HomeMy WebLinkAboutAP-Rosauers-2 AMENDED PLAT of
THE BOZEMAN GATEWAY SUBDIVISION P.U.D. PHASE 1 , PLAT J-447
THE REARRANGEMENT OF LOT 1,LOT 2 &LOT 3 OF BLOCK 2,AND LOT 1,LOT 2,LOT 3,LOT 4,COMMON AREA 1 &
COMMON AREA 2 OF BLOCK 5 OF THE BOZEMAN GATEWAY SUBDIVISION P.U.D.PHASE 1,PLAT J447, SITUATED IN
THE NW1/4 OF SECTION 14,TOWNSHIP 2 SOUTH,RANGE 5 EAST,PRINCIPAL MERIDIAN, CITY OF BOZEMAN,
OWNER GALLATIN COUNTY,MONTANA.
PURPOSE
MITCHELL DEVELOPMENT GROUP, LLC
fkD MI
DEVELOPMENT&INVESTMENTS, LLC THE REARRANGEMENT OF LOTS WITHIN A
PO BOX 738 PLANNED UNIT DEVELOPMENT
GREAT FALLS,MT 59403
US HIGHWAY 191 (WEST MAIN ST.)
50,00' 51,11'
01013LOCKC2 2
S89°59'46"E 319.15' PLAT J447
OD
OD
Z 11 11 \ 30' STORM DRAINAGE 30'SEWER LINE LOT 6
EASEMENT CENTERED`; SOT",2
1 1 EASEMENT CENTERED BL
1 1 OVER STORM DRAIN OVER SEWER LINE 7 PLAT J-aa
1 1 AS CONSTRUCTED Oi
LINE AS CONSTRUCTED BLOCK 447
TJ
I I 1 30' STORM DRAINAGE LOT 1 PLA
EASEMENT CENTERED BLOCK 2
STORM pt
I oll II 11 1 LINEEASCONSTRUCTED NED
P�T JSaa7 ABALOTOLINE PHP�II
1 II II J_474
?I CI 11 11 I I
33
n Zv� 11 11 11 1 1 � � N8706'26'E 2.89'
U)
O� 1
N N t LOT 1A
6?N O \ \ 1 153,261 E \\� a
N \_�10' PUEI
3.52 ACRES
ESS m
v
LOT 2 2 A
,n\ BLOCK Ft m
vN\ \\ \\\ 111 111 agST J 5447 W
PU
\ 0' DITCH MAINTENANCE
\\ \ EASEMENT(SECTION T 5
\\ \\ 1 11 LINE DIrcH)
1 ABANDONED 4 "Lo LOT 417 GE 3
\ \ \ 11 11 LOT LINE BLOC'447 PST OPE9LOCK q47
\} o\ PIA PLAT
29806: -
\
_.d
\\ 1\
30'STORM DRAINAGE '
EASEMENT CENTERED
G \ 1 \ 1 OVER STORM DRAIN
LINE AS CONSTRUCTED/
PLAT J-447 /
Lo�K 2 /
y \I \ 1 BL 6 50Ft 1
9 y \ 1 4 LAi J 447 \ _ M
P R=366.00' \ 30000.1.=z1o.To'n=ao°1a'zs_-
�y� L=127.34' b. /a, \S/s.
EXISTING 100'EASEMENT �-- \ \ \ A=19°56'04° �k n VARIABLE WIDTH -4g•pZE 70p0
PER ANNEXATION AGREEMENT \ ( •� \0
\ CB=S73°54'31"W -
(DOC No. 2077892) p \ \ o. -_-____
o � O� ¢1 \ \ CH=126.70' ,Lg`1J � -
6 3
o v\1 r1 rn \\ \ 10' PILE � � sg35 g1 \15a
REOF NNECOMENIDEO
U-ECjgSA ��N Ocp O p
IRAOTI2AF WVISION No. \_
PIA SUBD p\rn -�\---
MINORI a n
5V� g�63y62g�
54.89' D�
L_1391T'6019• LOT
5
aoo oo LE 5
K
EXISTING 30' EASEMENT FOR �\ N83'S2'34'E 100.00'�r- BLOC_447 / II
UNDERGROUND IRRIGATION DITCH > N0LpGY '�/ (V PLAT J /
AND AGREEMENT TECH rn
PER DOC. N0. 2252577 �'_N74'13'56"E
19.31' N83°52'34'E ,�' R=434.00' I /
U) n
- 27.09'-- L=151.00'
N89°44'36"E 145.30'
_ - I CB=N73°54'31"E L i
CH=150.24' ADJUSTED o°
N LOT LINES
R=569.00' sag°aa'3swlzzas' \ COMMooGKRFA i �q
- L=92.09' rt
r�' I LOCK 5 O qFt 76052 5447
CB=N4°53134�W c l P11Ao J 5447 R=14.50' ptpT J S^47 OPEBL�CKCS 4
L=z2.7a' COMMON AREA IA 3 plpi J'447
N / / 50 0 25 5
1.78 A0
So' so'
LOT 1A a ACRES
u 14,682 SgFt1. CV /
0,34 ACRES IN FEET)
NEW cl) i Q _0 2Pj95A BASIS OF BEARINGS:
THE BEARINGS SHOWN HEREON ARE RECORD
LOT LINE //// $ COS BEARINGS FROM THE PLAT OF THE BOZEMAN
17 N89°44'36-E 134.00' S89°44'36'W 89.83' / / GATEWAY SUBDIVISION P.U.D. PHASE 1,
EXISTING 30'EASEMENT FOR "'- / / PLAT J-477.
UNDERGROUND IRRIGATION DITCH 30'WATER&
AND AGREEMENT SEWER LINE 1 I
PER DOC. NO. 2252577 EASEMENT I LEGEND
SEE NOTE 2 SEE NOTE 3 LOT 6 I R=790.00'
OT 2 11,087 SgFt I L=84.63' SET A REBAR,5/8 IN.DIAM.,18 INS.LONG
SRANo E1243 BLOCK"rt 0.25 ACRES • WITH A YELLOW PLASTIC CAP,MARKED
2 143 7 A=6°08'16" "MORRISON-MAIERLE,INC.14732LS"
00 I I PLAT J�aa G6=S5°24'14"W FOUND A REBAR,5/8 IN.DIAM.WITH
PD SEE DETAIL CH=84.59' • AN ORANGE PLASTIC CAP,MARKED
9 LOT 2A
SEA BELOW "MORRISON MAIERLE 11371LS"
NX.10' RUE 17,308 SgFt FILE PUBLIC UTILITY EASEMENT
F 0.40 ACRES
NEW
q R=14.50' 10'PUE I
m L-22.11' R=14.50' BOUNDARY LINE-EXTERIOR
-- _--- -�=90.00'00"-- I BOUNDARY LINE-INTERIOR
z s89°a4.36'W 119.50, __- ---------- ---- Nes•daa6^E 5ss7• N89°44'36"E 105.84'
I ------EXISTING EASEMENT-UTILITY
Z 1 b.00' N89°64'36"E 474.34' I L=14.03' EXISTING EASEMENT-IRRIGATION
m
I R=14.50' L=14.OT ABANDONED LOT LINE
N89°44'36"E 119.50' _ L=22.7V
io -- 0=90°00.OW S8s°44.36"W 5780' S89°44'361W 108.95' I
co R-14so'JZ , -------- / I R=430.00'
L-22.78' ADJUSTED /
LOT 3A LOT LINES A=3°44'40"
2 17,144 S,Ft
1 CB=S5°02'08"E
0.39 ACRES NEyy NOTES
N R=30.50' `D LOT 7 A 1 CH=28.10'
L=z1se• - LOT LINE 9,491 SgFt iO \ 1.REFER TO PLAT J-447 FOR ADDITIONAL EASEMENT
p A=40°00'00" - 0.22 ACRES p \\\\\�� \\ INFORMATION.
Z $
LOT
3 N V° CENTERLINE OF 25'\\ \ 2.STRUCTURES LOCATED ON LOTS 1A,2A,3A AND 4A
LOOK 5 t Sr. PUBLIC TRAIL \\ \ SHALL NOT BE CONSTRUCTED OVER THE 30'IRRIGATION
B F
Sg - EASEMENT
8 c� DITCH EASEMENT DOC.N0.2252577.
APEA
N89°44'38"E 174.OT J 4dA=40°0000" s� --0 GOM gL0 6K SaEt2 P r a1 \\ \\\ 3.STRUCTURES LOCATED ON LOTS 1A,2A,3A,AND 4A,
68,67 441 N89°44'36'E81.32' (7 11 11 \
11 11 \ BLOCK&SHALL NOT BE CONSTRUCTED OVER THE 30'
I i I LOT 4 plAi \\ WATER&SEWER LINE EASEMENT.
B jOB7K SgFt COMMON AREA 2A c0 O' 'c0 O pp EN SPACS 5 II \ 4.BEARINGS AND DISTANCES SHOWN HEREON ARE THE
2a• J,447 O? O BLOCK 447 I 1 RECORD BEARINGS AND DISTANCES SHOWN ON PLAT
PIAT `" ~ 69
682 S F W PIAT J 1 J-447,THEREFORE,NO RECORD DIMENSIONS ARE GIVEN.
W
LOT 4A I I 5. THE OWNER HEREBY GRANTS A PERPETUAL,
19,744 SgFt T RECIPROCAL AND NON-EXCLUSIVE EASEMENT TO ALL LOT
0.45 ACRES _ v F i OWNERS FOR USE BY THE LOT OWNERS,THEIR TENANTS,
AND THEIR RESPECTIVE TENANTS,EMPLOYEES,CUSTOMERS
I_-EXISTING 30' EASEMENT FOR I AND INVITEES FOR ACCESS UPON, OVER AND ACROSS
UNDERGROUND IRRIGATION DITCH - THOSE PORTIONS OF THE SUBDIVISION FROM TIME TO TIME
EXISTING 30' EASEMENT FOR
AND AGREEMENT R=14.W' DEVELOPED AND USED AS SHARED WALKWAYS, ROADWAYS,
PER DOC. N0.225257 L=22.70 O UNDERGROUND IRRIGATION DITCH DRIVEWAYS, DRIVE LANES,AND/OR PARKING FACILITIES.
SEE NOTE 2 AND AGREEMENT SUCH EASEMENT SHALL BE APPURTENANT TO AND RUN
N89°44'36"E 159.50' PER DOC. N0.2252577 WITH THE LAND.
EXISTING 32.5'PUBLIC 1
STREET&UTIL EASEMENT \
PER DOC.#2127249 EX. 10' PILE \ - - --
Nib-------------
------ --- --- -rt
I �I
50' S0� -- L
-
t-
------ -- -- - -- 8 °31-42 1T.60' -- -- - -- --- - - ----------
WEST GARFIELD STREET (34')
N 1/16 S.14
NNpLA M�NTANA
R=14.50' STATE OF
L-22.7 0'00"
Nea°44'36°E sasT N89°44'36"E 105.84'
-(-LIMIT
r LIMIT OF 2FWATER AND R=43o
28,WATER AND J 10. SEWER SERVICE L-14,13'
SEWER SERVICE PIE SE ERSE a=1°52'11"
EASEMENT
N89°44'38'E 476.34'
R=430.00
L=14.OT ❑I IMORRISON 1/4 SEC. SECTION TOWNSHIP RANGE
e_1 szz9^ I
L_22.76' ❑❑LJMAIERLE trrc. 14 T. 2 S. R. 5 E.
4=90°00'00" S89°44'36"W 57.80' S89°44'36"W 108.95' 1 RNLE 1905
- w a••,.pmy."-wm.rt amm"y
�� I rom�un.zeeo lm5noiegY Rw.n..ao,«�.ur snm.P ..1as)u1-"ni 1e�:lwd vzz-eloz PRINCIPAL MERIDIAN, MONTANA
T- - - CLIENT: MITCHELL DEVELOPMENT GALLATIN COUNTY
L I J FIELD WORK:MMI DATE:5/1/14 PLOTTED DATE: May/01/2014 - 11:54:43 am
DRAWING NAME:
DRAWN BY: JAU SCALE' =50 N:\3638\009\ACAD\Survey\AP-R...0 s.dwg
DETAIL A
CHECKED BY:DJB PROJ #;3638.009 SHEET 2 OF 2 P-ED BYL.11 "