HomeMy WebLinkAboutVERIZON FTC RIVERSIDE WIRELESS FACILITY RELOCATION - FDP220012 - SUBMITTAL DOCUMENTS - ROUND 2 - SUBDIVISION PLAT68 W.
7 N.
18
RANGE:
SECTION:
TWNSHP:DATENO.REVISIONBYI, RYAN L. FIDLER, A DULY REGISTERED LAND SURVEYOR IN THE STATE OF COLORADO,
DO HEREBY CERTIFY THAT THIS PLAT OF RIVERSIDE RELO TRULY AND CORRECTLY
REPRESENTS THE RESULTS OF A SURVEY MADE BY ME OR UNDER MY DIRECT
SUPERVISION.
BY:_________________________________________
RYAN L. FIDLER
REGISTERED LAND SURVEYOR # 38207STATE OF COLORADO )
SS.
COUNTY OF LARIMER )
THE FOREGOING INSTRUMENT WAS ACKNOWLEDGED BEFORE ME BY
__________________________ AS _________________ OF
______________________________,THIS ____________ DAY OF _____________________,
20___
MY COMMISSION EXPIRES ______________________________
WITNESS MY HAND AND OFFICIAL SEAL.
__________________________________
NOTARY PUBLIC
BY THE DIRECTOR OF COMMUNITY DEVELOPMENT AND NEIGHBORHOOD SERVICES IN
THE CITY OF FORT COLLINS, COLORADO THIS ___________ DAY OF _________________,
A.D., 20_______
___________________________________________________________________
DIRECTOR OF PLANNING
___________________________________________________________________
CITY CLERK
1.COMMONWEALTH LAND TITLE INSURANCE COMPANY TITLE REPORT NO:
H0631938-043-DF2-DMT, DATED JANUARY 26, 2021 WAS RELIED UPON FOR
RECORD DATA REGARDING RIGHTS-OF-WAY, EASEMENTS AND
ENCUMBRANCES IN THE PREPARATION OF THIS PLAT.
2.ACCORDING TO COLORADO LAW, YOU MUST COMMENCE ANY LEGAL ACTION
BASED ON 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 THE CERTIFICATION SHOWN HEREON.
3.PROPERTY ADDRESS:
1500 RIVERSIDE AVENUE -- CELL FACILITY
FORT COLLINS, CO 80524
4.THE TOTAL ACREAGE IS 55,813 SQUARE FEET OR 1.281 ACRES
5.THE PROPERTY IS ZONED I: INDUSTRIAL DISTRICT
6.ACCORDING TO FEMA FLOOD MAP 08069C0983H, DATED 05/02/2012, THE
PROPERTY IS IN ZONE X, AREAS DETERMINED TO BE OUTSIDE THE 0.2%
ANNUAL CHANCE FLOODPLAINS.
7.ALL NOTES AND CERTIFICATIONS CONTAINED ON THE PLAT OF THE RIVERSIDE
SUBDIVISION, SEVENTH FILING, RECORDED IN BOOK 1699, PAGE 8, ARE
APPLICABLE UNLESS SUPERSEDED HEREON.
BIG D PROPERTIES, LLP
1500 RIVERSIDE AVENUE
FORT COLLINS, CO 80524
RLF CONSULTING, LLC
CHANDLER, ARIZONA 85224
PHONE: (480) 445-9189
FAX: (480) 445-9185
CONTACT: RYAN L. FIDLER, R.L.S.
IN CONSIDERATION OF THE APPROVAL IF THIS FINAL PLAT AND OTHER VALUABLE
CONSIDERATION,THE OWNER DOES HEREBY AGREE TO HOLD THE CITY HARMLESS FOR
A FIVE (5) YEAR PERIOD, COMMENCING UPON THE DATE OF COMPLETION AND FIRST
ACCEPTANCE BY THE CITY OF THE IMPROVEMENTS TO BE CONSTRUCTED IN
CONNECTION WITH THE DEVELOPMENT WHICH IS THE SUBJECT OF THIS PLAT,FROM
ANY AND ALL CLAIMS, DAMAGES, OR DEMANDS ARISING ON ACCOUNT OF THE DESIGN
AND CONSTRUCTION OF PUBLIC IMPROVEMENTS OF THE PROPERTY SHOWN HEREIN;
AND THE OWNER FURTHERMORE COMMITS TO MAKE NECESSARY REPAIRS TO SAID
PUBLIC IMPROVEMENTS, TO INCLUDE, WITHOUT LIMITATION, THE ROADS, STREETS,
FILLS, EMBANKMENTS, DITCHES, CROSS PANS,SUB-DRAINS, CULVERTS, WALLS AND
BRIDGES WITHIN THE RIGHT-OF-WAY, EASEMENTS AND OTHER PUBLIC PROPERTIES,
RESULTNG 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.
FURTHER, THE OWNER WARRANTS THAT HE/SHE OWNS FEE SIMPLE TITLE TO THE
PROPERTY SHOWN HEREON AND AGREES THAT THE CITY SHALL NOT BE LIABLE TO THE
OWNER OR HIS/HER SUCCESSORS IN INTEREST DURING THE WARRANTY PERIOD, FOR
ANY CLAIM OF DAMAGES RESULTING FROM NEGLIGENCE IN EXERCISING ENGINEERING
TECHNIQUES AND DUE CAUTION IN THE CONSTRUCTION OF CROSS DRAINS, DRIVES,
STRUCTURES OR BUILDINGS, THE CHANGING COURSE OF STREAMS AND RIVERS,
FLOODING FROM NATURAL CREEKS AND RIVERS, AND ANY 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.
BEARINGS BASED ON THE EAST LINE OF LOT 23, ACCORDING TO THE PLAT OF THE
RIVERSIDE SUBDIVISION, SEVENTH FILING, LOCATED IN A PORTION OF SECTION 18,
TOWNSHIP 7 NORTH, RANGE 68 WEST, OF THE 6TH PRINCIPAL MERIDIAN AS
SOUTH 28° 08' 10" WEST, BEING A GRID BEARING OF THE COLORADO STATE PLANE
COORDINATE SYSTEM, NORTH ZONE, NORTH AMERICAN DATUM 1983/2011, BETWEEN
FOUND MONUMENTS SHOWN HEREON.
(R)PLAT OF THE RIVERSIDE SUBDIVISION, SEVENTH FILING, RECORDED IN BOOK 1699,
PAGE 8, LARIMER COUNTY RECORDER'S OFFICE
(R1)UTILITY EASEMENT RECORDED AT RECEPTION NO. 20050055576, L.C.R.
KNOW ALL MEN BY THESE PRESENTS, THAT ____________________, BEING THE
OWNER(S) OF THAT PART OF THE SOUTHEAST QUARTER OF SECTION 18, TOWNSHIP 7
NORTH, RANGE 68 WEST, LARIMER COUNTY, COLORADO, BEING MORE PARTICULARLY
DESCRIBED AS FOLLOWS,TO WIT:
A PARCEL OF LAND BEING LOTS 23, 24, 25, 26, 27, 28, 29, 30 AND 31, RIVERSIDE
SUBDIVISION, SEVENTH FILING RECORDED IN BOOK 1699, PAGE 8, COUNTY OF LARIMER
RECORDS, LOCATED IN THE SOUTHEAST QUARTER OF SECTION EIGHTEEN (18),
TOWNSHIP SEVEN NORTH (T.7N), RANGE SIXTY-EIGHT WEST (R.68W) OF THE SIXTH
PRINCIPAL MERIDIAN (6TH P.M.), CITY OF FORT COLLINS, COUNTY OF LARIMER, STATE
OF COLORADO AND BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS:
BEGINNING AT THE SOUTHEAST CORNER OF LOT 23, BEING A FOUND 5/8" REBAR, FROM
WHICH THE NORTHEAST CORNER OF LOT 23, BEING A FOUND 5/8" REBAR WITH YELLOW
PLASTIC CAP R.L.S. #14823 BEARS NORTH 28° 08' 10" EAST BEING A GRID BEARING OF
THE COLORADO STATE PLANE COORDINATE SYSTEM, NORTH ZONE, NORTH AMERICAN
DATUM 1983/2011, A DISTANCE OF 192.92 FEET WITH ALL OTHER BEARING CONTAINED
RELATIVE THERETO;
THENCE ALONG THE NORTH RIGHT-OF-WAY LINE OF RIVERSIDE AVENUE AS SHOWN IN
THE PLAT OF RIVERSIDE SUBDIVISION, SEVENTH FILING, RECORDED IN BOOK 1699,
PAGE 8, COUNTY OF LARIMER RECORDS, NORTH 63°31'20" WEST, A DISTANCE OF 225.02
FEET TO THE BEGINNING OF A TANGENT CURVE (TO THE RIGHT) HAVING A RADIUS OF
563.25 FEET, FROM WHICH THE CENTER BEARS NORTH 26°26'00" EAST;
THENCE CONTINUING ALONG SAID RIGHT-OF-WAY LINE, NORTHWESTERLY, ALONG SAID
CURVE, THROUGH A CENTRAL ANGLE OF 05°44'21", AN ARC LENGTH OF 56.42 FEET;
THENCE DEPARTING SAID LINE, ALONG THE WEST LINE OF LOT 31, RIVERSIDE
SUBDIVISION, SEVENTH FILING, NORTH 28°08'10" EAST, A DISTANCE OF 201.65 FEET TO A
POINT MARKING THE NORTHWEST CORNER OF LOT 31;
THENCE ALONG THE NORTH BOUNDARY LINE OF RIVERSIDE SUBDIVISION, SEVENTH
FILING, SOUTH 61°10'10" EAST, A DISTANCE OF 281.32 FEET TO A FOUND 5/8" REBAR
WITH YELLOW PLASTIC CAP, R.L.S. #14823;
THENCE SOUTH 28°08'10" WEST, A DISTANCE OF 192.92 FEET, TO THE POINT OF
BEGINNING.
CONTAINING 55,813 SQUARE FEET OR 1.281 ACRES, MORE OR LESS.
HAVE BY THESE PRESENTS CAUSED THE SAME TO BE SURVEYED AND SUBDIVIDED INTO
LOTS (AND BLOCKS AS APPROPRIATE) TO BE KNOWN AS THE PLAT OF RIVERSIDE RELO,
AND DO HEREBY DEDICATE AND CONVEY TO AND FOR PUBLIC USE FOREVER
HEREAFTER THE STREETS AS ARE LAID OUT AND DESIGNATED ON THIS PLAT, AND DO
ALSO RESERVE PERPETUAL EASEMENTS FOR THE INSTALLATION AND MAINTENANCE
OF UTILITIES AND FOR IRRIGATION AND DRAINAGE FACILITIES AS ARE LAID OUT AND
DESIGNATED ON THIS PLAT, WITNESS OUR HANDS AND SEALS THIS_______DAY
OF____________, 20___.
____________________________________
OWNER
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HAYS STMONTGOMERY STBY THE CITY ENGINEER OF THE CITY OF FORT COLLINS, COLORADO THIS
_______________ DAY OF ______________________, A.D., 20_________
___________________________________
CITY ENGINEER
I HEREBY CERTIFY THAT THIS SUBDIVISION PLAT HAS BEEN EXECUTED AS REQUIRED
PURSUANT TO SECTION 2.2.3(C)(3)(a) THROUGH (e) INCLUSIVE OF THE LAND USE CODE
OF THE CITY OF FORT COLLINS 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 THROUGH REASONABLE INQUIRY AND IS LIMITED AS
AUTHORIZED BY SECTION 2.2.3(C)(3)(f) OF THE LAND USE CODE.
ATTORNEY:______________________________
ADDRESS: ________________________________
________________________________
REGISTRATION NO.:______________________COLO R A DO LICE
N
SEDPROFESSI
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NAL LA N D S U RVEYORRYA N L. FID
L
ER38207
THE OWNER HEREBY WARRANTS AND GUARANTEES TO THE CITY, 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 TO BE CONSTRUCTED IN
CONNECTION WITH THE DEVELOPMENT WHICH IS THE SUBJECT OF THIS PLAT. THIS
WARRANTY AND GUARANTEE IS MADE IN ACCORDANCE WITH THE CITY LAND USE CODE
AND/OR THE TRADITIONAL 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, NIKE PATHS,
DRAINAGE PIPES, CULVERTS, CATCH BASINS, DRAINAGE DITCHES AND LANDSCAPING.
ANY MAINTENANCE AND/OR REPAIR REQUIRED ON UTILITIES SHALL BE COORDINATED
WITH THE CITY, OWNER WILL NOT INSTALL ON THE EASEMENTS, OR PERMIT THE
INSTALLATION ON THE EASEMENTS, OF ANY BUILDING, STRUCTURE, IMPROVEMENT,
FENCE, RETAINING WD, SIDEWALK, TREE OR OTHER LANDSCAPING (OTHER THAN USUAL
AND CUSTOMARY GRASSES AND OTHER GROUND COVER). IN THE EVENT SUCH
OBSTACLES ARE INSTALLED IN THE EASEMENTS, THE CITY HAS THE RIGHT TO REQUIRE
THE OWNER TO REMOVE SUCH OBSTACLES, THE CITY MAY REMOVE SUCH OBSTACLES
WITHOUT ANY LIABILITY OR OBLIGATION FOR REPAIR AND REPLACEMENT THEREOF,
AND CHARGE THE OWNER THE CITY'S COSTS FOR SUCH REMOVAL. IF THE CITY
CHOOSES NOT TO REMOVE THE OBSTACLES, THE CITY WILL NOT BE LIABLE FOR ANY
DAMAGES TO THE OBSTACLES OR ANY OTHER PROPERTY TO WHICH THEY ARE
ATTACHED.
THE OWNER 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
OWNER 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 OWNER
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 OWNER. 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
OWNER.
ALL RESPONSIBILITIES AND COSTS OF OPERATIONS, 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.
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6' UTILITY EASEMENT PERBOOK 1699, PAGE 08, L.C.R.50' R.O.WFOUND REBAR
YPC 14823
15' UTILITY EASEMENT PERRECEPTION NO.20050055576, L.C.R.30' UTILITY AND DRAINAGE EASEMENTPER BOOK 1699, PAGE 08, L.C.R.L=56.43, R=563.25
CHORD=S60° 39' 07"e56.41
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15010475
JOB NO.:
SCALE
1" = 20'
SHEET
OF
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DRAWN BY:
CHECKED BY:
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PROJECT AREARI
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HAYS STMONTGOMERY ST68 W.
7 N.
18
RANGE:
SECTION:
TWNSHP:DATENO.REVISIONBYSOUTH 1/4 CORNER
SECTION 18, T7N, R68W
FOUND ALUMINUM CAP
IN RANGE BOX
BOUNDARY LINE
FOUND AS NOTED
EASEMENT LINE
ADJACENT BOUNDARY LINE
SET #4 REBAR WITH PLASTIC CAP, LS 38207
TIE LINE
FOUND ALUMINUM CAP IN RANGE BOX
LEASE LINE
LINE TABLE
LINE
L1
L2
L3
L4
L5
L6
L7
L8
L9
L10
BEARING
S31° 54' 53"W
S27° 42' 26"W
N62° 17' 34"W
S27° 42' 26"W
S62° 17' 34"E
N27° 42' 26"E
N62° 17' 34"W
N27° 42' 26"E
N31° 54' 53"E
N63° 31' 20"W
LENGTH
33.77
117.53
14.94
19.92
69.72
19.92
14.94
116.80
34.93
20.01
CURVE TABLE
CURVE
C1
C2
LENGTH
15.65
15.65
RADIUS
9.96
9.96
DELTA
90°00'00"
90°00'00"
CHORD BRG.
S72° 42' 26"W
N17° 17' 34"W
CHORD LENGTH
14.09
14.09