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HomeMy WebLinkAbout06_EX.01_EXISTING_CONDITIONS_PLAN_03122021 LEGEND y/NORLOT IA SOB j$4A C COS 157A 30'ROAD EASEMENT TRA ANNEXATION T 2 y1NOR SUB. 1$4 SHOWN ON COS 157A NORTNEA(J-20) 30 R/NE ANNEX W AS OWN ON EXISTING DESCRIPTION FD YPC "15273 S" 1 W cIZ f ! ` _ d — ------ o BARRIER POST � \ BUILDING � —a _, -------- -- ----- ------- '�-_ SECTION LINE N89'34'58"E 636.43'[637.58' FM 1, PAGE 1256 PLAT - — i CONCRETE . �y� GRIFFIN _ __ _ - ---�589'34'S8 W 900.89' . - �a0 .\ N89'34'58"E 926.83' J�r1 —— DRIVE - - _- _ ----- Ed _ - E ___-_-_ _________3415_________ CONTOUR \ryaa TO NW CDR. SEC. 6— __ __��c'_ -_—__—__ __—_EW_ __ `^'_ — — Eu— —EV'_% —E--a�pp—� S00'49'43"W FD REFERENCE SEC. 6 FD 2 1/4"ACAP - _ I 45.01 MONUMENTS PER CDR. ILLEGIBLE PER CDR. REC. �4 _ GQ CONTROL POINT WITH NUMBER BOOK 3, PAGE 395 - O REC. BOOK 3, PAGE 391 Z DITCH \ N69'34'S8"W 601.43' / Cy,Jy S3T30'26"E� V/L P2 �1 N' • LU 56.41' _ POWER POLE&GUY ANCHOR / •� CULVERT FL ELEV -- I —-- -- --— EDGE OF ASPHALT \ -\� EASEMENT PER FM 68, PAGE 335 4 CULVERT DIRECTION READ j NO EASEMENT FOUND FOR CULVERT FLOWS IS O ELECTRICAL BOX \ 'q� EAST-WEST TRANSMISSION LINES / g120 UNKNOWN ,�I 45' GRIFFIN DRIVE SEE (`/` © ELECTRICAL BOX FLUSH \ SURVEYORS NOTE / / I \ GATE / ® ELECTRICAL MANHOLE \\ / -- ®O / eR KEN"YPC AS WILY 0.18'WITNESS CORNER FULI _ S ELECTRIC METER / E ELECTRIC - OVERHEAD \\ / 5.0 DIAM MANHOLE RISERS.ABOVE 0 O FENCE - CHAIN LINK \ ® ® / ® GROUND LU ❑ ❑ FENCE - CORRUGATED METAL 8 FIRE HYDRANT ED \ / G GAS \ 0 GAS METER GUY WIRE +Q .tic �' TRACOS IZ1 HEDGE \ / SURVEYED TREES rn - \ >3' DIAMETER \ F4] �- 9 MAILBOX \\ PLOWED DRIVE / \\\ _� UUU/// �J ® MONITOR WELL - a UTILITY POLE PLOWED DRIVE ID COMMUNICATIONS RISER \\ / u TEL COMMUNICATIONS - OVERHEAD U E ELECTRIC TRANSMISSION5.24 ACRES PER \ DOC. 237 8879 10 \ / I FM 67. PAGE 209 SURVEYED POINT IS ON ASPHALT W \ ' / o o ——T —— COMMUNICATIONS - UNDERGROUND \ \\ ^ ,c- ?� �— F ASPHALT WITH EDSUBSTANTIAL W COVERED AMOUNT AS A I. TEST PIT \\ I W SNOW&WAS NOT SURVEYED) TREE - CONIFEROUS® \\ II DRAWN BY: BST GATETREE - DECIDUOUS \ a DESIGNED BY: QUALITY CHECK: ——— EW ——— WATERLINE J�� \ \ DATE: 3/12/2018 2 ® GATE JOB NO. 818-008 (� WATER VALVE Jo. f 110 \\� ,20 � - � N FIELDBOOK 187/46 i EASEMENT LINE F \\s`9 �y` ® i O 4 rig PROPERTY LINE .? A\ 8 / - m •"' ANA RAZE LINK s� \ \ e _. a m • PROPERTY PIN 0 40' 80 120 MOT1T ACAP ALUMINUM CAP \\\ S C A L E y STORAGE LEAN TO o X YPC YELLOW PLASTIC CAP '— rE MAIN 11lnCK \\ _, RB REBAR �Q FD 5/8"RB BROKE YPC Z > FD FOUND 9�F \\ - WHILE DIGGING Z Z [100.00.] PLATTED OR RECORD DIMENSION s \\ �� "12251 S" MONUMENT CAP INFORMATION 'O� W O FM 11, PAGE 21 DOCUMENT FILM, PAGE "� ® Z U SURVEYOR CERTIFICATE '" >> ` W Z I, Steven C. Anderson, do hereby certify that this survey "� \\ ♦Q is based field work performed by me or under my direct \\.e ® LL supervision on February 1 & 9. 2018, and that the p N T \\ O J information shown hereon is true and correct to the \\ 00 Q best of my knowledge. \ \ M 0 Dated this 1 Ldoy of z0 S TE r 8 \\\\ U VE h C, ` 1 AfVDERSON � � ~ CL Steven C. Anderson, PLS y rj \\\\ �— 7 L Q Ur LLI Montana License No. 12251 LS nt 2 2 5 IL S \ \ — Z Z Z t0 CONTROL TABLE P 'r Q \\ CORRUGATED METAL 1� U. W Point NorthingEastin Elevation Descri tion G/ST��E Q� 1 / W O1 N 511 514199978 602009.210 4723.98 c /s ike ® `' 0 512 51397B.688 602293.689 4722.34 c /s Ike S U R v� \ 513 513714.951 602306,890 4724.96 c /nail \ O CO n t0 507 514125.928 602589.772 0.000 in/5/8 rb \ ? N M U 508 513456.4133 602580.091 0,00 in/axle \ �e N W \ ® 509 513457.859 602497.611 0.00 d CORRUGATED METAL n/2 o a w/s ike FENCE,TYP. \ (3 (n 51 514217.059 601914.905 0,00 in/ c 15273s \\ 0 NOTES SURVEYORS NOTE \\ LL, Z 1. There are discrepancies in the strip along Griffin Drive. The legal description of the \ O Z 1. A SIGNED & SEALED COPY OF THIS SURVEY IS AVAILABLE TO THE CLIENT UPON deed recorded in Document 2378879 and in the Title Commitment No. M-22558 both call REQUEST. Ll out Tract 38 of the Northeast Annexation and follow with a metes and bounds description. �'qjz5 W 2. THE LOCATIONS OF UNDERGROUND UTILITIES ARE SHOWN BASED ON MARKS The Northeast Annexation (Plat J-20) does not appear to have created any tracts. It PLACED BY ONE-CALL UTILITY LOCATORS IN RESPONSE TO THE FOLLOWING shows a 30' strip along Griffin Drive adjacent to the subject property and a 45' wide \ Q UTILITY LOCATE TICKET NUMBER:18004938 strip east of Tract 38. The survey recorded in Film i, Page 1266 shows the same \ U information. The County.Roodbooks show that Griffin Drive in this area is a road by use \ 0 0.3. THE ELEVATIONS SHOWN ARE ON THE NORTH AMERICAN VERTICAL DATUM (a prescriptive easement having no width). ti \ OF 1988 BASED ON THE MTSU CORS STATION WITH AN ELEVATION OF 4942.21. 'Ica \ \ The deed describes a larger tract, then excepts an easterly parcel and finishes the \`ti°a '[84.34' FM 1. PAGE 1266 PVT] ~ 4. BEARING BASIS: MTSU BEARING BASIS: WGS 84 AS DETERMINED BY SURVEY description by excepting the north 45 feet "which has been dedicated for roadway FD 2'O.D. PIPE \ [82.53' COS 1211] FD 2 3/a AXLE LLI GRADE GPS RECEIVERS WITH THE CENTRAL MERIDIAN RUNNING THROUGH LAT. purposes'. No document dedicating roadway was found. The 45' exception may have W/SPIKE IN CENTER \ N89"2'38"W 62.49' 45'39'40.38" N, LONG. 111'02'42.01" W. been intended to only be part of the description of the excepted parcel. If that is the TRA 40-A case, the north line of the subject property would be the section line. COS 121 5. SURVEY WAS PERFORMED WITH 1' TO 3' OF SNOW COVERING THE ENTIRE PROPERTY MANY GROUND FEATURES WERE NOT VISIBLE AT TIME OF THE FIELD WORK. 18008T1.ow< SHEET 1 OF 1