THE UNDERSIGNED, BEING THE OWNERS OF A PARCEL OF LAND ... · land use table sheet 1/3:cover sheet...

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I, CAMERON M. WATSON, A REGISTERED SURVEYOR IN THE STATE OF COLORADO, DOHEREBY CERTIFY THAT THIS PLAT WAS MADE BY ME OR UNDER MY DIRECTSUPERVISION ON THE 25TH DAY OF NOVEMBER, 2016, AND THAT THE ACCOMPANYINGMAP ACCURATELY AND PROPERLY SHOWS SAID SUBDIVISION.

SIGNED THIS _______ DAY OF _______________, 20_____.

CAMERON M. WATSON, PLSCOLORADO LICENSE NUMBER 38311FOR AND ON BEHALF OF POINT CONSULTING, LLC8460 W KEN CARYL RDLITTLETON, CO 80128(720) [email protected]

PURPOSE STATEMENTTHE PURPOSE OF THIS SUBDIVISION REPLAT IS GRANT A WATER EASEMENT.

I HEREBY CERTIFY THAT THIS INSTRUMENT WAS FILED FOR RECORD IN MY OFFICEON THE ______ DAY OF _______________, 20__, AT ________ O'CLOCK __. M.,RECEPTION NO. _____________________.

CLERK AND RECORDERBY______________________________

DEPUTYBY______________________________

SCALE 1"=300'

SURVEYOR'S CERTIFICATE

APPROVED AS TO FORM BY THE CITY ATTORNEY OF THE CITY OF THORNTON,COLORADO, OR DESIGNEE

_______________________________________________________________________________CITY ATTORNEY DATE

APPROVED BY THE DEVELOPMENT DIRECTOR OF THE CITY OF THORNTON, COLORADO,OR DESIGNEE

_______________________________________________________________________________DEVELOPMENT DIRECTOR DATE

STATE OF COLORADO ) )SSCOUNTY OF ADAMS )

RECORDERS CERTIFICATE

CITY OF THORNTON APPROVALS

NET ACREAGE

NUMBER OF LOTS

NUMBER OF TRACTS

NUMBER OF BUILDABLE LOTS (LAND USE TYPE)

NET ACREAGE FOR PUBLIC STREETS

NET ACREAGE FOR PRIVATE USE

NET ACREAGE FOR PUBLIC LAND DEDICATION

LOT/TRACT OWNER MAINTAINED BY

LOT 5-G SPIRIT HOSPITALITY, LLC OWNER OR ASSIGN

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LAND USE TABLE

SHEET 1/3: COVER SHEETSHEET 2/3: NOTES SHEETSHEET 3/3: MAP SHEET

SHEET INDEX

THE GROVE SUBDIVISION FILING NO. 1, AMENDMENT NO. 7A RESUBDIVISION OF LOT 5-E, BLOCK 1,

THE GROVE SUBDIVISION FILING NO. 1, AMENDMENT NO. 5,SITUATED IN THE NORTHEAST ONE-QUARTER (NE1/4) OF SECTION 22,

TOWNSHIP 1 SOUTH, RANGE 68 WEST OF THE 6TH PRINCIPAL MERIDIAN,CITY OF THORNTON, COUNTY OF ADAMS, STATE OF COLORADO

SHEET 1 OF 3

CASE NO. SUBA 2016-XXX

LEGAL DESCRIPTION AND DEDICATIONS:THE UNDERSIGNED, BEING THE OWNERS OF A PARCEL OF LAND SITUATED IN THE NORTHEAST ONE-QUARTER(NE1/4) OF SECTION 22, TOWNSHIP 1 SOUTH, RANGE 68 WEST OF THE SIXTH PRINCIPAL MERIDIAN, CITY OFTHORNTON, COUNTY OF ADAMS, STATE OF COLORADO, BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS:

LOT 5-E, BLOCK 1, THE GROVE SUBDIVISION FILING NO. 1, AMENDMENT NO. 5 AS RECORDED MARCH 09, 2015, AT2015000016322.

CONTAINING 138,617 SQUARE FEET OR 3.18 ACRES, MORE OR LESS,

HAVE LAID OUT, PLATTED, AND SUBDIVIDED THE ABOVE DESCRIBED LAND UNDER THE NAME AND STYLE OF"THE GROVE SUBDIVISION FILING NO. 1, AMENDMENT NO. 7", AND HEREBY GRANT TO THE CITY OFTHORNTON SUCH EASEMENTS AS ARE CREATED HEREBY AND DEPICTED OR, BY NOTE, REFERENCEDHEREON, ALONG WITH THE RIGHT TO CONSTRUCT, MAINTAIN, REPAIR, REPLACE, INSPECT AND OPERATEMAINS, TRANSMISSION, DISTRIBUTION AND SERVICE LINES AND APPURTENANCES OR OTHERIMPROVEMENTS FOR WHICH THE EASEMENTS WERE GRANTED, TOGETHER WITH A RIGHT OF ACCESS, ON,ALONG AND IN ALL OF THE EASEMENTS, EITHER DIRECTLY OR THROUGH THE VARIOUS APPLICABLE SERVICEPROVIDERS AS MAY BE NECESSARY TO ACCOMPLISH THE INTENDED PURPOSES OF THE EASEMENT.UNLESS MORE NARROWLY DEFINED BY NOTE HEREON, "UTILITY" SHALL MEAN SEWER, WATER, DRAINAGE,ELECTRICITY, GAS, TELEPHONE, CABLE AND OTHER TELECOMMUNICATION FACILITIES.

ALL NON-TRIBUTARY AND NOT-NON-TRIBUTARY GROUND WATER IS HEREBY DEDICATED TO THE CITY OFTHORNTON.

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OWNERSHIP CERTIFICATE

IN WITNESS THEREOF, THORNTON DEVELOPMENT, L.L.C. HAS CAUSEDTHESE PRESENTS TO BE EXECUTED THIS _____ DAY OF _________ AD. 20__.

SPIRIT HOSPITALITY, LLC

BY: _______________________________________ BILL ALBRECHT, MANAGER

NOTARY PUBLIC:

THE FOREGOING INSTRUMENT WAS ACKNOWLEDGED BEFORE ME

THIS _____ DAY OF A.D. 20_____

BY MICHAEL STAENBERG AS MANAGER OF THORNTON DEVELOPMENT, L.L.C.

WITNESS MY HAND AND OFFICIAL SEAL.

NOTARY PUBLIC

MY COMMISSION EXPIRES: ____________________________

NOTARY ADDRESS: __________________________________

STATE OF ) )SSCOUNTY OF )

LIEN HOLDER

THE UNDERSIGNED SUBORDINATES ITS INTEREST IN THE REAL PROPERTYPLATTED HEREBY TO THE RIGHTS AND INTERESTS OF THE CITY OF THORNTONFOR SUCH REAL PROPERTY AND ALL INTEREST THEREIN THAT ARE DEDICATEDTO THE CITY OF THORNTON.

IN WITNESS THEREOF, HAS CAUSED THESEPRESENTS TO BE EXECUTED THIS DAY OF A.D. 20___

GUARANTY BANK AND TRUST COMPANY

BY:

NAME:

TITLE:

NOTARY PUBLIC:

THE FOREGOING INSTRUMENT WAS ACKNOWLEDGED BEFORE ME

THIS _____ DAY OF A.D. 20_____

BY AS OF

WITNESS MY HAND AND OFFICIAL SEAL.

NOTARY PUBLIC

MY COMMISSION EXPIRES: ____________________________

NOTARY ADDRESS: __________________________________

STATE OF ) )SSCOUNTY OF )

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Comments by Steven Dynes, City Surveyor January 6, 2017 SUBA 2016-031 Submittal No. 1 Phone 720 977 - 6269 e-mail [email protected]

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need 2 " margin - typical all sheets

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The shaded area includes more land than what is included in the plat amendment

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Spirit Hospitality, LLC per title commitment

MAP LEGEND

ABBREVIATION LEGEND

Curve TableCurve #

C1Length20.00'

Radius882.50'

Delta001°17'56"

CHORD BRGN33°51'48"E

CHORD LENGTH20.00'

EASEMENT TAG LABEL DATA

Line TableLine #

L1L2L3L4L5L6L7L8L9L10L11L12L13L14L15L16L17L18L19L20

Length20.00'31.95'94.30'20.00'102.45'40.21'20.00'53.40'86.70'3.74'

101.24'29.80'87.49'51.16'45.91'249.65'41.88'20.00'21.88'127.02'

DirectionS31°22'39"ES58°17'25"WS13°58'36"WN76°01'22"WN13°58'36"EN58°17'25"EN31°46'18"WN58°13'42"EN13°56'33"EN76°03'27"WN13°56'33"EN05°26'19"EN84°33'41"WN57°14'21"WS57°14'21"ES84°28'53"ES05°26'07"WN84°28'53"WN05°26'07"EN84°28'53"W

Line TableLine #L21L22L23L24L25

Length31.14'102.72'3.74'94.84'61.54'

DirectionS05°26'19"WS13°56'33"WS76°03'27"ES13°56'33"WS58°13'42"W


GENERAL NOTES:

1. THE SUBJECT PROPERTY IS LOCATED WITHIN ZONE X, AS SHOWN ON THE FLOOD INSURANCE RATE MAP (FIRM) FOR ADAMS COUNTY COLORADO MAP NUMBER08001C0303H, COMMUNITY NUMBER 080007 REVISED DATE MARCH 5, 2007 AND AS REVISED BY THE LETTER OF MAP REVISION (LOMR) WITH AN EFFECTIVE DATEOF NOVEMBER 2, 2012.

2. NOTICE: ACCORDING TO COLORADO LAW YOU MUST COMMENCE ANY LEGAL ACTION BASED UPON ANY DEFECT IN THIS SURVEY WITHIN THREE YEARS AFTERYOU FIRST DISCOVER SUCH DEFECT. IN NO EVENT MAY ANY ACTION BASED UPON ANY DEFECT IN THIS SURVEY BE COMMENCED MORE THAN TEN YEARS AFTERTHE DATE OF CERTIFICATION SHOWN HEREON.

3. BEARINGS ARE BASED ON THE WEST LINE OF THE NORTHEAST ONE-QUARTER OF SECTION 22, TOWNSHIP 1 SOUTH, RANGE 68 WEST OF THE 6TH P.M., ASSUMEDTO BEAR SOUTH 00°25'00" EAST BETWEEN A FOUND PK NAIL IN THE E. 144TH AVE. OVERPASS, BEING THE NORTHWEST CORNER OF THE SAID NORTHEASTONE-QUARTER OF SECTION 22, AND A FOUND 3 1

2" ALUM. CAP STAMPED "ALPHA ENGINEERING CO. LS 25937", BEING THE SOUTHWEST CORNER OF THE SAIDNORTHEAST ONE-QUARTER OF SECTION 22, WITH ALL BEARINGS HEREIN BEING RELATIVE THERETO.

4. THIS SURVEY DOES NOT CONSTITUTE A TITLE SEARCH BY POINT CONSULTING, LLC TO DETERMINE OWNERSHIP OR EASEMENTS OF RECORD. FOR ALL TITLEINFORMATION OF RECORD, POINT CONSULTING, LLC RELIED UPON COMMITMENT FOR TITLE INSURANCE NO. CT151097, ISSUED BY NORTH AMERICAN TITLEINSURANCE COMPANY, HAVING AN EFFECTIVE DATE OF NOVEMBER 27, 2016 AT 7:45 A.M.

5. IT IS RECOGNIZED AND ACKNOWLEDGED THAT THE CITY OF THORNTON, COLORADO, IMPOSES REQUIREMENTS FOR PUBLIC LAND DONATION OR CASH-IN-LIEUTHEREOF AS DETERMINED BY THE CITY AND THAT THERE IS ALSO IMPOSED VARIOUS WATER AND SEWER CONNECTION CHARGES, WATER SUPPLY CHARGES,AND CONTRIBUTIONS FOR A PRO RATA SHARE OF THE COST OF MAJOR WATER AND SEWER LINES, EACH OF WHICH MAY AFFECT THIS PROPERTY. ANYONEPURCHASING ANY INTEREST IN ANY PART OF THIS PROPERTY SHOULD INQUIRE OF THE CITY OF THORNTON, COLORADO TO DETERMINE THE SPECIFICOBLIGATIONS.

6. SIGHT VISIBILITY TRIANGLES SHALL BE IMPOSED FROM ALL INTERSECTION LOCATIONS THAT IMPACT LOTS WITHIN THIS SUBDIVISION. THESE TRIANGLES SHALLCONFORM TO THE CITY OF THORNTON DEVELOPMENT CODE, WHICH STATES THAT A PERSON SHALL NOT ERECT,PLACE, OR MAINTAIN A STRUCTURE, BERM,PLANTLIFE, OR ANY OTHER ITEM IF THE ITEM IS BETWEEN 2-1/2 FEET AND EIGHT FEET IN HEIGHT MEASURED FROM THE TOP OF THE ADJACENT STREET CURB. IFTHERE IS NO ADJACENT STREET CURB, THE MEASUREMENT IS TAKEN FROM THE GRADE OF THE PAVED PORTION OF THE STREET ADJACENT TO THE VISIBILITYTRIANGLE.

7. ALL LAND USE APPROVALS AND BUILDING PERMITS FOR THE DEVELOPMENT DESCRIBED HEREIN SHALL BE SUBJECT TO REQUIREMENTS INCLUDING BUT NOTLIMITED TO THE PAYMENT OF IMPACT FEES AND DEVELOPMENT CHARGES, CONCURRENCY MANAGEMENT REQUIREMENTS, MORATORIUMS, BUILDING PERMITLIMITATIONS, DESIGN STANDARDS, AND ANY OTHER LAND USE AND DEVELOPMENT REQUIREMENTS IN EFFECT AT THE TIME THAT SUCH PROPOSEDDEVELOPMENT APPLIES FOR A BUILDING PERMIT.

8. THE FOLLOWING DOCUMENTS ARE MENTIONED IN THE ABOVE REFERENCED TITLE COMMITMENT AND AFFECT THE SUBJECT PROPERTY BUT CANNOT BE SHOWNGRAPHICALLY. THE FOLLOWING LIST CONTAINS THE DATE RECORDED, RECEPTION NUMBER AND/OR BOOK AND PAGE.

DATE BOOK & PAGE/RECEPTION NO. DATE BOOK&PAGE/RECEPTION NO.

9. UNITS OF MEASURE: US SURVEY FOOT.

10. ALL EASEMENTS WITHIN THE BOUNDARY OF THIS SUBDIVISION THAT WERE PREVIOUSLY GRANTED BY THE GROVE SUBDIVISION FILING NO. 1 AND THE GROVESUBDIVISION FILING NO. 1, AMENDMENT NO. 2 AND THE GROVE SUBDIVISION FILING NO. 1, AMENDMENT NO. 5, SHALL REMAIN. GENERAL NOTES SET FORTH INTHE GROVE SUBDIVISION FILING NO. 1, THE GROVE SUBDIVISION FILING NO. 1, AMENDMENT NO. 1 AND THE GROVE SUBDIVISION FILING NO. 1, AMENDMENT NO. 2AND THE GROVE SUBDIVISION FILING NO. 1, AMENDMENT NO. 5, SHALL ALSO REMAIN IN EFFECT FOR THE PURPOSES OF THOSE REMAINING EASEMENTS FORWHICH SAID NOTES CORRESPOND.

11. WATER EASEMENTS ARE HEREBY GRANTED TO THE CITY OF THORNTON, AS SHOWN ON THIS PLAT, FOR THE PURPOSE TO CONSTRUCT, MAINTAIN, REPAIR,REPLACE, INSPECT AND OPERATE MAINS, TRANSMISSION, DISTRIBUTION AND SERVICE LINES AND APPURTENANCES OR OTHER IMPROVEMENTS FOR WHICHTHE EASEMENTS ARE GRANTED, TOGETHER WITH A RIGHT OF ACCESS, ON, ALONG AND IN ALL OF THE EASEMENTS, AS MAY BE NECESSARY TO ACCOMPLISHTHE INTENDED PURPOSES OF THE EASEMENT. THESE EASEMENTS SHALL BE EXCLUSIVE, HOWEVER UTILITIES MAY CROSS THE EXCLUSIVE EASEMENTS ATSUBSTANTIALLY 90 DEGREES.

12. A CROSS LOT ACCESS EASEMENT OVER THE PAVED PORTIONS OF THE DEVELOPMENT EXISTING FROM TIME TO TIME FOR ACCESS PURPOSES IS HEREBYGRANTED TO AND BETWEEN ALL LOTS WITHIN THE SUBDIVISION FOR THE PURPOSE OF INGRESS AND EGRESS OF VEHICLES, INCLUDING EMERGENCYVEHICLES, PEDESTRIANS, BICYCLES AND OTHER MEANS OF ACCESS. THE UNDERLYING PROPERTY OWNER OR ASSIGNS IS RESPONSIBLE FOR THEMAINTENANCE OF THE EASEMENT AREA.

13. A BLANKET DRAINAGE EASEMENT, EXCLUDING BUILDING FOOTPRINTS AND EXCLUSIVE EASEMENTS, IS HEREBY GRANTED TO AND BETWEEN ALL LOTS WITHINTHE SUBDIVISION FOR THE PURPOSES OF CONVEYING SURFACE AND SUBSURFACE STORM WATER, CONSTRUCTION, MAINTENANCE, REPAIR AND ACCESS TOTHE IMPROVEMENTS. THE UNDERLYING PROPERTY OWNER OR ASSIGNS WILL BE RESPONSIBLE FOR MAINTENANCE OF THE EASEMENT AREA.

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NOVEMBER 16, 2012 2012000087317JANUARY 9, 2013 2013000002267JANUARY 9, 2013 2013000002268JULY 23, 2013 2013000063565OCTOBER 31, 2013 2013000094019APRIL 9, 2014 2014000021316APRIL 23, 2014 2014000024495MARCH 9, 2015 2015000016322MARCH 25, 2015 2015000020872NOVEMBER 19, 2015 2015000096978

OCTOBER 4, 1883 BK A24, PG 80 MARCH 8, 1989 BK 3542, PG 347NOV. 29, 1991 BK 3841, PG 428FEBRUARY 7, 1992 BK 3865, PG 98JULY 13, 1993 BK 4109, PG 725JULY 13, 1993 B1157293DECEMBER 7, 1994 C0037513SEPTEMBER 18, 2012 2012000069140SEPTEMBER 18, 2012 2012000069144SEPTEMBER 18, 2012 2012000069145SEPTEMBER 18, 2012 2012000069136OCTOBER 24, 2012 20120000079873NOVEMBER 16, 2012 2012000087039




SHEET 2 OF 3

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EXISTING RECORD EASEMENT LINE

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ADJOINING LOT OR PARCEL LINE

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SUBDIVISION BOUNDARY

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PUBLIC LANDS SURVEY SECTION LINE

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FOUND 24" #5 REBAR WITH 1.5" RED PLASTIC CAP

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STAMPED "POINT LS 38311"

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PUBLIC LANDS SURVEY SECTION CORNER

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NOTE: 1. ALL FOUND AND SET MONUMENTS ARE APPROXIMATELY FLUSH 1. ALL FOUND AND SET MONUMENTS ARE APPROXIMATELY FLUSH WITH EXISTING GROUND. 2. ALL BEARINGS AND DISTANCES WERE MEASURED AND ACCEPTED IN ACCORDANCE WITH THE PRIOR PLAT'S RECORDED BEARINGS AND DISTANCES UNLESS NOTED OTHERWISE.

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R.O.W.

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RIGHT-OF-WAY

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REC. NO.

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RECEPTION NUMBER

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N, S, E, W

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NORTH, SOUTH, EAST, WEST

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COR.

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CORNER

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SEC., T, R

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SECTION, TOWNSHIP, RANGE

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P.O.C.

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POINT OF COMMENCEMENT

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P.O.B.

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POINT OF BEGINNING

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CDOT

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COLORADO DEPARTMENT OF TRANSPORTATION

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TYP.

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TYPICAL

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WATER EASEMENT GRANTED BY THIS PLAT

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I-25 NO ACCESS LINE REC. NO. 20060106000019660

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87.51' N84°28'53"W

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29.68'

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2012000079873

N00

°27'

31"W

264

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'

T1S R68W1/4

S22 S23

2008

FOUND 2.5" ALUMINUM CAPAPPROXIMATELY 6" BELOW SURFACE

IN RANGE BOXACCEPTED AS THE E1/4 COR. SEC. 22,

T1S, R68W

C 1/4SEC. 22T1S R68W

1988

FOUND 3.25" ALUMINUM CAPAPPROXIMATELY FLUSH WITH SURFACE ACCEPTED AS

THE CENTERSEC. 22, T1S, R68W S89°37'16"E 2622.52'

S15 S14T1S R68W

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50' BULL CANAL EASEMENTREC. NO. 2013000031297

14.00' REGIONALTRAIL EASEMENT

REC. NO. 2012000087317

PERMANENT EASEMENTREC. NO. 20060106000019650REC. NO. 2008000006586

I-25 NO ACCESS LINEREC. NO. 20060106000019660

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LOT 5-G,BLOCK 1138,617 SQ. FT.3.182 ACRES

20' EXCLUSIVE WATER EASEMENTREC. NO. 2015000016322



30' EXCLUSIVE WATER& SANITARY EASEMENT

REC. NO. 2015000016322

LOT 4-E, BLOCK 1,THE GROVE SUBDIVISION

FILING NO. 1,AMENDMENT NO. 5

REC. NO. 2015000016322



REC. NO. 2015000016322



REC. NO. 2015000016322

TRACT D-E,THE GROVE SUBDIVISION


REC. NO. 2015000016322

N84°13'38"W 351.26'

N14°

18'3

1"E

632

.30'

R=129.00'Δ=045°41'10"L=102.86'CHB=S08°32'04"ECHL=100.16'

S31°22'39"E 427.11'R=179.00'Δ=014°55'44"L=46.64'CHB=S38°50'31"ECHL=46.51'

R=882.50'Δ=010°18'04"L=158.66'CHB=S37°57'28"WCHL=158.45'

S46°18'23"E33.53'

L6 L1

L2

L3

L4L5

L14

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L9

L8

L7

L25

L24

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L18

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L15 C1

20' EXCLUSIVEWATER EASEMENT

S89°35'00"W 321.18'

20' EXCLUSIVEWATER EASEMENT

282.

63'

57.73'

195.24'

134.14'

NORTH LINE NORTHEAST 1/4 SEC 22, T1S, R68W S89°34'57"E 2620.62'

FOUND "PK" NAIL FLUSH WITH ASPHALT ON144TH AVE. OVERPASS ACCEPTED AS THE

N1/4 COR. SEC. 22, T1S, R68WFOUND 3.25" ALUMINUM CAP

APPROXIMATELY 6" BELOWSURFACE IN RANGE BOX ACCEPTEDAS THE NE COR. SEC. 22, T1S, R68W.


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060SCALE 1" = 60'

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TRACT A, THE GROVESUBDIVISION FILING NO.

1, AMENDMENT NO. 2REC. NO. 2013000094019

IN ITS ENTIRETYA PUBLIC ACCESS EASEMENT

REC. NO 2012000087317




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Tie down the C1 course to the property line

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Need to adjust easement lines to have a minimum width of 20.00'

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The construction drawings are depicting a fire hydrant that is outside the easement that is be granted by this plat

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Please confirm easement locations as they appear to be drawn differently than the construction drawings

5

SUBDIVISION PLAT PREPARATION GUIDE Preparation: The Subdivision Plat document shall be prepared by a Registered Land Surveyor licensed to practice in the State of Colorado. Format: All Subdivision Plats shall comply with the following format requirements: A.) Sheet size. Each sheet shall be 18 inches by 24 inches. Multiple sheets may be used to show all

the required information. A key map shall be provided. B.) Orientation. North shall be oriented toward the top of each sheet of the Subdivision Plat

whenever possible. All plats shall be landscape format. C.) Margins. There shall be a two inch (2”) left margin, a one inch (1”) top margin, and a one-half inch

(.5”) bottom and right margin. D.) Lettering. All lettering shall be done by mechanical means in a San Serif style, all capitalized and

shall be a minimum size of one-tenth of an inch (1/10”), 10 point or equivalent. E.) Labeling. There shall be a systematic, consecutive, numerical identification system for all lots and

blocks within the subdivision. Stand-alone letters may be used only to identify non-buildable tracts (e.g., Tract ‘A’). Lots and tracts amended via a plat amendment should be clearly identified as such (e.g., Lot 1 revised to Lot 1A, Tract A revised to Tract A-1). Areas that are not a part of the subdivision shall to be labeled as “Not a part”.

Required Information: The following information shall be shown on the Subdivision Plat: 1. Cover Sheet A.) Subdivision Name. The name of the subdivision shall be prominently displayed at the top of each

sheet in plain letters with a minimum size of one-half inch (1/2”). The subdivision name is subject to change prior to recordation should it be found to be a duplicate or similar name to an existing subdivision name. If the land has been previously subdivided, the original subdivision name shall be used, identifying the new subdivision as an amendment. If the plat is a compilation of existing subdivisions with different names, a new and unique name shall be utilized. Any re-subdivision of already platted property shall be so noted (i.e. Thornton Justice Center to Thornton Justice Center Amendment No.1.)

B.) Purpose Statement. A brief but descriptive explanation of all purposes for the Subdivision Plat

shall be displayed in the upper left-hand corner of the plat cover sheet. C.) Legal Description. Metes and bounds description shall be used for subdivisions with the

exception of previously platted lots where the lot and block may be utilized. The following wording shall also be incorporated:

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FDCLOCATION

±46 L.F.

±240 L.F.

±141 L.F.

±101 L.F.

±92 L.F.

±104 L.F.

±119 L.F.

N: 1773213.92E: 3144012.99

N: 1773213.86E: 3144019.03

N: 1773213.35E: 3144014.51

N: 1773204.34E: 3144113.66

N: 1773227.25E: 3143872.67

N: 1773248.81E: 3143874.71

N: 1773232.63E: 3143873.18

N: 1773459.79E: 3144102.27

N: 1773464.40E: 3144099.42

N: 1773466.35E: 3144092.34

N: 1773470.63E: 3144109.49

±24 L.F.

N: 1773492.24E: 3144088.11

N: 1773500.67E: 3144082.71

N: 1773156.86E: 3144187.45

N: 1773158.23E: 3144194.05

N: 1773154.31E: 3144191.41

N: 1773446.65E: 3144070.77

N: 1773448.17E: 3144109.47

N: 1773653.74E: 3143996.36

N: 1773635.80E: 3143967.31

N: 1773550.04E: 3143945.96

N: 1773550.60E: 3143943.69

N: 1773551.97E: 3143938.20

N: 1773461.77E: 3144095.18

STM BP:72.32WTR TP:70.82

WTR BP: 76.87SAN TP: 72.11

WTR BP: 76.63SAN TP: 71.08

±88 L.F.

±34 L.F.

EXISTINGBULL CANAL

CULVERT

20' WATER EASEMENT

20' PROPOSEDWATER EASEMENT

30' UTILITY EASEMENT

PATIOAREA

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INNFFE=5184.00

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MURPHY'SOIL &GAS

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50' EXISTING BULLCANAL EASEMENT

REC. NO. 2013000031297

20.00' EXISTINGPERMANENT EASEMENT

REC. NO. 20060106000019650REC. NO. 2008000006586

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PROPOSED WATER SERVICE

PROPOSED SANITARY SEWER

PROPOSED STORM SEWER INLET

PROPOSED STORM SEWER MANHOLE

GENERAL NOTES1. REFERENCE SHEETS C0.10 AND C0.11 FOR STANDARD NOTES.

2. REFERENCE SHEET C0.00 FOR BENCHMARK AND BASIS OFBEARING.

LEGEND

EXISTING CURB AND GUTTER

PROPOSED CATCH CURB AND GUTTER

PROPERTY LINE

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CONSTRUCTION NOTES

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CAUTION, CROSSING UTILITIES. CONTRACTOR TO VERIFY HORIZONTAL AND VERTICAL LOCATIONS PRIOR TOCOMMENCING CONSTRUCTION. MAINTAIN MINIMUM VERTICAL SEPARATION OF 18" AT CROSSINGS.

INSTALL 3.0" TYPE K COPPER WATER LINE.

INSTALL 3.0" DOMESTIC WATER SERVICE, METER AND VAULT, N:1773741.30, E:3144834.57.RE: COT STANDARD DETAIL 200-18A & 200-18B, SEE SHEET C6.90.

INSTALL REDUCER 3.0" TO 3.5", 5' AFTER THE METER.

INSTALL 3.5" D.I.P. WATER LINE TO WITHIN 5' OF BUILDING. SEE PLUMBING PLANS FORCONTINUATION.

CONNECT TO EXISTING 8" WATER STUB.

INSTALL 8" PVC WATER LINE.RE: COT STANDARD DETAILS 200-5 & 200-15 SHEET C6.90.

INSTALL 8" PVC 45 ° ELBOW.RE: COT STANDARD DETAIL 200-11 SHEET C6.90.

INSTALL 8" PVC 90 ° ELBOW.RE: COT STANDARD DETAIL 200-11 SHEET C6.90.

INSTALL 8" X 8" TEE.RE: COT STANDARD DETAIL 200-11 SHEET C6.90.

INSTALL 8" X 6" REDUCER.

INSTALL 8" GATE VALVE.RE: COT STANDARD DETAILS 200-6A & 200-6B SHEET C6.90.

INSTALL FIRE HYDRANT.RE: COT STANDARD DETAIL 200-10 SHEET C6.90.

INSTALL 6" D.I.P. FIRE LINE. TO WITHIN 5' OF BUILDING. SEE BUILDING PLANS FOR CONTINUATION

INSTALL 8" X 6" TEE.

INSTALL 6" GATE VALVE.RE: COT STANDARD DETAILS 200-6A & 200-6B SHEET C6.90.

INSTALL WATERLINE LOWERING.RE:COT STANDARD DETAILS 200-3A & 200-3B, SHEET C6.91.

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confirm FH is located within the easement since the plat has the easement line located slightly to the east

THE UNDERSIGNED, BEING THE OWNERS OF A PARCEL OF LAND ... · land use table sheet 1/3:cover sheet...

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Transcript of THE UNDERSIGNED, BEING THE OWNERS OF A PARCEL OF LAND ... · land use table sheet 1/3:cover sheet...