 16.45' C195 15.00' 23.50' 89'45'59" N44'36'02"W 21.17' C196 15.00' 23.62' 90*14'01" N45'23'58"E 21.26' C197 190.00' 17.71' 5'20'24" S03'11'10"W 17.70' C198 15.00' 22.83' 87*1S19" S49'28'02"W 20.69' C199 15.00' 24.31' 92'52'09" S40'34'42"E 21.74' C200 15.00' 23.50' 89'46'06" S44'35'58"E 21.17' C201 138.50' 34.98' 14'28'21" 507'31'15"W 34.89' C202 1557.50' 43,17' 1'35'17" S87'42'57"E 43.17' C203 1537.50' 48.71' 1*48'54" S87'55'14"E 48.70' C204 190.00' 9.59' 2'53'28" N04'24'38"E 9,59' C205 15.00, 23.62' 90*14'01" S45'23'58"W 21.26' C206 15.00' 1 23,50' 89'46'12" N44'35'55"W 21.17' C207 15.00' 23,62' 90'13'48" N45'24'05"E 21.26' C208 15.00' 23,50' 89'45'59" S44'36'02"E 21.17' C209 15.00' 23,62' 90'13'54" S45'24'02"W 21.26' C210 15,00' 23.50' 1 89'46'12" S44'35'55"E 21.17' C211 15,00' 23.62' 90'13'48" S45'24'05"W 21.26' C212 15.00' 23.50' 89'46'06" S44'35'58"E 21.17' C213 15.00' 23.62' 90'13'54" S45'24'02"W 21.26' C214 15.00' 23.50' 89'46'12" S44'35'55"E 21.17' C215 15.00' 23.62' 90'13'48" S45'24'05"W 21.26' C216 15.00' 23.50' 89'46'06" S44'35'58"E 21.17' C217 15.00' 23.62' 90'13'54" S45'24'02"W 21,26' C218 15.00' 23.50' 89'46'06" N44'35'58"W 21.17' C219 15.00' 23.62' 90'13'54" S45'24'02"W 21.26' C220 15.00' 23.50' 89'46'12" S44'35'55"E 21.17' C221 562.00' 125.95' 12'50'26" N82'30'26"E 125.69' C222 15.00' 21.88' 83'34'07" N34'18'10"E 19,99, C223 645.00' 152.02' 13'30'15" S82'10'32"W 151.67' C224 15.00' 23.60' 90'08'28" S44'21'31"E 21,24' C225 15.00' 23.53' 89'51'32" S45'38'29"W 21.19' C226 326.50' 41.99' 1 7-22'06" 1 N86'53'12"E 1 41.96' CURVE RADIUS LENGTH DELTA CH. BEARING CHORD C227 15.00' 23.60' 90'07'45"' S44'14'12"E 21.24' C228 15.00' 23.53' 89'52'15" N45'45'48"E 21.19' C229 626,50' 35.21' 313'13" S02'26'17"W 35.21' C230 626.50' 50.27' 4'35'51" S06'20'49"W 50.26' C231 626.50' 50.01' 4'34'26" S12-47'05"W 50.00' C232 626.50' 66.60' 1 6'05'28" S18'07'02"W 5F. s7' C233 473.50' 4.00' ;:'29'04" N00'SJ'44"E 4.t;, C234 12,00' 19.06' 91'01'01" N45'38'59"E 17.12' C235 326.50' 55.14' 9'40'32" N38'28'12"E 55.07' C237 138.50' 71.85' 29'43'20" N14'36'03"E 71,04' C238 15.00, 23.60' 90'07'45" N44'14'12"W 21.24' C239 76.00' 64.02' 481559" S80'05'47"E 62.15' C240 76.00' 77.46' 58'23'42" S2645'57"E 74.15' C241 1258.25' 499.56' 2244'52" S78'06'35"E 496.28' C242 1557.00' 216.30' 7'57'35" S87'1O'42"W 216.13' C243 573.50' 286.61' 2838'03" S15'08'42"W 283.64' 244 C 60.00' 169.71' 162'03'25" N09'19 O1 E 118.53 C245 15.00' 23.57' 90'02'55" S45'17'40"W 21.22' C246 638.00' 162.16' 14'33'45" S77-07.29"W 161.72' C247 898.50' 131.55' 8'23'19" N56'30'1I-W 131.43' C248 14.00' 22.20' 90'52'24" N45'43'17"E 19.95' C249 14.00' 21,78' 89'07'36" S44'16'43"E 19.65' C250 15.00' 23.57' 90'00'47" S44'17'41"E 21.22' C251 15.00' 23.53' 89'52'15" N45'45'48"E 21.19, C252 348,50' 77.60' 12'45'27" N0533'03"W 77.44' C253 898.50' 113.85' 7'15'36" N64'19'39"W 113.77' C254 326.50' 50.05' 8'46'58" N56'28'55"E 50.00' C255 401.50' 13.04' 1'51'42" N00'06'10"W 13.04' C256 8.50' 12.59' 8452'04" N54'21'49"W 11.47' C257 273.50' 291,70' 61'06'32" N60'00'59"E 278.07' C258 15,00' 22,43' 85'40'23" S68'07'32"W 20.40' C259 401.50' 5.79' 0'49'36" N11'30'59"W 5,79' C260 191.50' 13.95' 410'23" N27'22'32"E 13,94' C261 15.00' 25.79' 98'30'00" N19'47'17"W 22.73' C262 15.00, 21.34' 81'30'00" N70'12'43"E 19.58' C263 15.00' 18.57' 70'56'39" S33'33'57"E 17.41' C264 191,50' 7.24' 2'09'59" N00'49'23"E 7.24' C265 138.50' 46.59' 1916'27" N19'49'30"E 46.37' C266 138.50' 25.26' 10'26'53" N04'57'50"E 25.22' C267 15.00' 25.23' 96'22'17" N48'26'45"W 22.36' C268 562.00' 1 132.66' 13'31'30" S76'36'22'W 132,36' C269 15.00, 22,17' 84'39'58" N42'04'22"E 20.20' C270 626,50' 19.14' 1'45'03" S28'35'12"W 19.14' C271 15,00' 24.17' 92*20'11" S45'54'29"W 21.64' C272 15,00' 23.56' 89'59'13" S45'42'19"W 21.21' C273 15.00, 23.05' 88'02'35" S44'16'54"E 20.85' C274 562.00' 225.94' 23'02'05" N76'24'23"W 224.42' C275 15,00, 24.70' 94'21'04" N17'42'49"W 22.00' C276 15.00' 22.61' 86'21'22" N72'38'24"E 20.53' C277 731.75' 325.78' 25'30'31" N76'09'05"W 323.10' C278 741,75' 403.98' 3112'19" N76'08'31"W -' C279 898.50' 332.44' 21'11'58" N62'54'3U"W 33U.o�)' C280 76.00' 157.21' 118'31'04" S44'58'15"E 130.64' C281 523,50' 222.86' 24'23'30" S78'48'33"W 221.18' C282 550.00' 272.80' 28'25'07" S76'06'34"W 270.01' C283 15.00' 24.89' 95'05'03" S19'04'16"W 22.13' C284 15.00' 23.55' 89'57'50" N44'41'58"W 21.21' C285 1400.00' 225.80' 9'14'27" S84'51'48"E 225.55' C286 1400.00' 330.03' 13'30'25" S73'29'22"E 329.27' C287 300.00' 70,49' 13'27'42" N83'50'24"E 70.32' C288 1128.00' 447.84' 22'44'52" S78'06'35"E 444.91' C289 1154.50' 249.73' 12'23'37" S58'30'20"E 249.24' C290 872.00' 236.05' 15'30'36" N83'46'01"W 235.33' C291 1362.00' 498.78' 20'58'56" S78'59'33"E 496.00' C292 741.75' 115,93' 8'57'17" S83'46'41"W 115.81' C293 1537.50' 66.30' 2'28'14" S88'14'54"E 66.29' C294 15.00' 23.23' 88'44'05"' N44'37'39"W 20.98' C295 626,50' 313.10' 28'38'03" S15'08'42"W 309.85' C296 326.50' 237.88' 41'44'42" N50'20'04"E 232.66' C297 300,00' 249.48' 47'38'50" N53'17'08"E 242.35' C298 375.00' 83.50' 12'45'27" N05'33'03"W 83.33' C299 401.51' 89.23' 12'44'00" N05'33'47"W 89.05' C300 401.50' 20.32' 2'54'01" N09'39'10"W 20.32' C302 872.00' 235.50' 15'28'27" N68'16'30"W 234.79' C303 41.50' 64.77' 89'25'16" S44'58'15"E 58.39' CURVE RADIUS LENGTH DELTA CH. BEARING CHORD C304 165,00' 34.44' 11'57'34" N05'43'10"E 34.38' C305 165.00' 81.24' 28*12'39" N14'21'56"W 80.42' C307 872.00' 125.24' 813'45" N56'25'24"W 125.14' C308 600.00' 86.18' 813'45" N56'25'24"W 86.10' C309 600.00' 170.40' 1616'18" N80'47'30"E 169.82' C310 41,50' 65.16' 89'57'50" N44'41'58"W "•8.67 C311 600.00' 29.45' 2'48'45" Ni" A'`^": 29 4°_ C313 550.00' 120.11' 12'30'46" S01 *1 Si, "L 119.88' C316 1268,25' 467.02' 21'05'55" S78-56'04"E 464.39' C317 741.75' 106.55' 813'50" S56-25'26"E 106.46' C319 165.00' 41.68' 14'28'21" S07'31'15"W 41.57' C320 200.00' 18.64' 5'20'24" S03'11'10"W 18.63' C321 200.00' 10.09' 2'53'28" N04'24'38"E 10.09' C322 1547,50' 93.00' 3'26'36" S87'45'43"E 92,99' C323 1 5' 258 2 316.83' 14'2538" 1' ' S59 3 20 E 315.99' C326 1128.00' 284,03' 14'25'38" S59'31'20"E 283.28' C327 1400.00' 352.52' 14'25'38" S59'31'20"E 351.59' C328 523.50' 123.74' 13'32'34" S73'23'05"W 123.45' C329 523.50' 99.13' 10'50'56" S85'34'50"W 98.98' C330 576.50' 30.01' 2'58'56" S62'22'49"W 30.00' C331 576.50' 266.11' 26'26'50" S77'05'42"W 263.75' C332 1 576.50' 984.05' 97'48'01" S41'25'07"W 868.86' C333 550.00' 545.90' 56'52'08" S33'27'57"W 523,77' C334 523.50' 434.32' 47'32'06" S33'28'59"W 421.97' C335 60.00' 134,98' 128'53'49" S82'13'58"W 108.26' C336 40.00' 39.64' 56'46'35" N46-10'21"E 38.04' C337 173.50' 44.05' 1432'54" N83'02'40"E 43.94' C338 76.00' 157.93' 119'03*39" N44'41'58"W 131.01' C339 173.50' 44.05' 14'32'54" S07'33'25"W 43.94' C340 15.00' 23.55' 89'57'50" N44'41'58"W 21.21' C341 1 15.00' 23.62' 90*14'01" N45'23'58"E 21.26' C342 1 849.50' 112.91' 7'36'56" S85'40'34"E 112,83' C343 849.50' 35.44' 2'23'25" S80'40'23"E 35,44' C344 849.50' 148.35' 10*00'21" S84'28'51"E 148.16' C345 15,00' 22.41' 85'307" S36'40'33"E 20,38' C346 526.50' 53.82' 5'51'24" NO3'11'54"E 53.79' C347 15.00' 23.57' 90'02'55" S45'17'40"W 21.22' C348 473.50' 190.03' 22'59'39" N11'46'01"E 188.75' C349 526.50' 76.70 8'20'48" N19'05'27"E 76.63' C350 1 526.50' 5.77' 0'37'42" N22'57'00"E 5.77' C351 1 1101.50' 1 57.79' 3'00'22" S70'25'41"E 57.79' C352 138.50' 68.19' 28*12'39" N14'21'56"Wh C353 751.75' 81.18' 6'11'14" S82'23'46"W C354 751.75' 336.16' 253T14" N76'0T53°W C355 845.50' 79.17' 5'21'54" N54'59'28"W C357 1248.25' 277.81' 12'45'06" S58'41'04"E C358 1268.25' 282.85' 12'46'41" S58'41'52"E C359 1362.00' 300.99' 12'39'42" S58'38'22"E C360 1154.50' 417.39' 20'42'51" S79'07'36"E 415.12' C361 1248.25' 459.08' 21'04'20" S78'56'51"E t,56.50' S85-35'39"E 95.09' C364 1438.00' 195.24' 7'46'45" C369 210.00' 10.60' 2'53'28" N04'_--'' 10.60� N10'13'52"E 9.81' C370 191.50' 9.81' 2-56'11" C371 845.50' 39.69' 2'41'23" S84'12'12"W 39.69' C372 326.50' 23.76' 1 4*1O'12" N31'32'49"E 23.76' C373 626.50' 20.25' 1'51'07" S09'34'18"W 20.25' C375 165,00' 28.11' 9'45'46" SO4'35'48"E 28.08' C376 191.50' 32.63' 9'45'46" SO4'35'48"E 32.59' C377 138.50' 9.65' 3'59'29" S07'28'57"E 9.65' C378 138.50' 13.95' 5'46'17" S02'36'04"E 13.95' C379 1537.50' 17.59' 0'39'20" S89'09'21"E 17.59' C380 25.00' 39.37' 9013'48" N45'24'05"E 35,43' C381 576.50' 98.89' 9'49'43" S02'34'02"E 98.77' C382 576.50' 49.15' 4'53'06" SO4'47'22"W 49.14' C383 576.50' 20.44' 2'01'54" S49'30'42"W 20,44' C384 576.50' 104.26' 10'21'42" S55'42'31"W 104.11' C385 638.00' 20.00' 1'47'46" S75'46'38"W 20.00' C386 638.00' 86.08' 7'43'51" S80'32'26"W 86,02' C389 638.00' 56.07' 5'02'08" S72'21'41"W 56.05' C390 651.17' 117.29' 10'19'12" N69'24'36"W 117.13' C391 8051,48' 20.00' 0'08'32" S75'36'46"E 20,00' C392 646.62' 131.32' 11'38'08" N82'26'28"W 131,09' C394 210.00' 10.72' 2'55'28" S01'58'42"W 10.72' C395 210.00' 8.85' 2'24'56" SO4'38'54"W 8.85' C396 573.50' 20.12' 2'00'35" S27'30'45"W 20.11' KEYMAP SHEET N 0 0 1 Ld 7 WHITHAM FARMS, LLC, REC. NO 2001120159 0' PIPELINE ESMT. TO NHEUSER BUSCH INC. REC. NO. 85024145 _- - - - - - - 3 3 oi p " O 0 O N oN EAST 1/4 COR 8-7-68 0 FOUND #6 REBAR w 2" a 0 ALUMINUM CAP STAMPED S LS 7839 CURVE RADIUS LENGTH DELTA CH. BEARING CHORD C397 573.50' 9,45' 0'56'40" S28'59'23"W 9.45 1 C398 273.50' 54.26' 11'21'59" N84'53'16"E 54.17' C399 273.50' 20.00' 4'11'27" N77'06'33"E 20.00' C400 273,50' 217.44' 45'33'06" N52'14'16"E 211.76' C401 348,50' 20.58' 3'22'59" NIO'14'18"W 20.57' C402 191.50' 94,29' 2812'39" N14'21'56"W 93.34' C403 191.50' 40.57' 12*08'17" N88'55'39"E 40.49' C404 898,50' 159.12' 10*08'50" N83'47'35"W 158,92' C405 191.50' 39.97' 11-57'34" N05-43-10"E 39.90' C406 500,00' 200.66' 22'59'39" N11'46'01"E 199.32' C407 600.00' 199.85' 19'05'03" N79'23'08"E 198.93' C408 300,00' 319.97' 61'06'32" N60'00'59"E 305.01' C409 165.00' 85.59' 1 29'43'20" Ni4'36'03"E 84.64' C410 15.00' 24.70' 94'21'04" S76'38'15"W 22.00' C411 562.00' 38.04' 3'52'41" N54'14'52"W 38.03 C412 1438.00' 655.32' 26'06'39" S65'21'51"E 649.6 7' C413 1400.00' 682,56' 27'56'03" S66'16'33"E 675.82' C414 15.00' 24.39' 93'10'36" N31'49'52"W 21.79' C415 138.50' 23.60' 9'45'46" SO4'35'48"E 23.57' C416 576.50' 21.90' 2'10'36" S06'23'36"E 21.90' C417 1438.00' 20.01' '47' 0 50 S85'38'25"E 20.0 1' C416 1438.00' 20.00' '47' " 0 49 S86204 E 20.00 C419 1438.00' 20.00' 0'47'49" S66'20'15"E 20.00' C420 1 1438.00' 293,23' 11'41'01" S72'34'40"E 292.72' C421 1438.00' 342,09' 1337'49" S59'07'26"E 341.28' C422 849,50' 10.00' 0'40;28" S89'08'47"E 10.00' C423 1248.25' 7.23' 0'19'55" S89'19'04"E 7.23' C424 326.50' 50.05' 8'46'58" S47'41'57"W 50.00' C425 1 326.50' 58.89' 10*20'02" S66'02'25"W 58.81' C426 8.50' 12.33' 83'08'13" S29'38'19"W 11.28' C427 401.50' 50.24' 7*10'09" SO4'37'06"E 50.20' C428 626,50' 71.60' 1 S24'26'13"W 71.57' C429 731,75' 77.58' 1 S82'20'09"W 77.55' C430 638.00' 268.60' 24'07'17" S76'14'33"E 266.62' C431 191.50' 48.37' 14'28'21" S07'31'15"W 48.24' LINE TABLE LINE LENGTH BEARING L1 18.46 N12'22'07"E L2 14.64 S42'49'04"W 1-3 13.79 N53'57'01"W 1-4 14.45 S73'16'07"W L5 14.26 N44'47'38"W L6 13.97 S68'58'39"W L7 14.45 N14'2040"W L8 13.85 N75'42'12"E 1-9 14.31 S21'01'37"E L12 5.86 N05'51'22"E L13 14.11 S45'23'58"W L14 1417 S44'36'02'E L17 14.32 N67'33'18"E L18 13.97 3.9 N22'2742 W L19 14.17 S44'35'58"E L20 14.17 N44'36'02"W L21 14.11 N45'23'58"E L22 14.34 S41*14'26"E L23 14.09 N46'09'48"E L24 14.11 S45'23 58 W L25 14.17 S4436'02"E L26 14.14 N44'29'01"W L27 14.14 S45'30'59"W L28 14.10 S45'24'02"W L29 14.15 S44'35'58"E L30 14.11 N45'23'58"E L31 14.17 N44'36'02"W L32 14.52 N36'02'59"E L33 13.67 S47'15'37"E L34 14.02 N45'13'26"E L35 13,85 S16'46'46"E L36 46.50 S00'41'56"W L37 20.00 S89'18'04"E L38 46.50 500'41'56"W L39 18.50 S82'31'06"W L40 20.00 S07'28'54"E L41 18.50 S82'31'06"W r N DRAWN RR CHECKED JSV DESIGNED FILENAME 0007_plat REGisI O 1?LP00 5 6 U ss�u� TST, INC. Consulting Engineers 748 Whalers Way, Bldg. D Fort Collins, Colorado 970-226-0557 fox 970-226-0204 JOB NO, 0983.0007.00 SCALE 1" 50' DATE APRIL 2009 SHEET 10 of 10 E-93 Z554 qw Go will lV �� 200 0 200 400 wde 1"-200' t«t LEGEND 0 SET NO. 4 REBAR WITH CAP L.S. 31169 FOUND MONUMENT AS DESCRIBED ALUM. = ALUMINUM COR = CORNER DIST. = DISTRICT ESMT. & ESMT = EASEMENT ESMTS. = EASEMENTS FD. = FOUND IRR. = IRRIGATION LS = LAND SURVEYOR MON. = MONUMENT N.T.S. = NOT TO SCALE REC. = RECEPTION SEC. = SECTION S.F = SQUARE FEET TEMP = TEMPORARY U TIL = UTILITY W = WITH 8-7-68 = SECTION 8, TOWNSHIP 7 NORTH. RANGE 68 WEST N LO LO ALLEN A. & z CHARLES L. EHRLICH, GPI Pe\� ww o REC. NO 99074908 LEONARD L. & RPe a_ PJP-\- o a- o OMA K. JONES,RZNRa T n� w wREC. O 990390P1 w No TRAIL HEAD TIMBERVINE FARM L.P. G ______ V) SUBDIVISION NORTH 1/4 CDR 8-7-68 REC NO. 20030046795 GOON NGj" TRACT 1, AMENDED v w g �N GRD BUDERUS EXEMPTION, i U L z Q o w REC. NO FOUND #6 REBAR w g�R RFG REC. N0. 20080065582 Q v I m w i20040123495 3-1/4" ALUMINUM CAP -------- L----------J---_____ _ _ _ O' rr -D w - - -- - _ _ STAMPED LS 20123 - - - - - - - - - J---~ �' w _J_ _ ____� ---_—__— ------- _-----_—_--_'—__—__— _--_----__--_—__—__ NE CDR 8-7-68 _____------------------------------------------- -- FD. 2-Yz„ ALUM. --- S00'42r43„W Bm.4 • M r SO0.17---- 80.01—�' 80.00 CAP STAMPED I I 28285 IN NON. POINT OF BEGINNING BOX (POINT OF TRACT N TRACT 0 COMMENCEMENT) I I I I I I GARY LEE SCHNORR TRUST I I REC. NO. 20060021559 I I ----------------- I I I I I I I I I I I I I I I I �1 I 1 I I I 1 I I I I C A M H P LLC, REC. NO. 96025645 _-_________- C A M H P LLC, REC. NO. 96025645 I 04 Q O I I I I I I I I I I I I I I I I I TAMMY ZELLER I I I REC. NO. 20060032474 I I I I I I 1 I I I I I I I I I I I I L_________1 81 I �I JAMES GIBSON & SANDRA LYNN CHARLES, -I REC. NO. 93005880 I I ----y JAMES KEVIN WALKER, I I REC. NO. 20060077901 1 I TRA MAR LLLP, REC. NO. 2001099045 I --------------J I I I FUTURE R.O. W. TRACT A FUTURE DEVELOPMEI TRACT W FUTURE OEVELOPMEM '� t TRACT V FUTURE DEVELOPMENT TRACT D FUTURE DEVELOPMEI TRACT F FUrURE DEVELOPMENT ZEMBJN WAY TRACT I FUTURE DEVELOPMENT DEVELOPMENT 8 TRACT Z MANAGE, UTILITY, AM PEDESTRIAN ACCESS EASEMENT FUTURE DEVELOPMENT TRACT Q FUTURE PUBLIC PARK TRACT K DAMAGE AND IRRIGATION EASEMENT TRIPLE H MANAGEMENT LLP, REC. NO. 2001079047 I I I I TRACT J ___________________________________DRAINAGE. NiRIGAigN, AND UTILITY EASEMENT soa az'a3"w N88.50 31 00 — ----- — — — — — — — — — -- INDUSTRIAL BUSINESS PARK 56.N71 3357 W INTERNATIONAL P U.D., CENTER 1/4 CDR 8-7-68 " BOOK 2128, PAGE 409 FOUND 2-Y2" ALUM. CAP 377.13 STAMPED 17497 IN MON. N8$•50'31"W BOX E. H. BARKER, EU GENE H. BARKER, BRADLEY BARKER, PAUL BARKER, KENNETH BARKER,. ANe- 214.07" JANET S. BARKER-ANGELICO " " REC. NO. 20060005483 (SEE SURVET NOTE 7)_ "" FUTURE DEVELOPMENT TRACT Y PEDESTRIAN IGQ S ESMT. DRAINAGE, UTUITY, TRACT U PEDESTRIAN ACCESS TRACT R TRACT C PARK FUTURE DEVELOPMENT nA� u' T BINERCl14 LANE PEOESTP llto Ty il ar►�a °� DRAINAGE. UTUPF, t PEDESTRIAN ACCESS ESMT. asDRAINAGE, UTILITY, PEDESTRIAN ACCESS ESMT. AMID ESMT. TRACT X PEDES° STTR w'AC� SS'ESMT. PEDESTRIAN ACCESS ESMT. m--rr-ram ORL AOErt arneer TRACT T _DDRAIINNA•G"E,Unury, TRACT L LA E BUFFER TRACT M ` E` EASEMENT EASEMENT S70.00'03"W -PROPOSED =-"310.31 =N Z Q Lv ;m I � O N I cn Q m S89.29'01 "E 38.00 (-m J Lc) J O V N O � O G_ Q N L� < Q Z S ocr =w v 0 LU r C3 r O 0 EAST 1/4 CDR 8-7-68 FOUND #6 REBAR w 2" ALUMINUM CAP STAMPED LS 7839 0 0 a x z 0 Y 0 DRAWN RR CHECKED JSV DESIGNED FILENAME 0007-plot TST' INC. Consulting Engineers 748 Wholers Way, Bldg. D Fort Collins, Colorado 970-226-0557 Tax 970-226-0204 JOB NO, 0983.0007.00 SCALE 1 " 200' DATE APRIL 2009 SHEET 2 of 10 E-93 2564 N I I I I I I 1 50 0 50 100 3Z_ I � o w scale 1"-50- feet -- - - - - - - - -- - - - - -Io KEYMAP FA oN R I ALLEN A. & CHARLES L. EHRLICH, I LEONARD L. & ROMA K. 1 e� REC. NO 990,4908 JONES, REC. NO 99039021 TIMBEP.VINE FARM L.P. REC. NO. 20030046795 NORTH 1/4 COR 8-7-68 - - - - - - - - - - - - - - - - - - - - FOUND # 6 R E B A R w o - - - - - - - - - - - - - - - - - - - - - - - - - - - 3-1/4" ALUMINUM CAP STAMPED LS 20123 Oct, - - - - - - - - - - - - - - EAST VINE DRIVE - - - - - - - - _ - - - - - - - - - S88352'37"E co 0 2609.79- - - ` I oRIGHT AY --_--_---_---- 50 FOR RAIL RAILROAD N I TO BURLINGTON RAILROAD 291.87 BOOK 245, PAGE 76 I j j j I 807.62S88'52'37"E 2610.38' 1 �- '15' UTILITY I 724.59 ESMT FUTURE R.O.W. (WIDTH VARIES) h-- 20' IRRIGATION I I ESMT -� �- 30' SANITARY SEWER EASEMENT TO 15' 15' BOXELDER SANITATION DISTRICT 1 40.50R.O.W. I I I 1 DEDICATED WITH THIS I I I I PLAT I 31 1 r1N 30.00' 30.00' _- EXISTING BO' ROAD R.O.W. (30' EACH �olry I SIDE OF SEC. LINE) hI TRACT A o I I 421,440 S.F. I Iv o 9.67 ACRES TRACT N 1 I I I FUTURE DEVELOPMENT I N r I 790,972 S.F. I m 4.38 ACRES FUTURE DEVELOPMENT N 00 I I I I �z of N89'40'53"W 20' WIDE DRAINAGE N89 40'0'53"Wo o Un CD r 0 0 � ESMT 0� LLIJ 0I I o.03N89'40'53"W 9' UTIL I650.73' N00'19'07"E DRAINAGEESMT o 3 I3_ m of I o0 i 1 Voo' UTIL-ITY-ESM- ■■ N _ T z7 os' IN00'19'07"E 72o 0 o 0 _ --- --S89'40.53"E----------^ -w - - -__ -__--- -------____--------^ _II 116.54' 20.00' 105,74' 50.73' 220.62' 2 o BARNSTORMER STREET a S89'40'53"E _ _ I / S62'2t'u'w ta` _ m I - - - _ 58469'76 E / 30, 00' N28'8515,w /' / Ea �` �8' (TIE DISTANCE S80'2SIGHT 43,11 4.48' (TIE 252.01 T 1 / UTILITY ESMT \ ^ , / .( FtM ggt'02'`�" LOT CORi 69.01 386.37 / V y w^�S \ O C� TO ESMT FRS C329 ESMT TO ESMT FROM i OT CDR) v`+ I / p Br S1 FIT C48t 5-�,bg.�•w-'s T3- ? y - - 84.35- - _ - 84.66 _ - C � - - 68.94 _ 53.50 53.50 53.50 - `�` I I I N28'28'15"W / C, /DISTANCE _ - - - - - - 9 I C,A ���� 6� N ___-_------_ ` .3/ 18.50' / ` �'16 ESMT C32g/ �,-- IR ( �2727 6 fi UTILITYlr 1L1L I 1 r----I r - ---I r----� I O I Z7/5 �,T 2809 28/5 2821 p/a // \`� ZOE`'Mt �� 290 "w 53' R,O.W. 19' UTIL & a, ESMTS 9' UTIL & 3 I 3 I 3 1 1 I ry/ry6 N61'27'1 B"E /A / `�tE Cell i� g78'}7 2ESNt FROMo -JiI 26.5' 26.5' p 1 DRAINAGE E LOT 30 LOT 1 1- DRAINAGE ESMT v W 20.00' S28'32'42"E/ �'S0 / �01 �'� /i ( CDR) Nw' B OT ro 00 1 6,383 S F. If I 6,285 S.F. A I LOT 1 -��, -��, m I 25.13' /// N / 2709 ��`���111 V� 7,436 S.F. op op Z / y f �� w l o LOT 2 0 LOT 3 0. LOT 4 a� - I I / UTILITY ESMT �\ // / /574't 3'31"w 8.76' odd ('� LOT 16 L --S89'44'23"W - - � L - - S89.44'23"W- - J U' (0 rn I 4,788 S.F. C' 4,788 S.F. C' I 4,788 S.F. (TIE FROM ESMT cp N I r - --99.50- - - -, r - - - 99.50- - - I I yl I I I I I / \\ / g SIGHY TO LOT CDR) O f\ s' 6,�\ 8.746 S.F. L - - .589.44'14"W- - .� I o '•��j 6, o I W / 528'32'42"E/'� �0 ` DISTANCE v D_ N8�44'2E I I N ro o m I I I 29.36' / 0 ^^__� /ESMT / 1 \ 3y _ -4.63- 100.30- - - o �I LOT 2Q o LOT 2 �I o u L --83.18- - - J L - 53.50 J L - 53.50 - J L S853S03"E - J N I cc I / / w / i/ 74-75 6' o 1VN'�1 o �� II 0 ro n 0 ` r '� 6' UTILITY I N o 4,975 S.F. p 4,975 S.F. o b ci O a� Mo�,�o 06 �'ri \w� ��' � � ESMrs o I I ( I , � � r------� �---- � r-- [��� � � 1 H / / 6; A 1 to . LOT A2 1 o L_ _SB9.44'23"W -_ J L-- ses'44'23"w- - I I I ESMT IrY I I I / LOT 14 ' u a,977 S.F. 2 O I I w I / , / g 9 �\ 6,012 s F. ro L - - S89.44'23'W- - J I 99.50 - - - 99.50- - - b N LOT 12 0 Z I I / . pSi� t5 5 26. oa F--- H r---- H 53'IR.O.w 3 3 3 1 ?^ / / S ► OQ' \ 6 5 I 26.5' 26.5' m o b b b LOT 1 \ 1 n s 1 5, o LOT 14 � LOT 13 LOT ti n r 'E--N@924237- J 99.50- -- o o 7,357 S.F. m rn m 0 I I S I / / ��� s- 'Poyi yN�. 8,106 S.F. \ �o N N�, �6 - - L - - - o LOT 28 o LOT975 0 0 1 0 4.788 S.F. a �,+ 0 57. o 0 o m 4,788 S.F. ao r m 4,788 S.F. N W u 6t 6T6F N N W975 I 9' UTIL & o f o a l a I 15' UTILITY / / S, / N Z C) r5A. p LOT 3 Z L- N I I DRAINAGE ESMT n 28 N I ESMT / e�. - Qo1 J II 0 4,975 S.F, o q N-Sd9'44'23"W - - L - - S89'44'23"W- - - W 28 2 GM I I ram- 1 112820 It 9' UTIL / � $ �,i I n, I J o --- 9.5� - - 99.50---- W �J-----J L----I L----I L---- 1 / DRAINAGE ESMT / L - - N69.44.23• E- - I LOT 13 �_ I -1 F I C4 I 20' IRRIGATION / / / r? W } I L' _ - - S89'44'23"W- - B 67.43 53.50 53.50 53.50 ::: I40.50' R.O.W. I I~ ESMT / G1 / ry 61 o Z 00 V o 1 LOT 27 I © LOT 4 5,364 S.F. 99.50- - - W U " '^ BIPLANE STREET 99 = / / a rZ- - - 1 cN O b I 4 975 S.F. 'pp I p - vJ DEDICATED I 1 / / / 6' UTILITY W tO 10 O 4,975 S.F. o 3 LOT 12 ESMTS 0 o 0-, N O Q N89'40'53"W I o W1TH THIS / / /� o . LOT 2 o N w L --N89'42'57"E - - o� LOT 4 o . [o] _ _ P - _ (n PLAT I 3 / / / 6,877 S.F. u, 4,999 S.F. No r`--99.50- - - - 00 I o o a L --589'44'23"W - - j L LLI ow 4,975 S.F. N o N 467.61 O I I ^I� / / /� / N L _ I DRAINAGE ESMT I v 1 Z 99.50 - - - In- - - 99.50- - - (} LV I a a0 - N89'44'23"E- - J r - - - O , Ov N I I `p N / / V� b L _ - Ln Ln i-CM- S89.44'23"W- - 9' UTIL & Q o o"t r- 580.1p.20" rN - 100.00- ` o LOT 12 v _ a DRAINAGE ESMT o u' 0� LOT 5 o W 384.23 fn o1' / / v - E-_ 0 99.50- - - w 4,975 S.F. I 9 1 W I I N / / / 107.49 - _ _ -� 1 LOT 3 IN O 5,475 S.F. r LOT 5 9' UTIL oo o 9' UTIL & o 5 - - 5 - - 67.88 53.50 53.50 W I LOT26 0L DRAINAGE � r------� r----� r--- r 4,950 S.F. I� ro Oo o DRAINAGE o 4,975 S.F. ri ESMT 11IIZ/p9' UTIL& o L --N89'44'23E - - ®a,975 S.F. ESMT L y BLOCK 9' UTIL & I J 1 cV °� I I 3/ /OT i m DRAINAGE ES rn N L _ _S89'44'23"W - - L - - S89'44'23"W- - 2�3 �� I I (DRAINAGE ESMT T 6 CO/ L_-N89'44'23"E-- a r---9s.so --- @� o r--- r--- o _� 1 4 w y d I I ti/a / / 8,069 S.F. y. I I o 0 99.50 - - - 99.50- - - oa n n ` I ,� /r\, / 9' UTIL & w r 1 m ^ 0 1 L-- S89'44'23"W- - o N 00 V z I I I / / �� // DRAINAGE ESMT-1oo.oa- - - \ LOT 11 - - - 9s.50- - - Ln o o °° w LOT 1 01 LOT 2 m � LOT 3 r- � LOT 4 - ? o �, P LOT 26 LOT 6 ? 6,609 S.F. 6 9 S F rn 5,323 S.F. 5,323 S.F. a N o o oP 7a o oP o °rnQ / / �18T56'34"E- - - - - J b I + 5,472 S.F. 00 0 � o0 4,975 S.F. p 4,975 S.F, o m cn 1 0 0 0 0 I 14794 -----� o LOT4 INS LOT ^ to m i I Z z l 28/5 z 282/ Z, // // ,. O r - - - - - - I 4,950 S.F. o N89'44'23"E a,975 S.F, hl o m S89'44'23"W S89'44'23"W jy yy�� I I I (WIDTH VARIES) / / vie / r _ _ _ - 99.50 0 `"�ii]]]�II 66.47 1 - 00 589'44'23"W r 99 50 - ° -F I I I I S89'40'S3"E I I / ) / �� / LOT 10 3' WIDE I' 99.50 S89'44'23"W I F, L _ - - L- - 67.77 53.50 J L _53. Sf1 _ J L - L U/ 1 7,943 S.F. DRAINAGE ESMT, I 100.00 1mom I h4a� / `) N 8T56'34" E 168.69' 99.5o vI --- r------ r ----� r---- r 6' UTILITY I I >x trNee �Iw amelr alai 1�4� I�AIw Iwl �I■A 111■ � ww �11! 1I11A1' w III Ate! ICI � 1 ESMTS � 7-58.63- '� ] r - 55.03 - -FII 55.03- MATCHLINE SEE SHEET 5 6' WIDE I I UTILITY ESMT. 8 m DRAWN RR CHECKED JSV DESIGNED FILENAME 0007_plat 3lltiy � 01. L/itX��'�tF TST, INC. Consulting Engineers 748 Whalers Way, Bldg, 0 Fort Collins, Colorado 970-226-0557 fox 970-226-0204 kDATE O 0983.0007.00 1.a�. APRIL 2009 SHEET 3 of 10 E-93 25&4 N Ir� N / a&co0�G / / 50 0 50 100 scde 1"=50feet TRACT 1, AMENDED BUDERUS EXEMPTION, REC. NO. 20080065582 'a w cj 'w v1 �0 1 <� o a0 n / I / / ow / O EAST VINE DRIVE - _ -_ -- -- -- -- -- 0 __ __ - 50' RIGHT OF WAY FOR rT RAILROAD TO BURLINGTION RAILROAD BOOK 245, PAGE 76 I 50' RIGHT OF WAY FOR RAILROAD TO OMNITRAX S88'52'37"E 2610.38' REC. NO. 99035876 TRACT 1. Aro:-LADED BUDERUS EXEMPTION, I REC. NO -C �nr1a5582 I I I KEYMAP 7 SHEET 0 a 0 0 I I I I I m DRAWN TRACT B, BUDERUS EXEMPTIONJ, I TRAIL HEAD SUBDIVISIO I REC. I NO. 20040123495 CHECKED I DESIGNED RR JSV FILENAME I 0007_plot NE COR 8-7-68 FD. 2-Y2" ALUM. CAP 00 REGfs STAMPED 28285 IN MON. p� BOX (POINT OF 0� o COMMENCEMENT) co co a n I B AWL u�p� 1007.67 V M I Ill --POINT OF BEGINNING I I W I _ 20' UTLITY�I I-- ESMT CO 10' - .1 Wco I I I I W TRACT N 3 I 190,972 S.F. �1 m ACRES F- FUTURE BDEVELOPMENT oN N TRACT O 253,786 S.F. N w 5.83 ACRES w FUTURE DEVELOPMENT O ¢ TEMP. TURN AROUND ESMT a (THE EASEMENT MALL AUTOMATICALLY TERMINATE UPON bo: COMPLETION OF PERMANENT ROAD IMPROVEMENTS N 0 THAT EXTEND BARNSTORMER STREET THROUGH THE N89'40'S3' W N89'40'53"W N89'40'S3"W PROPERTY EAST OF THIS SUBDIVISION). 20.00' 20.00' / �C335 i 20' WIDE DRAINAGE "L00' 3 i ■ 13 I ESMT I ' 20' WIUc DRAINAGE S99'40'S3"E 3 3 20' WIDE \ pbo p'oo 9' UTIL & UTILITY ESMT 20,00' ice• r- UTIL. ESMT. N89'43'49"W i 13 0 rn DRAINAGE ESMT o 01 l o b i� • n r N r S00'16'12"W 10' 10' S00'16'12"W �, o b o '7.00' N00'16'11"E o of o b I .- a a ff �I b� �' rn o 9' UTIL & 1 owl Ion N00'16'11"E �I /26'B6 o,vl Iovp DRAINAGE ESMT N L 1N --- 18.50' , /18.50-------- ----- -----N L - N----- 26.94' -f---1007.49 --- 0 0 a ------- ------ 1--10---------------- �P --- 2 . 0' 178.38' 20' 281,54' 20.00' 154,95' 20.00' 185,05' 20.00' 171.44' /G"J - - - - 1 4 3 v? _ S89'4053'E BARNSTORMER STREET ° o 469.76 - - - - - - - - _ - S89.40'53"E- N 1007.48' n 965.96 BARNSTORMER STREET 53.50 53.42 50.01 0 I aA 49.99 70.00 50.00 50.00 50.00 50.00 50.00 60.00 20.0 50.00 50.00 50.00 50.00 50.00 50,00 50.00 50.00 50.00 65.97 WHITHAM FARMS, LLC, 2e27 r -J r ----�. G�-2-9�-- 1 r-----�--� �---� r------�-� ��{ zN F---- ---� r--------�--- ---- r---- ----1 r --- - REC. N0. 2001120159 9' UTIL & DRAINAGE 2903 I I 2909 I �9/5 292/ I.2927 �,$�, 2939 '-'9-'� Lq '3� 00� O21 'J027 3 ,30",�9 304;� 9' UTIL & 9, UTLd n I DRAINAGE N I ESMT -�T 3 1 3 1 ; I ; I 3 1 3 1 3 1 DRAINAGE ESMT 0 w z m DRAINAGE ESMT O O ESMT O I p O N O O N O N O w r N N N N N I� c ` O N LOT 7 LOT 1 LOT 2 LOT 3 LOT 4 LOT 6 � LOT B,o� LOT 7,D N LOT 8 3 a s ; LOT 9 r 0 o 0 1 m I io c o o LOT 10 LOT 11 LOT 12 LOT 13 • LOT 14 • LOT 15 - 0' LOT 16 Zo LOT 17 Lo ';3057 �n °D LOT S o °D LOT 6 o W 5,769 S.F^ 1 v v I 5,769 S.F. 0 W 6,265 S.F. 0 90 4,475 S.F, 0 m 4,475 S.F, b 90 4,475 S.F. 90 4,475 S.F, 0 rn 4,475 S.F. O rn 5,370 S,F. N 4i W N 4,475 S.F. o rn 4,475 S.F. o 4,475 S.F, o oi 4,475 S.F. o 4,475 S.F, o 4.a74 S F. o 4,476 S.F. o 4,475 S.F. o 4,475 S F. o ci LOT 18 W '�q1 O 01 QID O W p DJ W ID OD I 4,788 S.F. I 4,785 S.F. r0p I �1 n .5 ROW n I^J --_ J L- - N L--- J L-__ J L L_ _-_ 1 O I O v o 0 o I o o I o Ln U) U)[ ✓07 I 5,904 S.F. 11�39 6�► 1 26.5' 26.5' Ij`�IJI 6. ��Oic I 1 I I N N I I I I J LS69'40'S3'E J L-- 0 3 L J L---bi ww L---- J-------J--- �- J �- J 53.573 - 65.00- o v o o �} a N 47S -5000- 50.00' - --65.95- - - - - a io a 65.00_ - - _70.00 50.00 _50.00_ _50.00_ _50.00 _50.00_ 60.00 z w 50.00 _50.00 _50.00 _50.00 _50.00 49.98_ _50.02_ 67.16_ _ 98.79_ _ BJ CK4 JL----�, oN r J� - ��- -�IL �� �f Jf� lFI- �F�F �L �f� 1F �F�r-- 7�--- 6' UTILITY 1 0 9' UTIL & 6' UTILITY 6' UTILITY < I I 6' U71LIiY ESM 75 N DRAINAGE I I ESMTS I I I I I I I I 1 1 2 I I ESMTS .} N 2 I I $, I I .�/4 I 130�0 I 130P6 I (,, ' I 13038 3044 3050 ESMTS 3 1 3 1 I rn I-ESMT �' 3 I m w 00 3 I "7 i nb LOT 10 ob LOT Nb la U? N �-�m 31 31 31 ;b ;b I NN LOT24 �d � a V b b N b N N N a,76s S. o o a.7sz S.F. o LOT 8 I n W n LOT 39 0 LOT 38 v LOT 37 v LOT 38 0 LOT 36 LOT 34 0 LOT 33 � LOT 32 3 U 3 LOT 31 LOT 30 LOT 29 LOT 28 u LOT 27 q LOT 28 rn LOT 25 4,329 S.F. LOT 23 / pD co 5,769 S.F. (� 5,769 S.F. 6,265 S. F, 00 4,475 S,F. ^ rn 4,475 S.F. rn 4,475 S.F. "- rn 4,475 S.F. � rn 4,475 S.F. °' 5,370 S.F. _N N 4,475 S.F. 12 rn 4,475 S.F. � 0 4,475 S.F. � rn 4,475 S.F. � rn 4,475 S.F. � rn 4,469 S F. � 4,251 S.F, 0 0o M � LOT S.F. 0 1 0 1 9' UTIL & o I i 1 0 O O O m O O O O 00 o 0 O 0 o co 0 0 0 DRAINAGE n1 N NI NI �I (I g1 0 01 nLQ o OI 01 01 01 01 01 on 2826 I I ESM I W 1 I I 9 UTIL & 1 1 2944 9' u7L @ n n N N G ? 1A� / _J LI�32 ZB h 0 W __ 2902 D 29/4 2920 2926 2932 1 DRAINAGE O o I I DRAINAGE ESMT 1 1 1 1 1 1 1 ,� ____J L_____ h J L----_J L_-_J L--J L - J L__J L1_ESIAT J L_ �---J L--JJ L---J L_ BLOCK J L--_J L_--c55 LC54 -J �'`' ��� �' N 53.50 53.58 49.99 G� sB 5 1 70.0 50, 50. 50. 5 5 .00 60.0 20.00 50.00 50.00 50.00 L 50.00 35.75 C57 C56 4 / / r O 735.76 C337 3 cs3� / LOT 22 -�- - - - - - - 0 N - - - - N89.40'53"W - - - - _ o: N - cJ �/ / 6,98t S.F. m N8467.63"W o i� I W 467.61 9' UTIL & � 839.90 DRAINAGE ESMT LL N DRAINAGE, UTILITY, & PEDESTRIAN ACCESS ESMT. BIPLANE STREET N `�\ ,'`'0 a� J 798.36 L --S87'38'49"W- - 53.50 53.62 50.01 C h 54.60 59.19 50.00 50,00 50.00 50.00 50.00 60.00 0.00 50.00 50.00 50.00 iC 50.00 50.00 54.57 c r - --93.73- - - En -----I r--- "T r - - - --60 Da-- -- - 1 r--- - 1 ---1 r ----1 F- -- 1 � -- 1 r---- 1 �---- 1 �I Q BLOCKI I I I 2909 I 129/5 11292/ I I } I I BLOC I7 � w� I I I I I I � 'ill I I I I 9' unL & s' urn & I9' urrL & I I o ;�/�Q 3(�� J J w p0 w 282T I f933 DRAINAGE 3 11 1 1 1 I 1 1 DRAINAGE ESMt 1 1 1 0 rn �SL`1. I �z� 1 1 DRAq:aU Ems; �, DRAINAGE ESMT 3027 3033 I I 1 = W LOT 21 N N. ESMT -' N 3 3 3 1 3 3 3 3 W 6,421 S.F. fV 0 �LOT6 00� LOTB oL 0 o0 n00 00 00 00 00o 00 �g 0 n n n LOT 15 LOT 7 LOT 1 LOT 2 LOT 3 LOT 4 f LOT 5 N LOT 8 • LOT 7 LOT 8 0 ^LOT 9 LOT 10 LOT 11 LOT 12 0, o LOT 44 1 0 n m of vi v rn m bl b+ rn rn m w rn LOT 13 �, rn 5,323 S.F. 0 rn 5,340 S.F. 0 6 419 S F. 0 w I 6,874 S.F. 5,889 S.F. �' 4,975 S.F '• rn 4,975 S.F. rn 4,975 S.F. rn 4,975 S.F �' 4,975 S.F. r- �' 5,970 S.F. b, w a, q,g75 S.F. r a' 4,975 S.F. r a' 4,975 S.F. rn 4,975 S.F. �' 4,975 S.F. °i 4,975 S.F. O1 Q' 6,877 S.F. - ~ M U et Z, z I $ If89 I (b Q 589'44'47"E- - J 0 53 ' ROW N o 0 0 0 0 0 0 o b 0 0 0 0 0 0 'n 0 0 0 q' o o' o Q' o °i o 9) 0 91 N o 4) 0 4) 0 P' 0 9) 0 4' 4� v> a l v 927 v 2933 v 2939 n 2944 o V 4 0 ? I z I z I z I ? 0 1 14 U. L- 26.5' 26.5' �)I vi In N m w v - --98.94- II II I II II II II II II II 0 col 11 11 111 11 II II I I s89ao's3"E 1 1 6' I I I I I H I 6' 1 0 Ln U [- 9' UTIL & O S89'40'53"E - L _50.00_ L J L _50.00 _ L 589'40'S3"E o I r 50 - - 53.71 - L - 65.00 J L - L - J L S89*40,53"E 5, O D ' DRAINAGE ESMT 89.53- 59.19 - -50.00 J L -50.00 L -5 .OQ J L-50.00- I--50.00- J L- - 60.00 - -U L_S89'40'5_ 50.00- - 50.00- -1 L -50.00 - - - - - b I� ---- 0 n rn r---- ----� r---� ---� r---� ---- ---� r----- r --- --- -- ,---�- z 00 LOT 20 O ��®' I o 1 6' UTILITY I I I I I I I I I I 6' UTILITY 1 I ��� ^ MATCHLINE SEE SHEET 6 r 69.63 ,► N 6.756 S.F. o 1 6' UTILITY ��pp II p I I I I ESMTS I ESMTS I I I I I I I I I I ESMTS I I U�® I I� 1 ch 6' UTILITY ;1 P IIIESMT ale 53' R o.w. R S89'43'03"E 99 54 'MON wa� as was 01co 26.5' 1 26.5 BLOCK 5 L J CO a Q W LL T8T, IMC. Consulting Engineers 748 Whokrs Woy, Bldg. D Fort Collins, Colorodo 970-226-0557 fox 970-226-0204 JOB NO, 0983.0007.00 SCALE 1" 50' DATE APRIL 2009 SHEET 4 of 10 E-93 2564 50 0 50 scale I e ll 11■I 11111111111 1111111 III 111111111M LD I ULLn I �o �c = � I I � Q U I W (2 a� I I EXISTING 60' ROAD R.O.W (30' EACH i -I 30' SIDE OF SEC. LINE) 1 I - - - - - - - - - - - - - - I I I I I I I I I I I_ I O o I N I I w I � N I d I O I O Z C A M H P LLC, REC. NO. 96025645 i I I I I EXISTING 60' ROAD R O.W (30' EACH �I SIDE OF SEC. LINE) I 30' I M am I I• I I I 1 � 100 I o N89'44'23"E S89'44'23"W S89'44'23"W S89'44'23"yy� - - - - `O SB9'40'S3"E feet I, <n E - - -99.50 99.50 99.50 0 66.47 3' WIDE o S89'44'23"W 1 A L - 6. - L_ - 67.77 - J L-53.5.1 - J L _ 53.50 L MATCHLINE SEE SHEET 3 DRAINAGE ESMT, I 100.00 P N 1 tr z 99.50 53 'ROW o LOT 24 LOT 7 tj� II o W r - - _ r - - - - - r 1 1 N 8T56'34" E 168.69' Q LOT 5 I, w , u LOT 10 0 01 a,97s S.F. 0 4,s7a S.F. J o �/ ! 'T T 5.03" -1 o 4,950 S.F `1 A h o s.a73 s F. o N I o 26.5' 26.50 0 0 0 � cz4 Q 6' UTILITY I I�CK -58.63- 55 03 - o n 1 w LOT 7 10 ESMTS / 9' UTIL & I F T r 1 y 4,975 S.F.o cn L --589'44'23"W - - L --569'44'23"W- - - '�A 1 I J I� DRAINAGE ESMT / s L --N89'44'23"E - - -J 1 I _ -99,2B- - - v/ 9' UTIL & 20' IRRIGATION /rv/ 6' WIDE I L _ - N89'44'23"E- - J f v G r -99 50 6' I� N DRAINAGE ESMT w ESMT / "T UTILITY 1 r - - -99.50 - - - L _ _ o D° w w w TRACT A / ESMT. LOT 7 1 - �- - 100.00- - - 1 3' R.O.W. S89'44'23"W- - JI n 6 ESMTS Y N m o m 1 < o 1 1 1- 115' UTILITY o / / rn 5,675 S.F. Io - - - 99. o- - - Uj a LOT 23 o LOT 8 l� W o� v o I LOT 14 M n LOT 13 0 LOT 12 0 o LOT 11 DRAWN 1 p 26.5' 26.5' I LOT 9 6' 3.84' Z 1c� 4,787 S.F. 6,539 S.F, o 6 7 1 S.F ch 'M o. 5,323 S.F. o °� RR Lj 1 1 I ESMT / 421,440 S.F. / SIGHT U O O s O o r LQ/g O ��! 0 1 U o 1� 0 6' UTILITY 1^ 1 4.999 S.F. / ry J O O r-- �. O M O of I I / 9.67 ACRES / DISTANCE W LOT 9 rr LOT 8 2614 cn I o _ 6,623 S.F. 9- UTIL & ESMTS U n o L, a r+i 0 0 m ESMT ��7 v U, LOT 8 N U 4 v U 1 I ry 1 Z I Z 9 U IL & Z Z CHECKED / FUTURE DEVELOPMENT / 7,349 S.F. 1O W 5,908 S.F. j. I Z I DRAINAGE 1 �/ U L _-S89'44'23"W - - J L-S89'44'23"W- J W 7D9 ' UTIL & RAINAGE ESMT aA , s' unL & �' , 6,609 S.F, _ ILL,,,, LOT 8 / 140.50' R.O.W. I I / I:y a DRAINAGE Im q ESMT }.� W o 101.87 - - - --91.58_ - RAINAGE I JSV I" / N58'11'34"W 22.61'(hIE ,� "� m ESMT 6' 6 J 2/ % 342 S.F. 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I 76.95 -+ T-- t00.40 f 1 I 111.99 N82'S1'31' E 1ul C,?� I / / 2 C(1 N S / 07'04'20"W 3.51' - _ r-- AC FUTURE �I FUTURE DEVELOPMENT /\ C2$ 18.69 60.88 - 54.33 I 20' EMERGENCY �I (TIE FROM ESMT C371 C G� ^7 C78 ESMT \�/ / C239 - - - - - - 1 / ^ ACCESS ESMT 117.55 19 T -> 1j 1 / r Fop �.p s� 30 r-- I ro a S43'41'46"E ITO LOT COR 68.82' C403 _ 56.01 - -1 f ���% 1 2703 I Ir j%i%p `I f- � C7g C35 '� \ � \ \ / '� / w 1 LOLL, K 3 ' 16, y o- ,',�' `!I 22.31 ry0 - 48.99 19.83 C63 _ 'i�LL 280Q $y, /� 20' WIDE I I U 64 52.35' �� .� I I DRAINAGE ESMII o 9' UTIL & I 1 1 1 (- C80 3 C C \ / .h^/o"T /� a MI ai.ii. ,5,15, / C, 1 o RR 3 ? �' 35' WIDE DRAINAGE & 0) 3 I b I / ao DRAINAGE - J O 26 f r2 v * I N o D AINACE ESMT 3 I 27/5 0? 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C8S\ �/ n / \ /'�O 9 \ 1 ESMT 0.69 ACRES \ 2 S �+ / / LOT 20 A ---r---r FUTURE R.O.W. oI I �rl, - DRAINAGE ESMT IN1 0 1O FUTURE DEVELOPMENT \ \ �4 / / i^C9 �i� gR �C 6,486 S.F. Ali 1 1 I (WIDTH VARIES) w I I v 1 co 1 / LOT 1 / G(/�� W I TRACT D o \ \ 0 5,693 S.F. ` \ v � 9' UTIL & u \ \ � \ a `fS ;• DRAINAGE ESMT 0.66 ACRES UT L. ESMT. I y / / �,p�?S \ Z_ I� TRACT W Z \>� ^�� °g as!� S 1 3 I I m I I I 28,355 S.F. 3g E N14'13'22"W S7 J 1 41,709 S.F. rp FUTURE DEVELOPMENT 75'46� _ - - - - - - N14'23'14"E 536.4 W 1' b 1 7 ?7 �+ C I ro I I 0 96 ACRES o 1 'v 53' R W I N 40 Op 78.58' - - - 6oi ^, I Oj - - 10.50' 20 6"F UTIL ESMT. 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I I I DRAINAGE ESMT 1 DRAINAGE ESMT ^ 0 / \yg 3 F S \ e� \ c27 LOT 16 S / • s LOT 4 519'OS'46"E C222 SIGHT C '1 5,629 S.F. e DEDICATED SO4'18'49"E S85'40'55"W 63.63' 1537' J ? ra / \O) °O \ / 5,123 S.F, I I ( 21.16 �� 1"E DISTANCE 6$ - E� U^ _ _ _ C27 q n/ O �/ \ /03, // �TPLATISI I1.36�1/ - TO(TIFROM 423�W�' ,/ (TIE FROM ESMT o01 506 1,16' ESMT G2 ( I) __ 4 "1 0 \ q 1° T` II�r/ _ �" o. N69 A-�1I47'03'E1 8. 33' ^I r''� �yb �''7 )/� 3T2 9�3� �"'�P^� LOT 5 "0 SS77 \ cg C?8 C - - - ._ _ - - - S"75- 1T 1, 02"W i'�� 55.48' - _ \ 2 /y / \ S T 5.36fi �1 SIGHT TO LOT CDR) O T4 / vl LOT 15 1 v 20.03' C221 f W - (L2.47 1 0 I. S81'47 W/ 73.21 DISTANCE C51 vim. 5�39" N ; 03"E 4 T 3 hO / S b V ESMT p Sg9" �'� V! 112.01 _-- tie OF,np U, C121 h l\ FM4j.�gC¢ JV 1� /� J 1 9' UTIL & °• CO w y <OT °M F9 \ �"' ,� `� J DRAINAGE - a'I i N \ v y0 N Ci-', Cap FS41 e?• \ ^J / \ !� % LOT 6 i ESMT °d\ r I S� \ W - \ B co,R T C C C309C4o7 5 0 sg24, J 7 LOT 14 e�/ / %� T\o / A \ /// a ��'///��� NBS'S539"E a T- - �� ag 6 a 1A 2 / a'• a\ \ N20'09'23"W nr 3 f 1 9 \\ v / / ry� O O \ 7 �� 0 v C ? 5,366 S.F. 0 - ap 0� / 5,065 S.F, / B• 160.41 A q9 0� i �9'05'46"E 4\ ?S, 74 /k_., \ ,` SR �� \ SYKES DRIVE 6�' \-- 19.60 51.66' i <i q ¢LL `Cg F W y Gal 0 T///* \ \�� \ \ �\ UTIL. ESMT. //5` DOLEI'�' q yv\ C C 1 Zo m 9' UTIL & / c tS)A 3r / LOT 13 ,r 7 3 \ / S19'05'46"E 20' WIDE a 53' R, O. W. m �/ h� / 9T7 SS g / 0 Z C3 \/ 4 S70'S4'14"W DRAINAGE TRACT G DRAINAGE ESMT 9 \ / 5,440 S.F. / ® \ 26.5' 26.5' h \ ?• d 9' UTIL & �' / \ S) 20.00 ESMT 35,310 S.F. / / 3 / 3 18.40 0.81 ACRES . 7 X 45.49 � � 1 B' \ DRAINAGE p 1 � � C C223- - - - I / / / � O \ J , \ ESMT g 64.73 _ _ - -. - PARK / //� �/ \ O /A F \ P' I - - - S7 76, I C264 /• Vary / SIGHT s �6 JJ /9 c o \ /� LOT 12 U Ir ry K .ry T JS J / 4/ L9' UTIL & g65?4 f 1N rn a \ /rp�•. o� ^y`�' / DISTANCE/ / 3 03 �� p3 ? v �349 S.F, 1 l DRAINAGE ESMT 3 U N 6+ r\, / 7 yv C\� �^� S05'188'2 3"E --i f-ESMTRRIGATION TRACT V N66°5��� 1.91 ACRES 15 ' I----�15' UTILITY 83,360 S.F. I ESMT I FUTURE DEVELOPMENT I I 1 112 50'IR.O.W. aoD 1 I 52R W. I I TRACT F D T DE DEDICATE I w I WITH 1 PLAT I I 1 O a 115,778 S.F. 1 P L6 2.66 ACRES in 3 0 FUTURE DEVELOPMENT z o I alp I NI o ro 3 N90'00'00"E a I N I I 220.66 I I o o I UTILITY I �1 ESMT 30' I I I I I 20' IRRIGATION ESMT M Elk M M I I I / / ^ U J �\\\ //•. S 2 ry ESMT//// / \\ 4 e0 "Jeb \\S'je. ryPA) LOT11 C)o 3 / \ / ?6S 3/ROk,C779 426 S.F. li UN ^i \10 \ \ \ \ // ?65 ^yh//// \ \ �� ESMT SIGHv / yry� �n DISTANCE ry/ \ \ \ LOT 10 / Grl•08 ??� J7"w / / cb / \ \ \ C 77g \ / 5,935 S.F. C262 \ ^ /TO/TO• /UTIL & co DRAINAGE ESMT \ \ do. �J // DRAINAGE ESMT / / TRACT Q s'uTL& ti �' oPP / DRAINAGE ESMT` / 2ry ryw� �/ 9' UTIL & / v /ryQ� / / // 435,805 S.F. \ y _ v ^7' DRAINAGE ESMT \ 10.00 ACRES \ FUTURE PUBLIC PARK \ TRACT H 42.671 S.F. ry / / S3. / 0.98 ACRES -PS / 5 ROK• / FUTURE DEVELOPMENT 2P�o°j/, / ?s 9' UTIL & / �` ,ry/. P � / / S' DRAINAGE ESMT h/-5 rV / M Ell 11111110 1 1 1� 1� �' / /� M M M M Ew AID M 1lilm 1iIIIlm w M 1 MATCHLINE SEE SHEET 7 C, TST, Nc. Consulting Engineers 748 Wholers Woy, Bldg. D Fort Collins, Colorado 970-226-0557 fox 970-226-0204 JOB NO 0983.0007.00 SCALE 1"50' DATE APRIL 2009 SHEET 5 of 10 -93 2584 qw Go N KEYMAP M 0% 1 W X MATCHLINE SEE SHEET 4 I I s89•40'53"E 1 L - 53.71 1 L - 65.00 J S89'40'53"E L- -6 53- J I L- - 59.19 - I I L -50.00 J I L _.J 50.OQ- L_ - J 5 .00 L -50.00 - -50.00- J I S89'40'53"E L - 60.00 - J I I L_S89'40'53" J I I L_-50.00- J I I L-50.00- --1 I I I I I L-50.00- J L--50.00- J L- 6� I I _50.0 L-589'40'- SO 0 50 100 r---- - r--- o o f---- r----� r---� r---� r---� r- - -T r---� r - 500�� r--- ----� r---� r---� -- r--- - iiiiia �L®� 4� I I s' unurY I 1 tyl s' unurY I I I I I I I I I I s' unurY� I r��pp q I W I I I I I I I I I I s' umlTY 69.63,I SCO40 1"�50' feet I ESMTS O O I ESMT BL�O 0 o I "J ,,�,�� ESMTS = 3002 O ESMTS N I� ryg I li 29D8 I I I I I I I I I I o ? o I I I I _IL31 L w II II LOTS Imo^ °� I w1 WI wl wl wl nHsUn w w w w U v f °' LOT 22 6,419 S.F. of v Inlrn p o 0 I a N a 1 LOT 30 O N bn o b o o b o b o b Q V w° 4,975 S.F. o b o b ^ ^ ^ v 5. R.O.w. E S89'43'03"E 99 54 00 o LOT 28 LOT 28 LOT 27 a LOT 28 LOT 25 LOT 24 LOT 23 W q LOT 21 O 0 ° o 0 0 o LOT 10 m o LOT 9 o I w 1 6,866 S.F. o 5,889 S,F. o 4,975 S.F. 4,975 S.F. r a 4,975 S.F. 4,975 S.F, r 4,975 S.F. r 5,970 S.F.w (� w o LOT 20 LOT 19 LOT 18 LOT 17 LOT 18 0l4 26.5' 26.5' 3 ��®�� �j 1 o Im 5,323 S. F, 0 ch 5,348 S.F. o 0 o O °' O 0' o m o O1 O a' o m 4,975 S.F. � 4,975 S.F. 4,975 S. F, r D' 4,975 S.F. r 0 a,975 S.F. O 6,883 S.F. 0 O 00 9'UTIL& I I z l 9'U71L& 2 1 z 1 z 1 01 01 O I o^ 40 9'U71L& 0 0 0� o� 00 00 0ccNi nl Z z l Z DRAINAGE ESMT 29/4 2920 2926 2932 Z 2938 Z 2944 ~ "� DRAINAGE 2 1 z I z I z 1 z 1 0 1 1 Q "o I Q LOT 19 a, o ESMT 30/4 3020 3026 3032 rn DRAINAGE ESMT _ 6,713 SF.30 0 1- s' UTIL & DRAINAGE ESMT I I I I I I I I I I I I I I J o F. DRA2826 1INAGE ESMTILI Ie ) I I I I I o � 0 I I 1 1 I I T I oN 9' UTIL & _ _ _ _ _ _ _ .30_3_8 I + I DRAINAGE ESMT 53.50 J L 53.79- J L 49.99 G6� 66' 54.46- J L_ 59.19 - J L 50.00 J 50.00 J 50.00 J 50.00 J 50.00 J L_ 60.00 20.00 I_ 50.00 J L 50.00 J L 50.00 J L 50.00 J I 50.00 J L 50.00 J L 54.68 _ 0 V W vB 84.54 798.32 Q j 3 DRAINAGE, UTILITY, & PEDESTRIAN ACCESS ESMT. 'Iw N89'40'53"W "I S89'40'53"E 881.32' _ N LL N89'40'53"W t f 424.20 - - - - - - - - - - - - - - COLEMAN STREET " ry 46.31 COLEMAN STREET z5z.00' 126.03 f 10 f 20.0 546.31 TN 52_31 49.36 - _ 84.47 - - C? v U b 197.71 15' 325,20' C`?A I ^ 9 53 169.00 CIA N'5 < SHEET 6' UTILITY ESMT no MEE ME r7 1 I- `0 a----- ------ -� ------ - ------ O U 64. _ 84. 7_ _ O Ci----84.52 yu'1 `OI 9' UTIL & 8.40' I 348.60 = [_ BLOCK S o LOT 13 0 O DRAINAGE ESMT 15' WIDE -� �9' UTIL $��� 6' UTILIT ^1 05/ 82/ 1 1 rn 6,419 S.F. o z 1 PEDESTRIAN 9' UTIL & DRAINAGE ESMT v ESMTS �- 1 1 LOT 12 p 9 9' UTIL & I ACCESS ESMT I 53' R.O.W. 0 1 " LOT 18 1 m O "i 'Z DRAINAGE ESMT o' N) LOT 1 < 3 1 6,685 S.F. 0 DRAINAGE ESMT -�I Y < I 00 6LOTs1 1O 6,219 S.F. v 53' R.O.W. m 14 6,315 S.F. to R 6.00' I 26.5' 26.5' a I I 1 26 5' 26.5' a l i O ^ io 12' UTIL - N89'40'53"W -C233 a --S89'43'03"E - - J L - - N89'43'03'W- - J _ LOT 11 � �; & 53' R.O.W, I TRACT R � I- I 1 1 N89.43'03"W - _ J 0 r DRAINAGE 3 r - - - 99.50- - - I I I 99.53 - - - 99.47- - - t- 6,762 S.F. O ESMT e , 26.5' I 31,556 S.F. L - - - , r - - - 99.52- - - - O r N O 1 26.5' O I w w I 1 O O I DRAINAGE ESMT 0 9' UTIL & -� 0--- 1 N 0,72 ACRES I O 12' UTIL I iv 0 LOT 14 °� 1 n PARK ^ I I Lp o 01 DRAINAGE ESMT o o O ?�27 < o I M 0 I 0 I N TRACT C � ao I 'q LOT 2 1 �I o LOT 2 0 & I I a L1 5,716 S.F. hi I U W a Ov h I 63,217 S.F. uj N `� d LOT 15Qn o f o (V IW i 1.45 ACRES < , 4,976 S.F. ,� DRAINAGE O 1r ( 1 N 4,977 S F. 1 4,973 S.F. �• I `n I �' ESMT g' I I L IIX U O IZ FUTURE DEVELOPMENT J 75 1J8f'27'511, I z I 1 I - S89'43'03"E -- J L-- N89.43'03"W- - J L---189'43'03"W -- J - J n I -99.53- - - - 99.47- - - 53p'lQ" _� 3 99,50- _ _ JA _ I 1 20' WIDE UTILITY r , r - r - --99.52" - -� 6' UTILITY 53.9g S3p7,,� /"try00 7 S I I 0 p� o 10 1 ESMT 4 �o ��A 17o.ai - - _ I ESMT. DRA9' UTIL INAGE ESMT o ty LOT 3 o LOT 14 �I 10 o LOT 3 Q /7 N'n LOT 16 I v/ - - _ I S89'29'01"E ,q ra 4,976 S F. vZ 4,974 S.F. I O 5,669 S.F. �I / ti M' o - - - I S00'30'59"W 20_00' SOO.30'59"W I I I "� 4.976 S. 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"t UL�®� W M o v M r - a V / g h ,/ 9S2\w\ \ / U �+ / 5,806 S.F. 6 e3 / 2 JI I 292/ ~ _ - - C7 28 2 .3 55.00 55.00 _ 55.00 50.06 ?� = o LOT 5 o 10 Z i BLOCK 10 l0 \\ ry°�n�' \\ / m m LOT 2 �'b erI - I I 1 7--� r--� -1 r----� r---- g� 01 I o LOT l0 e0e55 \ l �0 f 5,316 S.F.LOT 3 0 0; C LOCK 8 I I� UTIL & 2955 I In 'n ICA 1 1 a � 1 � I u0 91 o ` 4,976 S.F. a,974 S.F CAS\ \ v72 8,627 S.F. / < �`e/ l / '"t 5,090 S.F. ^'> O rn 1 1 2933 I I 2939 1 DRAINAGE ESMT 6 ti ;o ^ LOT 4 0 � 2927 w 3 3 3 ; 9' UTIL &- L --S89-43'03"E� - - J L - - N89'43'03"W- - J � L --N9' UTIL89'43'03"W \ C3R3 DRAINAGE ESMT // ;,7 4 W Jl o ` a LOT 6 OT W 99.51- - - - ?)• / / / _ 5,510 S.F. W w i 3 a ' ` DRAINAGE ESMT I \ 5'" _-� LOT 6 LOT 7 rn 1°°n". r'0 i---99.52---J r---99.a8---� h Bs L L 8 LOT 9 LOT 10 53' R.O.W r - - UTIL & - \ C350 \ - J / 00 �a 7,187 S.F. r0 0 6.028 S.F. 0 5,503 S.F. m 6 5.491 S F. � °' S,479 S.F. rn o o 0 DRAINAGE ESMT C\?6 C`�4 /^ /,4j N /9' UTIL & i I- -58.93 LN792e' I co W N z I voi I y 2 0 0 26.5' 26.5' CD II o '•`�t o �. o LOT 8 d I O O Q' p 41 rn 6,411 S.F. N o 0\ / DRAINAGE ESMT / 41 "W -1 - - LOT 8 0 LOT 11 O Sa. Z S" '^ 295/ v 1 r N4,976 S F. 1 4,974 S F Q 1 4,975 SF6' UTILITY -7/ 29-/ I I I I I I I I V" I a.l r L --589443-03"E - - J L - - N89'43'03"W- - L - LOT 21 3/ ESMTS / -- 57.> L w I I I I 1 1 I I 6' 1 13--N89.43'03"W __ J G3 try /O 6,4B0 S.F. / / ?- W �7�28"4r -i L - J L N89'43' - -- I I _ -i L - -i L_ - - - o 0 ppo� / lI -I -y w----- ---- ss.sr---� r---99.as---� J r---99.5T---� N LOT 20 'o / / to a IJ Ir- -46'�- 50.57_ 50.00_ 50.0p_ 5 50 00_ _550 00_65 00 O o I(p a � r ' \9� \ �l 0-co' A s,ss3 S.F. ;." ro 3 / a zo6 _ r- - - - -�1 ID ",O LOT 7 I oo LOT 10 nll j o ci 01 b LOT 7 to / \ �� / a w LOT 19 2 c ^ I I 6' UTILITv 0 4,975 S.F, a,975 S.F. �" vn d N o I I n cf N 1 �} 4,975 S.F. N \ M Q' N 4 of ESMTS �(/ �2g� y 5,574 S.F. Q 3 H m 11 I I 1 I L--589'43'03"E- -- J L-- N89'43'03"W- - J //^ \ \99 C35j \ J "\ / "' % 6O2 0 S.F.� o �ao 3 n I 3 33 3 I 3 I I 1 L --N89'43'03"W y LOT 7 3 // 2 LOT i ^ b ^ b ^ b-99.51'--- 9949---� / 9/S� / / pp N p LOT 18 °LOT 16 LOT 14 LOT 13 n ° 9' UTIL & r - - - r -- 5,583 S.F. O 9' UTIL & \ p C, 4 - J / O 5,525 S.F. N 1p ua ad to vo O ,p LOT 12 • u? LOT 11 l o nh DRAINAGE ESMT /J 'S ` - ` p �. Al a 9) 5,320 S.F, pf 4,939 S.F. r O0 4,950 S.F. r °i 4,960 S.F. m 4,970 S.F. m 6,427 S.F. ^ DRAINAGE ESMT 6' 1�0 4:, I e LOT 8 / C, _- J/ / O o I o O o I o I I aD I (� 9' UTIL & I o 6 ESMTS Ll Y ( o I 'O A/ / \ 3. 36 L - _ N 2926 `� 1 2932 93 N 9' UTIL &N n 1 U1 �� a I DRAINAGE 0 LOT 9 NI 1 n a O o 6,348 S.F. O7 - _ i - DRAINAGE �, a» LOT 8 53' R.O.W. I 6,4000 SBF. \3?3 CIO\ Q® /� / h G�A6 0 " C 41 35 C134 L _ - _ J L _ ESMT 1 1 2� 1 1 2956 I 12962 6.400 S.F. I 26. 5 `y ESMT 6,439 S.F. �' N _ _ 3002 r m = o ? \ 9\UTIL o C7 - C,3 J L----_� I------� 130/4 I 5' 26 �� ------ O� ^ R \ ESMT & /vo0 9' UTIL &> h 3 J L- J L - - - L - - - --� L - - - >: 84.- 84.44 C�a s J = \ O ?0 DRAINAGE �' "'> � � � Ct 32 1 31 37.17 50.00 50.00 50.00 49.94 G� ? v /\\ D!1 � / / ?s 53'R DRAINAGE ESMT \748 "' `C?88 C�QUEST STREET 237.11 769.OQ 84,56 O \II C'3? C)Q7 �C l S0' O K ti /- 3 0 0 -ks moo' / LOT 1 `� / �'49 _�- i - N89.29'01"W _ ci _ ; Iv u �l '17252.00 126.00 O N N o A o 6,346 S.F. v a / / - - CI C36() DRAINAGE, 278.78 a - - - - n 10 oN r \ o / n / 1 r_ - 50 E, UTILITY, �a &PEDESTRIAN � � 589'29'01"E 368.00' LOT 2 a / �©c#(I - - 1 Cl 81 ACCESS EASEMENT 1 10 5,854 S.F. v h '' - - - �, 52 7 4n - CONQUEST STREET r ^ LOT 3 l 292/ l I f- - - - - 153 0 336.44' cp r vp v ^'i o I ,c- Cf 54 4 45.06 c0 c� 9' UTIL & y� C\ / / 2 V) y, 5,659 S.F. o ,n W / 2927 I I 29 vi V1 n - - - - - - - -1 f - - - 1 F- � r- cs v - _ 52.44 66.00 66.00 _ 66.00 56.00 C� DRAINAGE ESMT 86 \ 9 A e � T-- -� r-------1 r- -j r------T I----- 9 ; < ?/ B' Um & ^q� LOT 4 •cb 1 I M o 0) 2 3 Ic,Ss I I 11 9' (UTIL & 1 12959 0� 300 j O 302/ 710 Ln LOT 9 ~ V) \ I / DRAINAGE ESMT ^ I 5,025 S.F. N ^ ^ I z I 2945 L / DRAINAGE I�I 1 1 1 302/ y/ //$$��Q 6,310 S.F /1 N ��l C7 A Cl l 2 0 "i LOTS N t �. w w l ;� 1 ESMT w w I In 0 3 1 3 1 9' UTIL rr 3 1 3 3 ^I� �l�/� In Ul �/ l \ 4 J / �,� I I P' S, t t 2 S.F. a ri LOT 8 I !'� a I ,In I. LOT 9 u1 ^ N �n �n \1 I N v DRAINAGE ESMT O �/ / ^ 6,379 S.F. I O w ew LOT 7 0 LOT 8 M 4sa8 S.F. . LOT 10 v LOT 11 v LOT 12 I LOT 1 LOT 2 LOT 3 O LOT 4 0 LOT 6 col 0 :`� w 5,192 S.F. 4,688 S.F '� 4,688 S.F. � n 4,688 S.F. Ili I z I ^ ^ 1` ^ ^ ^ " 0 L- / I �j I a_p h °p o 0 0 o b 5,527 S.F. co 6,229 S.F. ^'� 6,188 S.F. "t 6,188 S.F. ^'� 6,188 S.F n 6089 S.F, m i»/d/� h p1 Iqq++ Q� C I °CSY o/ 1 1 \ C1 - J _ O> �I` O1 O � 0 8' UTIL & Z 2957 � 2 zl � e' UTIL & (0� � U0 I b� 0 l l r - C' 76 \ - 241 - J - - P) �n '� 6RAINAGE ESMT DRAINIAGE I N b\ \ 83 L _ I I N 1 nn p �a /� N 0 a LOT 26 �3 8' UTIL & / / C 61 C182 L_ _ - O n Zo L��®C� �� I I ESMT DRAINAGE ESMT ((? �I 20' ROW LIZ 5,830 S.F. N DRAINAGE ESMT 7 ` C11 _ 20 R C1gp -z `R I_ - - - - J C423 J L - - - J L - - - J L_ - - - J L - - -� 0 - - - - I �L®"„� �� -1 )n �� _ 6 /�,/ 3 / _> C31 OW - C765 1 1 42.77 50.00 50.00 50.00 50.00 ��� o <<'O J L-----J L__---J L-----J L-_--�� 'w`/ \ (TIENSO'32'15"W B.OS' �, LOT 24 / j� _! (71E FROM ESMT /t~ �( 2 ¢' 5.251 S.F. p *1 / °4 r C178 0 �� - 0 57.50 66.00 66.00 66.00 50.94 C` ,SgO `t 242.77 N S89'29'01"E 4 20 'ROW '� I / _ _ - 1 C1 7 �- - S89.29'01 "E •- 20 ' ROW -ALLEY TO LOT CDR) > / v W / I' UTIL & M 2920 ' - 9 _ c1 ao ALLEY 242.85 - - - - - - h _ LOT 23 N / 3 279.31 \ 'w C) \ J /DRAINAGE ESMT %t' 5,251 S.F. rin / I I , ,� - - - ^ 342.90 341.49 _J 926 C163 -42.85 50.00 50.00 50.00 50.00 n _57,50 66.00 66.00 66.00 66.00 20.00 Nei LOT22 �� 31 2932 II -1 r----- --, r ---� r c s<. ��9�9t 29/4 ° P S,zs, S.F.2938 t w In2 ls2 t r----- r -----� r-----� ---- 4)3 (A 3>4 n p n 1 3 I ^ o ^ 944 I Ic I I [BLOC r� �� - - e F ° , ct >1 J - _ , _I N LOT 21 e � z M _ 0 s UTIL & L LOO r� �� I I hV \ SOT CROM eSt3�, L \ l rn j" 5,251 S.F.h ^ as , rn P I 1 2952 1 1 295 1 1 I 1 I 8' UTIL & I z DRAINAGE ESMT 8' UTIL & TRACT X \ \ Cq) °R) MT T / / - _ 37>yg, ;h �i LOT 2Q O g W w w 2'� w 2s%o w 1 DRAINAGE ESMT 1 3 I 3 I 3O/4 3 I 70�0 3 I DRAINAGE ESMT \ 2 \ O C7>p J 4>4 0 5,250 S.F. O ".j LOT 19 ` a Q ^ h i� _ " e e ✓ " . 1,892 S.F. _ �° LOT 18 LOT 17 U � �6B QI 5,871 S. F, w vc ^ ^LOT 18 .9 ^LOT 16 � ^LOT 14 ;� ^ LOT 13 "n , In ^ :n n N N DRAINAGE, UTILITY, \ C47 SYKE C7 J - I con v o" 5,607 S.F. :n '� 4,962 S.F. "1 4,688 S.F. r "1 4,688 S.F. "1 4,688 S.F. r "'1 5,526 S.F. I 06 1 LOT 10 o LOT 9 o LOT 8 o LOT 7 o LOT 8 0 ,n AND PEDESTRIAN ! !TRACT Q 3 /\ �RI E 6g L- -_- I_ n M O o o o o I O n 1 s.212 S.F. Mo 6,18a S.F. r o n Mon Q 1' _ I - I 6,188 &F 6,188 S.F. 6,188 S.F. ACCESS EASEMENT 435,805 S.F. ' / /� r J O vi O Z ►t� N O O O O o "1 h . ct 6g - _ _ _ �, 7T I 9' UTIL & 1 1 2976 � I � 3002 n y�0� In � In 3026 N m (SEE PLAT NOTE 10.00 ACRES is A/ 'o/io \ \ C286 C2g7 J L - - I � fi DRAINAGE ESM 0 9' UTIL & 1 I I 5) N vo/ ,y/Io' \ \ ClC67 - - - - = J C759 I RAINAGE ESMT FUTURE PUBLIC PARK b' ,. \ SIGHT I I 1 1 I I I I I I \ L--- N89'29'01 "W LJ J I I I Q I I 1 " OSMT N C7 66 - J J L J J L- J L 5� C,� J L- J L J L- J L- J S89*29'01 "E �I m � m//m of n( mm m M � � m � �_M � w � � M M IMM c1 s8 - - 43.23 -SU.00 -SUaO 5U0D a�9� J� 9 3IN m218 -56D0- - -66710- -66-00 - �ib�ff - 20.37 38.0 SHEET 8 238'17 S892901E336.55 s6 , ��MATCHLINE SEE , \42p - s6634'45"E 22.Sa' MATCHLIf�E SEE SHEET 8 0 f 20' WIDE UTILITY r (TIE FROM ESMT 1 I 2p 0 " /J I-� 9'UTIL BJ -- DRAINAGE ESMT - - DRAINAGE, UTILITY, & PEDESTRIAN ACCESS EASEMENT TO LOT CDR) NRR r KED JSV DESIGNED JEP FILENAME 0007_pl at "o REr 7 TST" N+IC. Consulting Engineers 748 Whalers Way, Bldg. D Fort Collins, Colorado 970-226-0557 fox 970-226-0204 JOB NO, 0983.0007.00 SCALE DATE APRIL 2009 SHEET 6 of 10 E,d93 2584 Go u* N KEYMAP M O� W X 1..50, feet 50 100 w w w M I I I I w i w M I I I I I I I I C A M H P LLC, I I I I I I 1 1 I REC. NO. 96025645 I I I I I I I I p I - I I O F-------------------- I W I I Z JDEDICATED I I 5I CUj I m PLAT TAMM''f ZELLER I REC. NO. 20060032474 I I I I I I I I I I ~ I I I I I --------------------I I I I I I � J I I I I I EXISTING 60' ROAD R.O.W. (30' EACH �-- SIDE OF SEC. LINE) I 30.00' 30.00, JAMES GIBSON & SANDRA L'r N CHARLES, 100.50' R.O.W. REC. NO. 93005880 I I I I I I I I I I II ------------------------- � I I I � I o <� in a o 0 JAMES KEVIN WALKER, REC. NO, 20060077901 I I � 1 I I I I - - - - - - - - - - - - - - - - - - - - - - - - I I I I I I I I 0 I I o I LO I I C4 I I w I fin TRA MAR LLLP, 1* REC NO. 2001099045 d I z I I i I I I I I I � 1 i I I I I I I I I cam, I I so�2 I I I I TRIPLE H MANAGEMENT LLP, I I _ REC. NO. 2001079047 No on w #1AR w= w M w w w M I :I T:Fi_-iA MATCHLINE SEE SHEET 5 7' UTIL & TRACT H �„ w � /� ww �I +wm .Iw w w w �II1 Ilw w w I■w 1wl 11� �( 1� � w�l 111�1 ■�11 w �I /Ir ^" / / / A, ESMT SMT42,671 S.F/ Q / / ,C'� a nACRES' / 0.98 I v IM ITURE DEVELOPMENT 7 , N TRACT F tih (( a N56'22'04"W // ' /GOO G/DRAINAGE 4• S28'59'17"W 18.56' / ��•^ V L-- 15 UTILITY 115,778 S.F. O / .ESMT N12'53'27"W / / / ESMT \ K'� 24.7d' UTIL 20' IRRIGATION 2.66 ACRES 18.50' / / LOT 1 �58� ESMT �° _ /t ESMT FUTURE DEVELOPMENT O6 33"W / �\ # `S�`7e /N S / / 7/" S7/ / UTIL ESJ� �y7 9'\ %K \'1'y JJJ S,a05 S.F. / �•\ \6S, / 2B J'R / / /l0./ 1 S08'131 B"W 20 00 ,!/ G 0 G S' / \ S' jp / /� 20' WIDE 8.48 9' UTIL & N12'S3'27"W r �� G Ogg / 9' UTIL \6p�3 0�0�� ��J2 \/^ �65, / / // / DRAINAGE ESMT DRAINAGE ESMT 18.50'---1 p0 / Js ■i 9 G / DRAINAGE ESMT �v. /y •ro�,�/ \ ^' / / / / ME 169.02 C398 C39 / 0. /\\\ LOT 2 5,160 SF. dj U ^J^ LOT 28 / / C397 c \ �j• /� b' A 6,485 S.F. / i 3 /-Op S A'`j \% �j� /0 O S56'22 E NATURAL S89'25'45"E _ a 7'YMg/ �S "' 7�L% ry a 38.s§ g / a / T \ - J_� FEATURE 266.63 :� C267 A i 'flTr p` r��' /V V / UTIL ESMT BUFFER LOT 3 ° s ZEPPELIN WAY N 426- 0 0 5,859 S.F. \ \ 0 00 y SO'T4, // �� I I (SEE PLAT NOTE 8) ?S j \ \ \/ p 3,5 W f njJ27�30'45"E TRACT Q •P 435,805 S.F. 5 81.23 -----_ C226_ s I �\� 0 J / I I O.n' -y a' �T, 9' UTIL h > /S528.66-"E 10.00 ACRES 9 UTIL & - 1 I I � LOT 4 � � p ,QO � DRAINAGE ESMT�./ / / 28.66' I I I FUTURE PUBLIC PARK Z N RO. '� 2 LOT 25 / / / 31 1 FEATURE DRAINAGE ESMT I �-' I 6,895 S.F. ^ J Y 1NATURAL I 'cn 7,819 S F. I I M SOB'13'18"W I l �I DRAINAGE ESMTS \'"27 8� O 0 /"1 / / a1� NBUFFER VN 1 ^ I I (SEE PLAT 7W 121 53 1 o( N5 'S 2410WIDE NOTE 8) 72.3355,42"WIRRIGATION 00o _ I 12434\`8DA ESMT o$ 'rn 589'03'26"E 4_I �/569,/g9 I I I zo7.as \Ss 57a2 2�`i ■ I 53' ROW. � LOT 5 U > LOT 24 1 " / /� e7 1 I I s 4,, i 199 I~ IESMTILITY I265. q6 S' I 7.679 S.F. i 7,423 S.F. /U I 1 I O 1'7� / N89'25'52"WI I---- 20' IRRIGATION 18.83' I 59 - - 1 (28.29 - _ _ -_J - - - 1Q8.29- - - / S33.18'41 "W I I 1 ESMT N89'26'52"W 216.58' M DRAINAGE, / / 26.36 1 U71L ESMT` n 4.261 S.F. I 1 TRACT Z UTILITY, do ARC L=41.33' �J I o O S89'26'52"E 209.80fSEE PLAT NOTE 5) v PEDESTRIAN (TIE FROM BUFFER SI 20.5 4' E L _ zo.57 � r j- - --106.35T � ACCESS / 1 To LOT CDR) I 1 N89'26'S2"W I N I� A I n O EASEMENT 81.31' N9664. 000"E 8.83' I N Ca I LOT 8 LOT 23 I I I 5,040 S.F. Q I04 00 n. I_V L- --N89'26'52"W- - L V- N89'26'52"W- - J I ^o I NF----99.20---- � �j--101.Do- W NI M `>;J 40, I Ill 9' UTIL & I o I LOT 7 v N Q LOT 22 c) DRAINAGE ESMT-�I n I 4,976 S.F. $ ,� 5,038 S.F. N i N I L --N8918'04"W - - L - - N89'18'04"W- - J ui 9' UTIL & LU I I I P_:7 -99.50 - - - 3 r - - - gg,gp- - - l I I DRAINAGE ESMT Uj 19' UTIL & v O I I N DRAINAGE I LOT 8 0 o LOT 21 0I g I ESMT 4,975 S.F. O ,� 4,975 S.F. I o jTRACT I j L --N8s'18'04"W _ _ " L - --S89.18'04"E- - J -99.5Q - - - 99.50- - - 3 166,396 S.F. r r 6' UTILITY & 1 a1� 3.82 ACRES 01 O DRAINAGE ESMTS o NIA FUTURE DEVELOPMENT I i L�T9So LOT 20i N0co o I L --N89.18'04"W - - J L - - N89.18'04"W- - J Q 99.5Q --- 9950---uJ .-1 53' R.O. W. r � I- 'R I 26.5' 26.5' p o v o I LOT 10 4975 S I a LOT 18 `WI p Wq I v1 N ,.F. I LO I I L --1148918'04"W - - J L _ - N89'18'04"W- - J O IM w r< r---99.50--- 6, I`----99.50---� o N1 6' UTILITY I n S I LOT 11 o ESMTS LOT 18 o0 I o 1� cjj I N 4,975 S.F. 0 4,975 S.F. 0 '� Z I L --N89.18'04"W - - J L - - N89.18'04"W- _ J a I -99.50- - - - , I r -- � r___.99.50- - - I p I r LOT 12 0 4,975 sF."F. � 0 v I 4,975 S.F. 1 0 c; 9' UTL & DRAINAGE ESMT-y L --N89-18'04"W - N J L - - N89'18'04"W- - J I 15' UTILITY I I - --99.50" - -X l r 99.50- - - l ESMT i of LOT 13 N `�M 01 o LOT 18 1�iC, 1�- 20' IRRIGATION I 0 �II N ESMT 1 L --N89'18'04"W - - J L - - N89'18'04"W- UTIL ESMT I a r---99.50 --- 9950---� I L17 I LI n� 3 1--- 1 a UTIL ESMT I m N[ O 10 o a I 9'UTIL& DRAINAGE `o LOT*4a � S89-18.04"E N00'41'56"E DRAINAGE I DRESM TOE LOT 14 - Ci 6, 419 S.F. l_���iII Ln N00'41 S6"E 20.00� 18.50' ESMT I 1 6, 419 S.F. 0 e 53' R.O.W. I 1 N 1 4 - - - - 2E ?A.5' n nnl ----- ----� c?`-------J I` -`L0 29.93 120,001 120.00 1 145.33 ? 4 47 4 Gg' 251.55 169.00 w 378 47' CRUSADER STREET o - _ _ 252.00' aE S89'18'04"E 630.47' 503.39 5Q OQ 5000 BLPK23 I I -I IF - 9UTIL &JrDRANAGE EM - - 1 ■Z I �U I Mill Q TRACT K I 747,032 S.F. 17.15 ACRES DRAINAGE, LANDSCAPE BUFFER & IRRIGATION EASEMENT I I I I I I ■ 9' UTIL & DRAINAGE ESMT V1ws w w Iw w w w w w w w wIr wI w1 .w w w w wI w� lip w1 �lw wr lw w wr w�1 wl lw w w Ulm MATCHLINE SEE SHEET 9 w Y O �T m DRAWN RR CHECKED JSV DESIGNED FILENAME 0007_plat D`3'f1169 U" �5.150CT r\�4L u�rA� TST, INC. Consulting Engineers 748 Whalers Way, Bldg. D Fort Collins, Colorado 970-226-0557 fax 970-226-0204 JOB N0. 0983.0007.00 SCALE 1" 50' DATE APRIL 2009 SHEET 7 of 10 �-93 2584 f ao N KEYMAP M a W WIN kA 50 0 50 100 scale 1•_w' feet MATCHLINE SEE SHEET 6 o166 am 1! wfe �w�'+wlr 1�1 1110 1�1 N■t e! ■Ie ilwi 1iw1 iwr�� w� �w 1�1 �w wln �1 ■w OOp f WIDE UTILITY ESMT \ T \ 9' UTIL �, L DRAINAGE ESMT p l,9, 9' UTIL & I I I I (DRAINAGE ESM 1I 1 I _ I C159 _ L189'29'01' J - 'I I _ J L 43.23 5U. OQ 5U OU 5U OIT -44- 9� 238.17 S88'34 45 E 22.54 (TIE FROM ESMT TO LOT COR) 3 00 _ S89'29'01"E _ L=84.84 - 279.89 - SYKES DRIV C1 92 4)N 238.61 '�-•�-"^/�'- C1 93 f -1 2.52.54 ••� 4 f r ��• DR INIAGE" �2 'n I� wry( 7 I- 9��/ I �JJ/ f� -- I W7 I 29§ C,9 ESMT LOT 3 20 ROW I O W I I I w� 1 1 1 1 1 I I 9 UTIL & N rn DRAINAGE ESMT ro 9,071 S.F I^. ^ Izz.7o w I w I Li I J ; ,I I P (p' / ^ N (TIE) eo I e e e LOT 4 0 LOT 5 LOT 8 b LOT 7 b LOT 8 0l b pa1 Iat,7 LOT 9 4 11 'US 1 6,040 S.F o m 5,268 S.F. ;•7 5,228 S.F, ;nl ^" 5,892 S.F. v L - - I 5,228 S.F. 5.228 S.F. , N83'12'03"W - -c 04 C369 z o o I°i o1 Ia' ^ 53 ' ROW / 15.46 127.80- - r•Nj NO3'55'10"W I g' UTIL & Z I ZI 26.5' 26.5' 1M m 1 4.90 (TIE) BLOCK {I O SIGHTI�52 92' 1 1 DRAINAGE ESMT ( BLS' `C- A 116 1 1 1 1 DRAINAGE 1 _ Uo LL,®�K U6 I 3N NICE ESMTT) L�--J L__---I L--_-J L_--J L-ESMTo U N nnn SIGHT la NM�i C203 DISTANCE LOT 2 "' C379 35.92 52.54 52.5a 52.54 50.a1 �� U 1^{ ESMT to •B C322 C293 24,;.d5 - 1 0 f. 9,959 S.F. rp + - -ALLEY - _ 20 'ROW = S89'29'0, "E N TRACT Q I I N S70'44'27"E 8.41' (TIE FROM ESMT TO LOT CDR) 244.03 280.49 b 280.49 _ 435,805 S.F. I 53 ROW M cm I N roG C202 C23 28.66 55,13 5513 55.13 50.00 ! 3 10.00 ACRES i 53C395 '1 F-r126.5' 26.5' -- --� r----� r------�25 ^ �S80'09147"� FUTURE PUBLIC PARK 9' UTIL & S8929'01"E - - - UTIL & DRAINAGE ESMT--I m DISTANCE�L®CK 16 DRAINAGE ESMT I pRANAGE ESMT`0 12g 69- - - - 52 t C394 O ctj 1• ESMT I I I I of 1 589'08'35"E I W ^ m 10"I LOT 1 m 1010 LOT 15 Lo �' LOT 14 ' b LOT 13 . Io LOT 12 1� LOT 11 MI LOT 10 a W \ o^ Ia 5.907 s F. n �" I rn a 0 = N �1 5,487 S.F. 5,485 S.F. 5,485 S.F. Im 5,485 S.F. 0 5,891 S.F. 1� \ 20.10' \ I (� o n ,0 9,651 S.F. I� 3 h Im Im '^ 1 O SIGHT DIST. ESMT. 9' UTIL & 0) 25,45' zI Z I v, Z I BEGINS AT LOT��D ESMT GE I om (TIE) I 292b I I DRAINATILE i \ ss c2o�--- NATURAL io3.n idry^ om !�� 50.0o J ss.,s_J L_ J L- 55.13 ss.1��J L_5 _J L� Z s�" BUFFERE I N 459,02' `S\F (SEE PLAT Un -1 \ NOTE 8) v) 164.51 w N 377 5 d 9' UTIL & - � IhIRAIINAGE ESMT III III I J L- J LI J L_ J L- J --"66�0- --"6EOlT - I I S89'29'01 "E 377.99 - - ^ 20' PIPELINE ESMT. TO I ANHEUSER BUSCH INC. 283.49 REC NO 85024145 1 Oh 49.94 >j---- 61.54 61.13 -� 60.70 50.18' C' 1 9' UTIL & 1 � 300.9 XV5 r- //-�r-2°6 3027� DRAINAGE ESMTS I 1 I N 1 3003 w I W I I I a LOT �b LOT ob LOT ob LOT LOT 5 OFIRAINAGE 6,369 S.F, •- 6,103 S.F. r) 6,082 S.F. ;n m a+ 6,061 S.F. o o; o, 6,381 S F�1I ^ 76' R.O.W. 8' UTIL & U0 ZO Z00 I I 1 9' UTIL &((( 38.00' 38. 1 � ESM BLOCK 9 I DRAINAGE SM I 7 - J L--- - L -----J L------J L--- �� I �J 61.13 1 61,13 1 61.13 55.10 �ry -ALLEY - - S69 29'0,"E 293.49 0 20 'ROW - J� N 377.98 293.49 0 y0 55.00 ---J 6105 61.13 61.21 55.10 F----� r----� r-- r w I O ®L�®lvi----�?9 pp CyaK q 11 UTIL-r-1 8 & DRAINAGE ESMT 31 31 LI1 31 0 to I LOT 10 brn LOT 9 0 LOT B o b LOT 7 Ln LOT 8 1< Q 0 z l 6,370 S.F. o 6,054 S.F. o 6.082 S.F. o 0 6,112 S.F. o 6,377 S.F. rp W o 01 �_ I I J DRAINAGE II Li ESMT 3214 W-20 L-----I ¢ w j 0 I OB -- - ---J L----J �----- -1 o J I 50.06 60.64 61.13 61.64 50.00' G�' 283.48 Q I 3 � _ _ _ 2 O I S89'29'01"E 920.00 - - - 377.9T- Ln \ COMET STREET 825.51 COMET STREETzo \ roI n 99�.1860.31 60.31 -1-960�.-31 -�zlI I•r -�2-602.-3/1 - 60.31 60.31 2%60.331 59.71 I 20.00 OI 50.00� l I -+�50-.00-50-%.t0�0.-3500-2.00/-�arCI Ir t-�50-.0T0-50-.00-�wo I I r -�45-.07- C?I � � F zo' WOE LOT 29 9' UTIL & a - BLOC II1� 'o I IIRRIGATIpN ESMT, DRAINAGE ESMT 76 ROW rnm 7.596 S.F. N a m 53 ROW l LOT 4 -9 4 LOT I lLOT 9 LOT 10 LOT 1 ` LOT 12olLOT 1038' 38' 5,997 F. 5,997 S.F. 0 �z hd ,rn S,938 s.F.3 m 4,972 S.Fm4,972 S.F. o4,972 S.F. 0ma,972 S.F. 26.5' 26.5' pm 01 5,997 S.F. IOA • S89'29'".5,997 S.F, 5997 S.F. ,.. Io4,972 S.E� L----------J of m o 5,941 S.F. N 76' R.O.W.0 a+ z 0 0 m -____-_ 0zl I ZI I !n 1 1 Z1 1 z1 1 Z1 1 p1 Iou 38.00' 38.4 0' 181.09' 200' 113.97 6 o I I 1 1 I IS90'00'00"E 210.09' 57.27' 9' UTIL & 6' UTILITY ,on '�' � I 1 I I 6' 1 F... (TIE FROM ESMT 0 DRAINAGE ESMT 6' UTILITY �J TO LOT CDR) I O O ESMT o L -ESMT _ J L - - - - - _ J L_ �189'29'OT"W L - - _ _ J L - - - - - L - - - J L - - - J L - - _ J L - - - J L - - _ J L _ - - O 00 W w m LOT 28 o LNINT29'OT-Ar' W o o O 01 r - fi0.31 - r - &D.31 _ r _ &D.31 _ r _ fiD.3] _ r- - 5D.31 - r _ 59.Z1 _ --1 of m F- -5092 � r �Q 00 r -50.00_ r JO.DO_ r -5Q90_ r -50.00_ r _ J30-41 w ry 7,513 S.F. n 1 I 6' UTILITY I I I 1 °' I I I I 6' UTILITY j N o N S89'29'01"E I I ESMTS I I I I ��®I 1� I I I I I ESMTS ZI L---------7 to W I W I W I W I W I a°) b W I 1 I y I W I I I W I �Ia I W I I- - - _ i13-70 - - - -I LOT 23 =mm, 0) rn o� o� W I Iw °i r� 6,004 S.F. u1 N lw LOT 20 0 �° ua, 9 �p mnl r� 1 p,, ` N I LOT 28 gg LOT 25 gg LOT 24 gg gg LOT 22 gg LOT 21 :'1 NLOT 19 o N LOT 18 0 �° LOT T! n < of 6,004 S.F. Cl 6,004 S.F. .."i 16 6,004 S.F. .."i lm :"T ,� Fi Im 5,945 S.F. ~ f g LOT 180 LOT 10 tin LOT 14 Ico W 00 I O m ° 9' UTIL & o m 6,004 S.F. m °� / 1� N� p b+4,978 S.F, o 4,978 S.F. o b 4,978 S F.."1 h 4,978 S.F. t ( Im 4,978 S.F. ^1 IaM 5,983 S.F. Z LOT 27 I t° I DRAINAGE V Z W I M Z a a 9' UTIL & of of Im Im , 101 TRACT K W I o ESMT Q I0 �I DRAINAGE ZI I ZI I ZI I 1 1 9' UTIL & I o _ 747,03z S.F. I LQL c _ _ - - IZ 4 I I � ' I I 2YM IZ 3002 1 1 •30018 1 1 �� I I 3020 1 1 ° ' ¢' 1 1 30.�2 I I DRAINAGE � I 0 17.15 ACRES r j - - - - - - J L - - _ - J L _ _ - - _ J L _ - - _ _ J L- _ J _ _ - - J L - - - - J L _ - _ _ - J . J L _ _ _ J L - - _ J L _ _ - J L - - _ W `< DRAINAGE, LANDSCAPE BUFFER ~ �' 60.31 60.31 60.31 60. 31 60.31 59. 71 20.00 50.00 I o�."0 50.00 50.00 50.00 50.00 45.75 :' Q r & IRRIGATION EASEMENT 1n 825.51 DRAINAGE, UTILITY, & PEDESTRIAN 1 - & - RELIANT STREET - AccEss EASEMENT S89'29'01"E RELIANT STREET o o - - - - - � I N � 825.51 N I 98.16 _61.57 55.25 55.25 55.25 55.28 59.34 20.00 65.33 50.00 50.00 50.00 50.00 50.00 50.04 F044 rf6'UTILITY 1 r -- 1 r----1 r- ---1 r----1 r---� r---- 1 r---1 1----1 I-----1 r---1 r-1 r6' UTILITY ESMT I 2921 2927 293 ESMT O �/�p 9' UTIL & lam 0 9' UTIL & 9' UTIL & LOT 29 N `�' 1 (DRAINAGE ESMT I1pi I DRAINAGE SMT1 ��®` 1�// 1 JV27 (DRAINAGE ESM �Q�� DRAINAGE ESMT 7,528 S.LO F rn 'M I Aviv W I°�m T/�/]7 w I h 3 LOT 1 P N LOT 2 P Rn LOT 3 P On LOT 4 0' LOT 5 0� LOT 8• I ldL1�� 0 0 0 0 0 0 v' 1 .n 1 1 I a 6,147 S.F. > m 5,497 S.F. o s,497 S.F. 0 5,497 S.F. a 5,501 S.F. 5,905 S.F. o o LOT 7 ^ m LOT 8 m LOT 9 f m LOT l0 ^ LOT 11 N LOT 12 LOT 13 o I S89'29'01"E- -- J O Sh o o P o 4 O ^ n 6,500 S.F r m 4,975 S F. 4,975 S.F.4,975 S F. 4,975 S F. r m 4,975 S.F. r- m n L - -_ o O O O 0 g 1O ^ of o 0 T 0 9' 0 4' o T O rn 6,417 S.F. o z zl zI z z aw O o 0 0 0 0 w I I r---'112.95----� o �= Z 1 1 1 1 1 1 zl 1 11 1 1 1 I- 9' UTIL & /o O DRAINAGE ESMT 6 I 1 v 6, Ln w 0 II II 11 II II II p O O L _ _ _ - L _ _ _ _ J L _ - _ - J L J L - _ _ - J L - _ J O O L _ - - _ J L - _ - J L - - _ J L _ _ - J L - - _ J L - - - O O o 00 m I (p1 LOT 28 o N89'29'01 "W o o LN89'29'Oi "WJ 0 ((�Wj� 7,446 S.F. fo r i r r- r - -1 r - r m m-65.33_ - 50.00_ 50.00_ 50.00_ 50.00_ 50.00_ S4_97 5 N o F --61.98- - 55.25 - _ 55.25 _ 55.25- 55.28 - 59.34 _ a, O1 N I P r -1 r- 1 r- -� F- 1 r- 1 r- 1 r- o n o N I d 6' UTILITY) I I I I I I I I I I I I I I I I 6- UTILITYT N I H. CLOCK19 ■ ZI L-S89.29'01"E--112.69- - J ESMTS I I I I o 4 l0 I I ESMTS I I!----------1 w l w l I I m Ho 0i I I I I 33014 1 I I I I I 1 I �I< LOT 28 LOT 25 a LOT 24 LOT 23 1 LOT 22 ,n I LOT 21 V " LOT 20 `� I wIt to I o b o 0 0 w o LOT 19 LOT 18 LOT 17 w LOT 18 LOT 15 wl LOT 14 1It 53 ROW O o 6,187 S.F, i. 5,497 S.F. b 5,497 S.F. b 5,497 S.F. b 5,501 S.F. b �y 0 1n 1 N ao o . r n n 5,905 S.F. o ia. n 6,500 S, F. Ln 4,975 S.F. b 4,975 S.F. o b 4,975 S.F. 0 0 4,975 S.F, b 4,975 S.F. 0 6,416 S.F. 26.5' 26.5' I LOT 27 o o of 0 0 9' UTIL & o 0 0 of 0 oT o = - ^ 0 n O n O N 38.0076' R.038. 10' o 7' 1 D ESMT TGE $ ? ? I O = o o m 9' UTIL & o a, m of 7,381 S.F. co ^ O pm� o ai m ^_ of a; O 7r DRAINAGE O o o o I i c2� 2 I Ln 29084 I I �S 2 1 1 25t�9 ? z ,t2 I i l ESMT i I A3P20 13026 z l 0,2 I _ - - - -- -- J L - -- J L _ - J L J L- -- - J L - _ _ _ J L _ - - _ J L_ _ - - _ J L - - - J L _ - - J L - - _ J L _ _ - J L - _ - J L ,h 6 97.48 55. 4 20.00 65.33 50.00 50.00 50.00 50,00 50.00 49.91 I Un /� 82 1 DRAINAGE, UTILITY, & PEDESTRIAN 20' PIPELINE - TO O N - CRUSADER STREET - - - ACCESS EASEMENT - 3 - - - - ANHEUSER BU CHTINC. I S89'29'01"E 919.98' CRUSADER STREET REC. NO. 85024145 N n 460.00' 459.98 - - !� 1 ! N 377.00 16 N MATCHLINE SEE SHEET 10 I 7Q1 - �4- � r - 7o_Do _ r �492 r �4 02 r r J?Q�00 r 50_°� r -5Q.o6 ?, 1� L�� - 49.94- �5 5q - ��� 50.00 ° 50.00 50.00 5 . o 9' UTIL 6 G r- 1 r 1 r---1 r---r r----1 r----_� DRAINAGE ESMT I I 9' UTIL & f ' I I I ( I B OCK FBI 1 1� 11 I �O 1 DRAINAGE ESMT( I I I LL IN �511 9' UTIL & I I I I DRAINAGE SHEET '01"E 7 WHITHAM FARMS, LLC, REC. NO. 2001120159 V � J CO) Z W LL TST, INC. Consulting Engineers 748 Whalers Way, Bldg. D Fort Collins, Colorado 970-226-0557 fax 970-226-0204 JOB N0. 0983.0007.00 SCALE 1" 50' DATE APRIL 2009 SHEET 8 of 10 E-93 2564 Q ao 60) KEYMAP r, 50 0 50 100 scole 1"=50' feet TRIPLE H MANAGEMENT I I I LLP, REC. N0. 2001079047 I I I� 100 2 0 W I Z (V I J w I iu C4 EXISTING 60' ROAD R 0 W. (30' EACH SIDE OF SEC. LINE) d O I ~ TRIPLE H MANAGEMENT LLP, I Z REC NO. 2001079047 1 ---------------- JI OT 1 INDUSTRIAL BUSINESS 3 PARK INTERNATIONAL P.'. D.,� BOOK 2128, PAGE 409 a CENTER 1/4 COR 8-7-68 FOUND 2—Y2" ALUM. CAP STAMPED 17497 IN MON. BOX I in I I I40 5O' R.O.W. DEDICATED WITH THIS PLAT I I w I I� a � I 0 I Z III uo I a#o P Oo N— — riI 7 UTIL ESMT ' LU I r I 1 I I I� S89'18'04"E UTIL ESMT " 9' UTIL & 1 I DRAINIAGE N00 56 E DRAINAGE ESMT N00'4156"E 20.00' 1850' ESMT I I. C?SLr20.00'I 29.93 '— 18.�i0'�0—------L15.33' i------� C'i-n2; _`---47 — — - L-- 4---- GrIrLO 251.55 169.00 ' .53 Tn- S89*18'04"E CRUSADER STREET 3 ' UTIL h 378.47' 252.00' d 16 I~ DRAINAGE ESMT 630.47'— e � �n 503,39 I MATCHLINE SEE SHEET 7 68.92 r _`O.QO_ , r 50.0Q_ -1 r- 50.00_ -,-I F- —50_0c r 5Q-02 r 5Q-00 r—SQ,-00 _ g4A7— — — , ✓ ✓� w 1 20' 1 12603 1 1 Cs LL �K 23 9' UTIL a 111 I G' j I 2&U 1 1 26M I 2645 LOT 8 �e 1 1 1 1 ���/� 1 (DRAINAGE ESM 1I I 1 1 1 1 6,419 S.F. 1 n I mod^ IRRIGATION �pyJ 1--ESMT L LOT 3 11 262/ w I I 3 I oI a' G 0 b 4,975 S.F. p o b LOT 7 � I DRAINAGE ESMT < � DRAINAGE ESMT a —15' UTILITY "Y a �+ LOT 2 It cn 26/J� •`r • LOT 4 ,LOT 5 • LOT 8 •`r �n I ESMT LOT 1 rn a a 4,975 S.F. v 4,975 S.F. , ' 4,975 S.F, a M4,975 S.F. --I I 0 a1; p 4.975 s.F. 14,97s s.F. o p 6' UTIL & o o � — — N89-18'04"W— — I N ■ r off I z 1 EASEMENT l ? I 1 ,I '99.50— -- ASEM z ? cn I TEMP. TURN AROUND ESMT TRACT K W "I Lan I I I I I I 1 1 h1 ('i1� W a (THE EASEMENT WILL AUTOMATICALLY TERMINATE UPON W1 ra LOT 9 COMPLETION OF PERMANENT ROAD IMPROVEMENTS 747,032 S.F.J L_---J LL--„J L--- N ✓1 TT — J L — — — _1 L — — — J L — — .J v 4,982 S.F. o N 3 W al THAT EXTEND VEAGER STREET THROUGH THE PROPERTY 17.15 ACRES X rO 1 S$9'18'04'E 0 n ° SOUTH OF THIS SUBDIVISION). DRAINAGE, LANDSCAPE BUFFER v, ' a i h IRRIGATION EASEMENT �' L-------------- ---------- I---N88'50'34'W---i - co �, WW 99.50' o o JX N86'52'51"W 7/ cok------------------------S88'50'34"E 518.16'— __ _ 9' UTILhDRAINAGE ESMT---Io N N 304.30' — — — _ _ w 30.10 S58'07'16"E — — — — — — — — I 1 TRACT J _� 213.86' — I jA p / 25.42 30' SANITARY SEWER EASEMENTICT W 1 o DRAINAGE, UTILITY, LANDSCAPEw 31 w 20 — — — — — V f $88'S2'S1"E (SETO E SURVEY NOEO) SANITATION DISTRICT 51,846 S.F. BUFFER k IRRIGATION :� , 'o n IRRIGATION S88'S0 34 E 203.86' i� N I / — — — — — — — — — — — _ D 119 ACRES .r"In I�;,---' ^— n 198.42-------�\ —I'0- — — — — — — — — — N88950'S1"W — — — — — EASEMENT — a o alo I Q n ESMT 10' IRRIGATION OI i6l ' J '^ o o ESMT I^ m l \ 20' WIDE UTIL. ESMT. 93 51' 533.06 1 z 4 �'1 10 � a N 9.25' �S�5 b4'37" CO. TO EAST WATERADIST.R N88'52'51' W 1 E 041----------------------- 9089 BOOK 1735, PAGE 178 r 26. 6. 1 23751 20' WIDE UTIL. ESMT. N88'S0 31 W 54.72 1 (HATCHED PORTION TO EAST LARIMER \ VACATED WITH THIS PLAT) 1 \��5'Oq'------------ S88_50'31"E ------ — — — — — — CO. WATER DIST., 1 1g0.8��"W 274.12 — BOOK 1735, PAGE 178 \ �_ QUARTER SECTION LINE $) � ` i�i.���G� ,- L 20' WIDE UTIL ESMT. N88 50'31"W 2629.4T 142'TO EAST LARIMER DCO. WATER DIST., %3 BOOK 1735, PAGE 178 \ \ \ \ DRAINAGE E� SMTTO \ \ I TRI TREND, INC. REC. 1 \ f NO. 2002132135 n' NI� 50' WIDE TEMPORARY — — — — CONSTRUCTION ESMT E. H. BARKER, EUGENE H. To TRI TREND, INC. REC, NO. 2002132135 BARKER, BRADLEI BARKER, PAUL BARKER, KENNETH N88050 31 W 214.07 ,5%71 BARKER, AND JANET S 20' WIDE UTIL ESMT. TO CO EAST LARIMER BARKER . 2006 I005483 CO. WATER DIST., BLS' SEE SURVEY NOTE w j OF WAY O/PQOPOSEO INT�RN�t10N A� N�TMfRLY R1/ / Is T m DRAWN RR CHECKED JS V DESIGNED FILENAME 0007_plat O'I,�pO REGIS m ass:,:..... 7 �1 LL TST, INC. Consulting Engineers 748 Whalers Way, Bldg. D Fort Collins, Colorado 970-226-0557 fax 970-226-0204 JOB N0, 0983.0007.00 SCALE 1"-50' DATE APRIL 2009 SHEET 9 of 10 -93 2564