HomeMy WebLinkAboutBAXTER MEADOWS PH 2A-J-383_1 (2) LEGEND
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.0 FOUND 1/4 CORNER FINAL PLAT OF
0 FOUND SECTION CORNER BARTER MEADOWS PHASE //A �"
• FOUND 5/8" REBAR WITH IN ALUMINUM CAP d d m
MARKED ALLIED ENGINEERING 13174LU INU OR AS NOTED - ('��7
C) SET 5/8" X 24" REBAR WITH 2" ALUMINUM CAP j`�J(J v>'v�i }
MARKED "STARK 12249 LS" LOCATED IN THE S 112 OF SEC. 34, T1S R5E z Z
M SET MAG NAIL IN SIDEWALK AND NE 114 OF SEC. 3 T2S ME, P.M.,M. 00
W PHASE IIA BOUNDARY GALLATIN COUNTY, MONTANA FOUND BRASS CAP z
----------- LOT LINES 35 2
SEE CORNER RECORD 0
N
---
- - EASTMENT LINES 34 3
t SPRING DITCH '.. '..
SURVEY REQUESTED BY BAXTER MEADOWS DEVELOPMENT TO CREATE A
MAJOR SUBDIVISION WTHIN A PLANNED UNIT DEVELOPMENT. -
LOTS (26) = 4.895 acres ,n
PARKING LOTS (3) = 0.586 acres •4i
PUBLIC PARK = 0.446 acres W M_
DETENTION POND 3 EASEMENT = 0.630 acres -
WATERCOURSE SETBACK = 0.633 acres TRACT 2A TRACT 4A U) 00
PUBLIC STREETS AND A,O.H CERTIFICATE OF SURVEY 2202A CERTIFICATE OF SURVEY 2202A g ! Oo I
ALLEYS (R/W) =9a6Y acres ` TRACT LINE 3W 1' z Q
TOTAL AREA OF PHASE IIA =-15..5✓- acres / �+3 RIM'-� O U d O
IS-231 S00'18'03"E 1229.00' �I 1 o a w
Q r7 J
O O 0- m
45' CABALLO AVENUE [W R/W) MORTGAGE SURVEY LINES (M-399) POINT OF BEGINNING
(PRIVATELY MAINTAINED)
N00°18'03"W 90'R/w
223.00' 231.00' 166.13' 182.00' i67.69' 170.19' o N m m
BLOCK 16 u' BLOCK 18 BLOCK 20 a w x W
1 FT. NO ACCESS �o > a-c"
N00'18'03"W NOO'l 8'03"W __ '.. -. N00'18'03"W N00'18'0 "W N00'18'03"W NOO'I '0 "� STRIP (TYP) o a a
163.00' 165.00' 100.13' 122,00' 101.69' 105.19'
w w IOz'R/W m LOT 6 ro LOT 6 .0 "> LOT 12 Erg
U1 "� V E`i M 5.474.16 SF n r 5,557.06 SF 00
90'R/w !n u1 ,O 5,288.15 SF ci
o LOT 3 'O a LOT 7 m 1O '� / N h 0.13 AC
0.12 AC 0.13 AC ,O
a 15,403.53 SF o.+' °'of 13,076.42 SF 3W R 90'R w 100'R/W r°
rn 0.35 AC a' 0.30 AC NOO'18�03*vL . TRAKKER N00'18'03"W N00�03N1
d°ro z 100.13' w w 101.69' w 105.19'
z N BUILDING M
n __ N00'1�03"W _ __ o ',. LOT 5 a0!O A6 ;$ m LOT 5 00 n LOT 11 I-M
N00'18'03"W 165.00' z vi 0^ '11 LOT t0 M1^ - S,557.06 SF 1N
5,289.62 SF ii N 5,474.16 SF vt w
�+o a 0.12 AC u0 0 0.13 AC m m 0.13 AC h
w z w -- - 163.00' - - -- w W zw N00'18f'03"W z z 19,111.49 SF w zw z z N0098'03"W w
~a w - w a1` _ w 100.13' !"' 0.44 AC Wa^ N00o'8 93311 w 105.19' 1 w
W n PARKING LOT O a a• ?• O- n-
-`n z- ,n to o LOT 2 0 Mo LOT 6 !n -
W Q:y O N N > M ,(O LOT 4 O M W r, n N M
10,757.84 SF ao 14,092.28 SF w�of ro rn a< LOT 4 n LOT 10
HF z - ----. ------.,r- ----- zo o z.� z Wpm a a 4,956.40 SF a �.,oi o 6.204.58 SF to a m a
O F'�.r7 z- --- 0.25 AC -- Zro - 0.32 AC �a+`r am ---- - a' a'd. .-� ��z a 0.11AC Z,a 0.14 AC -��m z -
5,907.40 SF _ L
J a0 b, Z a z a,0 0.14 AC n ao
w -- -
�.j N00'18'03"W _N00'1803 W -- z -- __..N00'18V9 fit Q N0001869'"W --- N009803 W + z
N _ N00'1803 W 122.00' �> z o 0 ,w
Q� 163.00 ----105.QO'-- -- - I• 7�QJ1---- w ------ --_ ---- ---- 105.19'-1- -I' NN
Q TRACT 2A .�a 15.00' UTILITY w /A �I z o PA iN/•LOT o P-a tO w T�
15.00' UTILITY- 15.00' UTILITY o J-o `D�PARKT 3 LOT 1O ,Z m 15.00' UTILITY
CERTIFICATE OF SURVEY 2202A EASEMENT z W 15.00' UTILITY 6 C. 15.00' UTILITY LOT 3 ¢ EASEMENT& 3 �1
C a 0 EASEMENT& o EASEMENT& LOT 3 z EASEMENT m , o LOT 9 z
N J z PEDESTRIAN WALKWAY =PEDESTRIAN WALKWAY LOT 9 W EASEMENT 6,771.14 SF O PEDESTRIAN WALKWAY
J n _ 6,023.54 SF is a z t0 6,327.55 SF I�
QQ d tO 0.14 AC ""� 8,051.97 SF Y. 0.15 AC 19¢ 0.15 AC I`r !n Q O a
Q a, LOT 1 o Vs m LOT 5 m W o r 0.18 AC N00'i8' 3"W NOO.18'03�( __ N00'1 03"W to
18,366.52 SF � w 130.31 AC SF N-OI 033" 'yam Q - - 122.00' 101.69' �'J 105.19 I -
<s-;�-aa' 0.42 AC a N00'18'03"W o LOT 2 o J> n LOT 8 n F LOT 2 a J o LOT 8 0 V
I - - -- - __ o o J� 6,505.83 SF
J- 165.00' a 5,0.12 A SF a �� "t - - 11 m 5,7 13 A SF 'a J a
J a 'O 406. AC 4 'O 0.15 AC 'O N 0.13 AC 'O a- ,n 5,679.95 SF h �
Ni423 5t' - 5i'1� N00'18'03"W �• 45' OD AC �11 10.00' UTILITY TRACT 4A c
5 N00'18'03N N00'18'03"W
16 4 E _.N00'18_03"V�' - EASEMENT CERTIFICATE OF
• 2 -,b' LOT 4 •oO 122.00' 101.69' ,a•-�-,a• 105.19' W
�s- 100.13' r
12,390.40 SF s-s' I SURVEY 2202A
0.28 AC M10 LOT 1 n LOT 7 M � LOT 1 N b LOT 7 w
M Nt o 5,056.33 SF o ,� 6,505.83 SF li 0 5,135.15 SF o 0 5,311.85 SF
I I 230.55. 473'54" �n �n 0 0.15 AC -n N 0.12 AC 0.12 AC I'O r_ Q
0.12 AC
. 92.38 E NOO'18'03"W _ NOO'l8'03"W N00'18'03"W N00'18'03"W N0098'03"W _.... -� ~ M
L = 27.00' 48.94' 100.13, 122.00' 101.69' "-- 105.19' Sol--' ~ W
U
M7423'S4,f.. 96.OB R = 105.00Ld
' u, o
v ' N14'23'54"E i(5.ia' af
100.00' 75,PrR/W 166.13' 182.00' 7s 161.69 '., 170.19' 0-
P' -L - 36.48 NOO'18'03"W VAQUERO PARKWAY tW R/W) �„�•
p PRIVATELY MAINTAINED
N N00'18'03"W 424.00' _
00 _ N00'18'03"W ;F68.8
o FOUND BENT 5/8" REBAR - _ -- -
w
s CD
Lo
QMORTGAGE SURVEY -- - - - - - r
LINES (M-399) w -_ - - -----
Q z W'WATERM IL
00 ARCWRSE SETBACK
-__.._ SEIBAa< IE
- - '- N00'04'51W 425.34' - J
--
W Z, 00 SPRING DITCH 4 TRACT E Q
_ - -�,. \;^ CERTIFICATE OF
� O SURVEY 2202A Z
_ rn o w
• • * Co J
1� NS'28'W 455.35'
O 'O w
I�t� TRACT 2A f 60'R/w�- w
-CERTIFICATE OF SURVEY 2202A LOT 6 LOT 5 LOT 4 LOT 3 LOT 2 LOT i N
W _ " 34�3
I c SH EL F
BAXTER MEADOWS SUBDIVISION R AM ON CALCULATED P
FALLS/N SEWER MANHOLE
SET REFERENCE POINTS
P.U.D. PHASE 1 SEE CORNER RECORD 1 Or 2
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