HomeMy WebLinkAboutFINAL PLAT PHASE 2A I
LEGEND
►� FOUND 1/4 CORNER FINAL PLAT OF 0
+ FOUND CORNER BARTER MEADOWS PHASE //A
N:N
5/8" R a
a
� FOUND 5�8" REBAR WITH 2" ALUMINUM CAP a:o_ -
MARKED ALLIED ENGINEERING 13174 PLS" OR AS NOTED
SET 5/8" X 24" REBAR WITH 2" ALUMINUM CAP U)U)
MARKED "STARK 12249 LS" LOCATED IN THE S 1/2 OF SEC. 34, Ti5 R5E 3 3
0 SET MAG NAIL IN SIDEWALK AND NE 1/4 OF SEC. 3 T2S ME, P.M.^ 00
PHASE IIA BOUNDARY GALLATIN COMM, MONTANA FOUND BRASS CAP z
LOT LINES 35 1 2 SEE OORNER RECORD
------------------ --- EASTMENT LINES
5
34 3 w
SPRING DITCH
SURVEY REQUESTED BY BAXTER MEADOWS DEVELOPMENT TO CREATE A �I
MAJOR SUBDIVISION WITHIN A PLANNED UNIT DEVELOPMENT.
LOTS (26) = 4.895 acres u^) o N
PARKING LOTS (3) = 0.586 acres 10
PUBLIC PARK = 0.446 acres
DETENTION POND 3 EASEMENT = 0,630 acres co
WATERCOURSE SETBACK = 0.633 acres TRACT 2A TACT 4A � � Q
PUBLIC STREETS AND CERTIFICATE OF SURVEY 2202A CERTIFICATE OF SURVEY 2202A o - 00 0
TRACT LINE
ALLEYS (R/W) = 8,182 acres ---- N z Q
�S 3 so'R/w m o N w N z
a- o
TOTAL AREA OF PHASE IIA = 15.372 acres / Q a M, J
04
S00'18'03"E 1229.00' , _ r I o a w
o O o m a
u' CABALLO AVENUE (90'R/W( MORTGAGE SURVEY LINES (M-399) PowroFeECINNING
(PRIVATELY MAINTAINED)
N00'18'03"W 90."
223-uu' 231.00' 166.13' 182.00' 181.88' 170.19• Y m } Z m
BLOCK 16 u' BLOCK 18 BLOCK 20 Q w uj mof
1 1 FT. NO ACCESS N > a cyi
N00'18'03"W NOO'18'03'N -.!"S2S£1#G3_1Y _ NO ti "W40 N1107 '
163.00 165.00' 100.13'" 122.00 101.69' 105.19" STRIP {TYP) o o a
w w lot'R LOT 6 m '3 LOT 12 Yn
LOT 6
in 5.288.35 SF �`+ 5,474.16 SF 4 5.557.06 SF Im�I
LOT 3 !^ a LOT 7 'a 'a -»'lyw- 0.13 AC
2 v 15,403.53 SF 0.12 AC "'J0.13 AC
C 13,076.42 SF °^' R NQQ1�g3•W -14'4n- a N0O'1B'03 __I N00]g03�( I -100'R�
0-35 AC z z 0.30 AC 100.13' - w w TRAKKER 101 69' 105.19,
cc BUILDING m yY I LOT n 1
O o LOT 5 m!^ !n,d Ql LOT 5 °o'^ h
0 , _ _ _ N00'1.8_'03"_W _ _ .r 1'� cc
�w 5.289.62 SF a" v _ 5,474.16 SF u'�:' r 5,55 3 A SF
t71 165.00' z o m LOT 10 I 0.13 AC Iv�i
r..o 0.12 AC m 19,111.49 SF ^w �'!8 0.13 AC i
w N00'18'03' - ti z WY z 1 Q
z"' N�'1�Q3"� _ 0.44 AC ^ W N00'18'03J1L O
is3.00' W W zw w 1�00'J.�03']w W
i01.69'w - t00.13' W 105.19'W Z„� :' PARKING LOT �� : �W =� _ � � �,DI� � !v
o LOT 2 0 o LOT 6 ,�rl ;.� i` 1n v �z� w 'r - 1 n
W a _ o o 14,092.28 SF m- r:r of n o LOT 4 g a, I-Rvl ' LOT 4 ^ r) LOT 10 1• +")
• 10,757.84 SF 1 o o ,o fay ^ v o Cc)-• a4
I
rn n a w 1- 'c a'a� : ,��!!Q' 5,907.40 SF ai o, 6.204.5S1rLLI
~wz m�n=__.._ 0.25 AC - m Z 0.32 AC _ - az a 2 0.14 AC S'i Z o- z J�-_.e 4,90.11 AC OD
°� z ACSF � m z a Z r1
---- -- M 1
H> z - + zii _ N00'18�3"W 1 N00�'03"W -_ _ �_,L z m
w -- N00'18'03"W -- a -- 1- - - ga -- 101.69'--- g ---- Oc ,w
_ _►( 13b�"W ---- - - N00i$6�1Y_ i22.00' > z YI
Q� 1s3.00 -----16s.00_-------- - F. --- �'1---- � r � � * R
TRACT 2A 3a 1s.00' unuTYJ li
1s.oD' unuTYJ H 15.00' unuTvl a PARKING LOT J ice... �pARKING LOT2 � TI5.0o' UTILITY yl
CERTIFICATE OF SURVEY 2202A EASEMENT 15.00' UTILITY Z
O EASEMENT& W EASEMENT Ec L07 3 Dz m Q, 15.00' UTILITY LOT 3 a ^ LOT 9 EASEMENT k
J z '� PEDESTRIAN WALKWAY 1O �PEDE$TRIAN WALKWAY 6.023.54 SF m Ma LOT g EASEMENT m W EASEMENT 6.711.14 SF OZ g,-TP7.55 SF PEDESTRIAN WALKWAY
0.15 AC IM a 0.15 AC I'^J n O a ip w d 0.t4 AC 8,051.97 SF U Q
4 rn LOT 1 ^ `E LOT 5 W m > 0.78 AC N00'18'03" Ic m _
18.366.52 SF .i r 13,391.40 SF NM*1)1_Q3'w- _- �� - - �OQyB'0,�. y EtQO'1Q03'W Iw
0.42 AC -' 0.31 AC 100.13- W 122. 101.69, 105.19, 1
-u• - - �s a I oo W
W a N00'18'03"W _ LOT 2 g J� LOT 8 F LOT 2 V .dam LOT a j$ N '
..1 - M 6,50S.B3 SF ,� ro J& F > y
R 165.00' 5,406.77 SF a� n 0.15 AC 5,734.85 SF a 5.679.95 SIF I
a 0.12 AC 0.13 AC Q.. 0.13 AC 1
N/4 a it 51'if 51' 4W sY -1 10.00' UTILITY TRACT 4A Q
?354 o NOO'18'03'W -tio-Oi '03"w - ` N00�03"W y$0Z@ 03"YI i
-lAEASEMENT CERTIFICATE OF W w
er--� LOT 4 0 100.13' �5,,_� 122.00' 101.69, -1�`--b' 105.19' 1 SURVEY 2202A W L
12,390.40 SF n LOT 1 LOT 7 n LOT 1 LOT 7 r
0.28 AC m '� 5,056-33 SF '� 6,505,83 SF ,�,•� 5,135.15 SF o I 5,311.85 SF 1 w y
-230.g5• N14 354� �S 0.12 AC 0.15 AC 0 0.12 AC 0.12 AC �'D
/ NOO'18'03"W NWO 8'03'W N0018 03'W NOO'18'03'W I N00'18'03"W
L = 27.00' 48.94' 100.13' - -122.00' 101.69' I -105.19' U
I/ ~N147.3'sq.f 96 0g R = 105.00' u. o
N14.23'54"E 16.16' - a
_ 100.00' 80'R/'N 166.13' 182.00' 161.69 170.12'
NNoo 1a'o3"w VAQUERO PARKWAY (80' R/W) �5.
LINEAR PARK �L = 0.00'o 0.00' (PRIVATELY MAINTAINED
N -_ __- N00'18'03-W _ 424.00' __.
W -- - N00'18'03"W 760.00'
w ao o FOUND BENT 5/8" REBAR l =
co __ -- -- - - - �-yp• �• L
in
MORTGAGE SURVEY -`N -
LINES (M-399)
T, Sal'WAn CWRs sMAM x'w�mxaasc SnaAcx
- C4
1,100'04'S1"W- 43.4_25. _ � n
_ TRACT 3A a
Z - 00 ���._--� SPRING DITCH- __ ____ u' CERTIFICATE OF Z
- rn o w
En
• 0 0 1i
00
455.35'
- N05 V) o SURVEY 2202A
En
-08'28"w TRACT 2A w
--CERTIFICATE OF SURVEY 2202A s-so'R/wy LOT 6 LOT 5 LOT 4 LOT 3 LOT 2 LOT 1 N
I
34 3
SHEET
CALCULATED POSmON
BAXTER MEADOWS SUBDIVISION FALLS IN SEWER MANHOLE
P.U.D. PHASE I SET REFERENCE POINTS
SEE CORNER RECORD
1 OF 2
50 0 50 100
(SCALE IN FEET