HomeMy WebLinkAbout18E Valley West Subdivision Final Plat FINAL FLAT FOR
VALLEY WEST SUBDIVISION J - 320
LAND BEING A PORTION OF C.O.S. #1005C AND C.O.S. #1005B AND LOCATED
IN THE NE 1/4 OF SECTION 9; NW 1/4 SECTION 10, TOWNSHIP 2 SOUTH,
PURPOSE:
RANGE 5 EAST, P.M.M., CITY OF BOZEMAN, GALLATIN COUNTY, MONTANA
�p
CREATE TEN TRACTS FOR FUTURE DEVELOPMENT, aR�E ,6
OFD THE ATRACTS DEVELOPMENT
OCCUR UNTIL �p'5�1} D5a1cAohq c- gtT4�hg1
^ FURTHER SUBDIVISION AND/OR ZONING glo��'Qa"�f G 'f Qy 0J`� FOUND 5/8"REBAR WITH yf '
!IN ) REVIEW IS OBTAINED ON EACH TRACT. y �1�P0 s�}i ALUMINUM CAP (NO MARKINGS) �6��yf' S.3
cv1 �1p 00 5.4 S.3 �' 45 R/W S89'S9'25"E, 2638.62 45' R/W FOUND 5/8"
S.4 45' R/w DURSTON ROAD P.O.B. S89'59'25'E, 45.01' - - REBAR
Na9'a7'04"E 826.90' N89'47'04"E 1816.88' S89.59.25"E 621.40' SB9"59'25"E 738.56'
5.10 _
S.9 FOUND 5/8" 414,89= -- - a2'- -- -- -- - -S } --622.444- - -- -616as -- 0
REBAR "9 mo ro S:1
STREAM •' /
CORRIDOR Z•' 50'R/W
BRONKEN PARK o o 10'UrIUfY
39.06 AC as zo'unlm EASEMENT par y aDm TRACT 1
\o_ _ 589'S9'25"E 599 99' I -
EASEMENT(TYP.) _ 9 tp 1 9
PLI 30'DRCH 15. __ ___ 5gq:94-- -_ - I_ 3 �Bh.�at,�1g 13.15 AC
NOTES: f 1� MAINTENANCE--�#I z0'UT
RPY '
6,.yJ' Ica I� BAXTER CREEK EASEMENT I EASEMENT(TY') ` ®o cobs o+1 R3
UTILITY EASEMENTS ARE SHOWN AS 20' WIDE r�yPG pY�{f. ESTIMATED too-YEAR I; TRACT 4 11 G�ape°ya o w_
ALONG RIGHT-OF-WAY LINES, AND 10 WIDE =� OypPG60 aR.� h1h .I HIGH WATER LIMITS
EACH SIDE OF INTERIOR LOT LINES, UNLESS m G S,rS.yps �o yl. (ESTIMATED too-YEAR WATER SURFACE I 18.59 AC ,' I ":
NEEDED OTHERWISE. b 1Gy��"GP' )
ELEV=4754 AT THIS LOCATION DBCH MAINTENANCE
a�10 0f'rA I _ -NaffAS'17-"E t217.11__ _.__ __ rt R3 i / N &UNLDY EASEMENT
�11 c 60 A FROM ORDINARY Q
BASEMENTS ARE NOT RECOMMENDED DUE TO HIGH WATER MARK TO
CP`5
HIGH GROUNDWATER. ry o PROPERTY LINE
^ ( ro 10'UTILITY BUILDING SETBACK& 0
A 35' EASEMENT IS HEREBY PROVIDED EACH y.. - 50' BUILDING _3 EASEMENT DITCH
MAINTENANCE i TA
` ' SETBACK ~' J EASEMENT 35
SIDE OF THE CENTER LINE OF MAYNARD-BORDER 'u FROM ORDINARY \1
DITCH AND BAXTER CREEK FOR MAINTENANCE & o, ; I Q -- -- -- �- - 20,95'- - _ N88'25'04"E 639.09, - +'S7i 678.65
OPERATION OF THE DITCH. .h' O I6GN WATER MARK - - - _ - -- _ - Of
w
(TYP
M� BUILDING SETBACK& i F Of ,A -- -- - ,6 4y1--- 10'UTILITY
y 1 DITCH MAMENANCE I I - --_ _.10'UTILITY
J _ -•-_ - EASEMENT V-
2ry EASEMENT 35 - [ASEMENT(TIP.) 10 UTILITY '`
1 FROM ORDINARY I ( EASEMENT
THE ESTIMATED 100-YEAR HIGH WATER LIMOS
1 HIGH WATER MARK
AND WATER SURFACE ELEVATIONS FOR BAXTER BUILDING SETBACK �v TRACT 1 aT
CREEK ARE PROVIDED FOR INFORMATIONAL - \` DRCH MAINTENANCE m xa zl BLOCK 2 TRACT 2 -
PURPOSES ONLY. THEY REPRESENT THE _ 1�-' EASEMENT 35 25.72 AC o. 16.33 AC -
UNDEVELOPED NATURE OF THE EXISTING w y'-_ FROM ORDINARY - RMH 1 / HIGH WATER MARK''ri 4 TRACT 3 , a R3
CHANNEL BASIN. THIS INFORMATION DOES NOT I ~ rt -
PP
RELIEVE DEVELOPERS OF CONDUCTING THEIR OWN N 1 6 w 2O 66 C 1 1 8 '
INVESTIGATIONS TO DETERMINE THE EFFECTS OF m xl' CJI A -0 30'SEWER,WATER
FUTURE DEVELOPMENT WITHIN THE OVERALL : NE 1/16 R3
a) j^- i-� OR STORM DRAIN
BASIN AND INDIVIDUAL PROPERTIES. --- - --- -- = --- IE URLTN EASEMENT 3
CN 1/i6 ss9'19'43'W 650.69' S891943W 66 fi I e - 120' R/W 100'STREAM CORRIDOR 60' R/W 20'UTILITY/DRAINAGE
10-UTILITY Z 1 DITCH EASEMENT
3 EASEMENT BLOCK 3 60' STREET & 60' 30
y N
( .) UTILITY EASEMENTL
60 04"-1•
TYl TMR) I 10'UTILITY I L=8336' - Sa9'S8'13�135414' r`Ace'+.1 C LDCCT_ N
THE 100' STREAM CORRIDOR FOR ;0 EASEMENT �- 30'� ! _ - - D=/5'55'n"- "+�gSE �TYJVF�
MAYNARD BORDER DITCH IS A REQUIREMENT OF - _--- - _ - - -- _-- 6'- N 4 11; -- -"- ---
DE
404 PERMIT WETLANDS MITIGATION. ANY Cr 45'17E 121008' N89'S8'13"4E5-906,21' T2 _ - 30'
L _
DEVELOPMENT IN THIS AREA MUST BE IN \a.f, I 1 - _- - - - - - --- -_- ___ ___ -_ 7g._ ,_ _ ___ ___ =30000' -
24
F
ACCORDANCE WITH THE 404 PERMIT. �10 Tn T j �`- RL'�M' t ,f 10'UHLm
fit`1)"q1 10'UTILITY 30' ! D=1Y56'S1" EASEMENT
Dy aEC�1 h \ EASEMENTl I y 10'UTILITY
I If EASEMENT
9aytif,` 25'STORMWATER& BLOC -IK I I _
UTILITY EASEMENT
TRACT 2 BDH.,MAIHTTENANCE
d -P 21.57 AC BUILDING SETBACK& -�-� EASEMENT 35' - 50'R/W
a,-° FROM ORDINARY
I, I' DRCH MAINTENANCE
RMH EASEMENT 35' Yo HIGH WATER MARK TRACT 1 o
I: TRACT 2 FROM
ORDINARY a 26.86 AC
HIGH WATER MARK I
29.87 AC ' i 3v R3 os1LGv0 y911
o BUILDING SETBACK& i R3 -`r -G..4(.f.1�
AREA TABLE DRCH MAINTENANCE 50E52_lM-lr'6W
\ T EASEMENT 35' € p M11yf'
BUILDING SETBACK&
FROM ORIDINARY i - --589'S31S"E_4]6.35-_ _ ew✓ 400
--- - -- - 1 O
TRACT AREA 1$1.7$ AG 75.20 % DITCH MAINTENANCE HIGH WATER MARK
PARK AREA 39.06 AC 16.16 % EASEMENT
TROM ORDINARY
ROAD R/W AREA 20.90 AC 8.64 % HIGH WATER MARK +,~:� IN TRACT 3
5, '`'• BAXTER CREEK t _ I-
TOTAL 241.74 AC 100.00 % I - - ESTIMATED 100-YEAR A TRACT 3 4.02 AC
100'STREAM CORRIDOR , 20'UTILITY/DRAINAGE
\ HIGH WATER LIMITS o I 5.01 AC f ® Bl -im - i
(ESTIMATED 100-YEAR id' I 1 _ I DITCH EASEMENT
I WATER SURFACE _4 B7
\ ELEV.4776 AT 20-UTILITY
THIS LOCATION) ! -
- 30.00' ut f- r EASEMENT(TPJ
/6TT0.__ - -67.3T_ I W.0
_ETa.Ti` - •58"W 2668.01'
51 N89
-f055:40"
a 5.10 WEST BABCOCK STREET
-. S86'52'19"W 1319.50' _.. S.9 -._- - - _- 4
CE 1/16 .... ... ... _. - 30.00' ._
45' R/W
y TO W.C. 5' R/W
0 a,. 6 e'
LEGEND / 1a°`SD 1g r'sM1�,�+ A EXISTING
c�,yi4 1�t hq #W GOjE.;a_ 5.c50f'f.�yS15 1qP�it 3&' 45' STREET & c 1/a
FOUND US PUBLIC LAND SURVEY SECTION CORNER MONUMENT 4`0 a�,f�fa4 P� y. A�1� yq1 - GP-'fap.1,-1 d6q Oy�7.rS,t ta00-$g1h UTILITY EASEMENT SECTION 10
FOUND US PUBLIC LAND SURVEY 1/4 4shgfll` T�h QpS T`O Y t'" ypc� �t G f0�8 ',,9 FOUND 4"
SECTION CORNER MONUMENT 000y 111 � h- 1P 0' Ofr BRASS CAP IN
C) FOUND 5/8" dio. REBAR W/YELLOW PLASTIC CAP OoSeg a�yyt �yy _ Of, yC4r MONUMENT BOX
MARKED-MORRISON-MAIERLE, INC ;�;cla,O�
- - - -
FOUND 1/2" di.. REBAR W/YELLOW PLASTIC CAP S� q p _
MARKED ES c0
Q FOUND 5/8"/8"dia. REBAR
❑ FOUND 2"ALUMINUM CAP MARKED KERIN &ASSOCIATES r�C?I I pD3q
0 FOUND 2"ALUMINUM CAP MARKED WESTERN II III II I III I IIII I II I I II PIT vtar I-.ZO 20 48O39
x er x
T GRAPHIC SCALE
I o i O FOUND MONUMENT BOX -G.A.- PIT a
1.
I SET 5/8""dia. REBAR W/YELLOW PLASTIC CAP msnenmml im
B MARKED-MORRISON-MAIERLE, INC sn.u.r v
xw .ao we WITNESS CORNER 4MORRISON 1/4 SEC. SECTION TOWNSHIP RANGE
1 neIN--FEET fL MAIERLE,INC. 9 & '° 2 S 5 E
Q -- =EASEMENT LINE
(PRIOR TO REDUCTION SETBACK LINE ��
) - m"nu ml 1.ers ma.r.r.�xn-I+:1M exam T6 HM sr-n1c PRINCIPAL MERIDIAN. MONTANA
WATER COURSE PROJECT NO:2885.004/054A/0310 GALLATIN COUNTY, MONTANA
BASIS OF BEARING -------- --------ESTIMATED HIGH WATER LIMITS FIELD WORK- DATE:7/23/01 PLOTTED DATE: Jul/23/2001
o?F se`cr�w,°Fs.r_ N OfVth1� DRAWN BY: KW SCALE:1=200' DRAWING NAME:N:\zees\ooa\rrno\FPUT\Fan�,.tr.a.9
rxnu c.os.,ms CHECKED BY:TMH/JRS CLIENT- SHEET 2 OF 2