HomeMy WebLinkAboutSID 650 - Annie Subdivision Phase 1 d
S PECIAL IMPR VEMENT DISTRICT
N
O . 650
TO PROVIDE STREET CURB & SIDEWALK & DRAINAGE IMPROVEMEN T'S
AND
ECIAL
IMPROVEMENT DISTRICT
NO . 65*1 f
TO PROVIDE STREET IMPROVEMENTS ON DURSTON ROAD
FOR
ANNIE SUBDIVISION , PHASE I
CITY OF BOZEMAN , GALLATIN COUNTY, MONTANA
�\ STREET INDEX
SID 140. SHEET NO. STREET NAME
650 2 NORTH TWENTY-SECOND AVENUE
PEG AVENUE
Sanderson:Stewart Gaston , '* l --; - a CUNNINGHAM WAY
A Engineering, Inc. �,� : 807E"'Ah' POOLE DRIVE
4 LOTTIE AVENUE
5 WINDSOR STREET
6 ANNIE AVENUE
�7 7 CHAROLET STREET
yrr. 650 8 DETAILS p�NTA y
t
rpt�Ol+t- a ' 651 9 DURSTON STREET 9
VAMTr AMP �
N
S 1/4 Corner, Section 2, -N 00°44'43"W
T2S.,R.5E.,PM.M. s0.p0'
Fouts Rol1.d
Spike-J
N
� N
o m N 00°37'50°W 405.35'
P M 0 65 340 35' In
N - N O
M ti
(D M
NOTE N
SEE PLAN SHEETS FOR SIDEWALK PARK
INSTALLATION LOCATIONS 3 8 -�,
o 0
O
N =O
o -
•r N
w 89' N 05°57' „ 0D N
1_ 453• PARK Nos°305 E 427.53' NO3°24'2d'E ,N12°p1728T1N5094'3930"W °aa'D
11 ^ 69 2'W ,x 4660 69.33 OS E 272.74 3 ui 9
1 N IrLo 29 453 N'x°:sj ed �596Fl6830 62.55J 6044.11' N o24'2 "E o l� o „LLJ Z
m 1100.92 2ae3� =3 P 8 56.15 N 27.51' N 00°37 50"W 151Je' - �� -S 12 0 6'48 E
14 N 13 M 12 -o II M e_ 40T 3
75.17' �, 15 �' 10- �,", so.od m 95.491 0 ' 1
W, 16 m!1 8 i, - - m 9 R; i� oQ o o �_ - `S 29 52 26'W
,29nW sossl �.' �•�' 1 Z�° wm 17 a {"36ei.m f z `^ 6 z 6po, o _0 9 n^o 7 S� 5A �_ 4A sN 3A $ 2 N$ I qN m� 11748'
047'01"W NN,IB u8 0 21. 6 us 7nod °2 asa3' ��
Np9 y ° 20 Jmy'fig t" �£ 549/- 379. 6384RsI�d i7 60 D0 60.Od I.
162.1 s
�i / t 3143 z b 3 12
y
0 2 m / 6119 m 1 9 - 903)
s 9 p9 m -� 10 ^, 9 8 - $ eo9' _ eo3e' ezio `6z 0'1
v 21 542 -� °� ; 3U 526'1738 �zl.00 • �
��•[ ^° 5 0" 13m9� 120 � 8m - _ 5A 84A 3 m8 g m 1 m
y~j Q `> 14 ')O_ - 3143 - - N 00°37 50"W
� N 5-O0. ��E 4 : 0• r s 15 "9 �4 2109 m6'yg 2.3 z4. 7N I] _ N '21.00 -g Q LEGEND
64.21
H S3 23 'q 5?3 m - 24 25 0 0 3 $ I 2 e O
U) I 3 3s, z3 m n ° _d 26 -$27 0 3 m w 5' WIDE CONCRETE SIDEWALK
-BLOCK- -14- BOj"b ro 16 �0' m° 22 0 �: o° ° ae a 28 b o 29 0 _ g I o CURB B GUTTER d SIDEWALK
24 ,�. 4 0 21 gD $ 1^xaST,, f6000 60 ooW'(a4.z7 z =_ _ - �O, 31 _ 32 a 33 m I g I 3 g M 3 WIDE DOUBLE GUTTER
N? a E. 2 7 2 3771' m - - - .--.-r.
w
m Q°3 s 20 Y»' f 6s5 - ..5-....07 3 3 cli
N STREET NAMESIGN., 157 - d a•R n'
63.3:° 4-,62 1 p p O
o,a b - ,700� J 2 1 _ 4 4 MONUMENT BOX ■
R:
--T-�43o3 mm 3 a i 4s 25 W eo Q.. 2• So S� Y5T1 m OD¢.P` 6026 6170 ! S bd' iO
-B2oc - -4- z q�' 18 19 �009 \•4�+ egos °�544 y z �2 �z ^I)95
75 L$T i° I Gov 6, °3�Se 51a1 N o 4 °_ 2 b - 1 us 64 �` 03.65 1. 8 12100 mp 10
PA/(R I ' -._."9 1•. C�, 69 m N m m. �'ro N - I n - .` 5 o m
� � .02 4 I�s9 � Oe a o 6 5 0 '.R A Izzs4' S ' 4 0 I ',z1.od 6s
zloo B 00°37'50°E
TNflVTY-sECXMo _�N00°17Z �lAR#F -- F PARK I e9oB45" 34,1 o B a m. N{ E 2 N 00 5� � 307.04 A S 00°3 -5Q E . 206.0011
_ _ °a' g IS10 1 1 S8 ,3�� ^]Qse,•0 I„
�� 18
AVENUE 2j -BLK- 3-; 12 7" 6900 e6 0> 9 "o�m_ � � ° 41 40 e J
- 77- -I0000 0000 Dees so ' = a 11 S 141 36 43 W % / TURNAROUND N 89°22 10 E
TN.ILIRD p e;pp n .3 I301°48 Ip./ m 120.58 m I I u,m- W N 92�f'1 AAA 1 11 \ ° " 1 -/ TEMPORARY \jam i 9*22' I
ADD160N I45 O I Mi 0 2 t4 .0 1 - 8 2 08 9 O I 116.0d ma`, q°3 p6 1 1 66.3711 1 / �/ EASEMENT(TYP) ly;
N o�aj ed�i e (24 07 E f Z ,j 11 1 y ° 1 N R,So,
�R o m I „ \ 1 N79 18 20 E I I I
_ °w_ 3 „b 0. ... 0.58 1'4 E 1 11 -�1 30.131 TEMPOR4R
-BLOCIf m -13- o o A �h \ ' a i 1 S I 1 / I I I
ao 96 . b S36°04'33"E 9• �6':r° / p°4 Q, 1 ,1 L- / I cRAVE�
MOCK-1 a- 100°C' `" 10000 ry 10695' _ �/2,0 \ 9 5.7 2 l�� e;.p. / 1 1195. 1 1 1 L_y I (R-of-5) m l
T- ° \366.95' 4 1\ \ 1 1 r� 379°IB'20"W 1 1 / R=a35)
wE N00°47 26 WI• 1i \ 08°13144\
I .:d4::;sa1 R=680.00' 45.061
l4 PARK /3 w y°°/ .(�. \ \
i� �_� 41 . , A-03012'\7 - I
1-�MA - R=256.10'' aa0 �� �\ \ N43°35'1 \ \R-521.0 I I I
--�� L=256.10 � Q d -- I
TNENTY-FIRST -, ° \ \ 60.00 \ L„29.14 \ \„\
AVENUE O1 A„05°16'44
\
n L =43 304 \\ \ \ 1\ °O1� °°\ 20 W14.1, 1 Ro
ADD/T/ N B 1 O
MATERIAL DISPOSAL 1 1cl I I I
0.• I I I 1
SITE
7wENT/ETH 0 AVENUE 3 � I
e I I I \ ���� ��------------------------------------- // � I
-I--i- (CONFORMS TO CONSTRUCTION
�\ ----�F; r--------------------
7B -- / I I
DECEMBER, 1987
I I I I
OD
259B.12'
76 I 77 1 a AVENUE Sanderson/Stewart/Gaston ENGINEERING INC.
W -�� N 02°03'S9°W NINETEENTH 'De CONSULTING ENGINEERS-BOZEMAN, MONTANA
!� 30' S0 NORTH 2647.68 ANNIE SUBDIVISION PHASE I
NINETEENTH o o S 02°03'59"E _' _ E -____---____ -- - - - - - FOR ROGER AND ROSAL/ND SMITH
T � �AMENDED�--�-- I -
AVENUE o T2S,R.5 E.,RM.M. --- --�--�- ~_----1 -3- 6508 651
S. Corner, 2, -A- I I I HOMES/TES I SUBD/VlS/oN BcocK- -1- 1 6d SLOCK- S r. Q �/�.
4: Point Of Beginning I Found Monu�' � I -eLppr- I I I I TRACT /5 1
/6 I '1 1 1 I fi 79 I COVERED i WAGON PARK
6 /9 7B rr 77 COVERED C/TY OF BOZEMAN, MONTANA
GRAF'S F/RS7� I t' I MAPLE I 17 I I TERRACE I I „ ST/BD/V/S/ON i II SHOWSIrES JIBDIV/S/ON I PARK I I h
S -1 N BY BEG. DATE 10-2/-85
+a REARRANGEMENT I ( CHECKED BY pK. REVISED 5-29-BtS
--- I i I I I I �( PLAN
APPROVED O.W , --
il�r
�I) SCALE, /"_/oo' PRW NO. _BZ 5151 SHEET(_OF--2-
I NOTE
BLOCK 14——
i I Motm�t ea(��) SHADINGINSTALLED INDICATES SIDEWALK THAT IS
1 I j 9�uasa..olE at aria S'wla Gorcrela Sdv b(rypcoE
1 ID'wag, Main 541
- (Not In Conroot)
NORTH--� TWENTY—SECOND a AV _
.
y_ 7 IOOA' - 100.0' cr 106 95' 1146,
8
i5' nn
Ram.. ; mm(1 k Nan SqI IrypcaO `8'. Q fryPmq yp"
° I Storae,a tane,c.P 11amD //t `Z`P W -BLK. 5-
S I ` II.=Fm nli Loc.t,on.
Sid..a1,
Immil.a I W END CURB B GUTTER,SIDEWALIt
I 2 SF. St° 2�29-T (TypK 0 2 (Npt M Comma)it.ris sowI NJ � ' 5 e PAVEMENT
C —BLOCK 13— J 3 ��� �"6 V ►�' a"woe,Man a Shen Na"e SW T.Imaan Gca.a1
= $ (Not In Contract) 3 ww.D-.'GuIM 6"WaM Man
I,d a —BLOCK (Q— S.. SId 2529.I w I Qonrma) �,
c a 2[ 30 sT.39 0
o a ,
¢ i I END OF CONSTRUCTION IR"Mlrw.
4 yt THIS PHASE h SurlAC Mg(TVp)
yS I \ END CURB B GUTTER, \ J
1 SIDEw LN B PAVEMENT
r � —BLOCK 2— AVENUE- N-
ProriaedV'DUch Fa Storm 29 0759
\ / Drpnoq Fran Erb Of Coroienppray
I F1a.Ism To Daylight B"SOmror S...r SbnoPld - Twnoround
SCALE Not in c/a»ron) CWt B Gurtw Eorm.m
(ryniooil
/ \ \ d WMe(Concr.l) 9ge.oW
t{ I PLAN: III = 50' -- yPKan
K PROFILE \ \ W
--- —J VERT IN = 51 28 s Ik 1 D.E2e.Eee.1 SInP.aN
HORIZ I Red Retlectw.
II =50t O
wl-IL \ Bloc —BLK. 4—
3 Paste IN/ 2"a B'k 24'Pkk*
Z - At Per C, OI Bozeman '
'r Z -1' \ DOW End Bonitade Detail 4
Dated Nov. 1986
SCALE;
Is
6"PARABOLIC CROWN SECTION NOTE PLAN I = 501
ALL PUBLIC
STANDARD CURB B GUTTER PRI+VATE�UTLITTYNOTIFY COMPANIES PRIORBTO PROFILE
BEGINNING ANY EXCAVATION 6"PARABOLIC CROWN SECTION VERT: III" 51
=
STANDARD CURB 8 GUTTER HORIZ I 1 50'
0+00 1+00 2+00 3+00 4+00 5+00 6+00 7+00 8+00 0+00 1 0 2+00
w - - - - - -
va
--_ —
- - v_ - - --- • -.. - - - _ -- - -- -- - --
E
- — s - - -- - -- - - _ —
-_ - ___ - - - _-- id = c• - _ - - -_- -- - - - - - - -- --- - ___ - - - - --_
mag
-- _ -- -- -- - --- -- - -. -. ma - - - - -- - - - -
F - - - -- - - - -- - - --
- - -- - --- - _ - - -
f - ---
-- - - ---- - -- .++ o - - - -- - --- -- --- - - - - -
1-ftem All
J.
--- - - -- - --_- -- - - - — -- - - -- - - - -- - __ -- - - --_
DE
_ _ _ __- Sanderson/Stewart/Gaston ENGINEERING, INC.
--- - - - - - - — --- - -- - - --- - - -- - - --- - - - - - -- - - CONSULTING ENGINEERS -BOZEMAN, MONTANA
_ ___ _ — -- --  -.- -- — - — - --- — --- — — -- — --- -- ANN/E SUBDIVISION PHASE If
FOR ROGER AND ROSAL/ND SMITH
- S. I. D. No. 650
- — - _ -
- - - C/TY OF BOZEMAN, W#rANA
v.e4.
_
DRAWN BY Ant" PLAN-PROFILE DATE ID-tLes
CHECKED BY PK NORTH TWENTY-SECOND AVENUE REVISED rz.t.ee
APPROVED.�2 STREET NUE
SCALE: AS SHOMA' PROD. NO. B2-52B-r SHEET-IL OF 9___
- N-
NOTE
CONTRACTOR TO NOTIFY ALL PUBLIC B
2 PRIVATE UTILITY COMPANIES PRIOR TO
BEGINNING ANY EXCAVATION
-BLOCK 12-
NOTE- I END CURB a GUTTER, SIDEWALK
T.-Pol."-d. Growl a PAVEMENT
O C•I'.•-.oc _ SHADING INDICATES SIDEWALK THAT
BLOCK 14— IS INSTALLED I Slr..r No.. Stan ,To Dor11+M 0.003 a Grad.
END CURB a GUTTER, Z 6"W01.r Main T.mporor GrovI
SiDE WALK a PAVEMENT 1.1 sG 7+09 Eno M / t. D 0 9 INor In ConlrOcl) �� -C.I o. r
SY..011 G
J Cwl SO GurI.r 1 Trpiccl I tN� RJcNT 12000' —
/ (MOnum.nr Bp - ,2aE Di lcn For Drvinop•
SS
TG••Af� SS,
a tilt - P OLE ,.DRIVE
T .
5'Wi0•C--f. Si0•w1.(T pl I) Y0'""(Ty T m
N T 1 Bo. I TYO c01) Ep..wm 12000
E� � �x(O� O 9 n l So•. Y y•R"1 PY I II w C
— \ _1 fis•'.rocVm2.lMryn
r Sow 'rbdV oun.r(TFp¢al)
INol 1m Cor (Not in Conrrper) WW I
15 _ 5'WW Concnre S.O•.pu
— 150 19 / Y ASS rA I 1 0 (TYpic01) --1.50.ECM of S.d..WY
— PARK
D CUNNIN Tc e" wpNr wpm(Not 1n cm.rrpcnl I ao'wia. ufulr. Ep..m.nl � 2
1 I -BLOCK 13-
-�-s� �. � 1 LLLLLLJJJ
r c L1S: rc..rAE :11"I Nm. I 3
Rip.1 TTpic•f) I I F
• I
L50.19 157.41' - 1 I
ENO CURB 9 GUTTER,SIDEWALK ID"Wo1•I Main 0 i 23 22 I I 21 SCALE'. zI..
9 PAVEMENT INoI In Conrrocrl
24 I 1 PLAN I" 50'
I PARK I I—BLOCK I PROFILE 22 I— 1
1 6"PARABOLIC CROWN SECT 9 25 I VER 1"=5 DITCH SECTION
G f HORIZIZ I"= SO• 6• PARABOLIC CROWN SECTION
STANDARD CURB 8 GUTTE STANDARD CURB B GUTTER
0+00 1+00 2+00 3+00 4+00 5+00 6+00 7+00 8+00 0+00 1_+00 2+00
E - wo'
- - _ -- _ -- - - - - - - - - - -- - --
dg
4�
- - - - - .� g - - -- - - -o -
O
p — — — —
U
O
2
W><
EM
r
E W
;+RR
4.
—4740
_16-
-- - - - - - = Sanderson/Stewart/Gaston ENGINEERING, INC.
-- - — --- -- --- - — - - - - —- — ___ -_ - CONSULTING ENGINEERS -BOZEMAN. MONTANA
- - - - - -- - -- — -- --- -- -- --- �• /
7m
ANN/E SUBDIVISION PHASE
FOR ROGER AND ROSALIND SMITH
S. I D. No. 6,50_
C/TY OF BOZEMAAS MONTA/YA
- -- -- - - — - - -T - - - - -- - - - -- - - - - - DRAWN BY PLAN-PROFILE DATE ro-zl-es
L.✓M
CHECKED SY PK` CUNNINGHAM WAY REVISED 12.9-e5
. APPROVED GAI14 a POOZE DRIVE a_i5-B6 5-a-86
STREET
SCALE: AS SHOWN PROJ. NO._81L - SHEET 5 OF e
NOTE
=CENTER LINE DROP CURB FOR FUTURE 20' DRIVE APPROACH
(CENTER LINE STATIONING)
NOTE:
CONTRACTOR TO NOTIFY ALL PUBLIC
B PRIVATE UTILITY COMPANIES PRIOR
TO BEGINNING ANY EXCAVATION.
I
Z—3nn!n- NOTE SHADINGINDICATES SIDEWALK THAT
IS INSTALLED.
2 �
\a 128 L F 5'.Id.
Siae.all,m tn�!
tentra t 24 25 26
3Q 23
27
• 2 • • 28 29
22 • , • 30
s 34. y a.l, 31 W
O 24 / 21 s wise con saewdYlrrvml • 32 33 W 3
0� PARK • 1 6000' I a.,: •
J� BLOCK �(43 2gyi ze�3' z4.z� 377I' a�, �6 • •
(_ . 63.33 -
20 .•., �� -'N a 6'worst in(Nor m Contract)
s �B1 OGK P 17
• g6. �..00 63 33 I
r8l5 � ��- 3.33' �
r \O•� t ,-. ♦ 1' - ......,... •.. .. 63.33 -- 63.33' 54.62 IZ36 _ - —BLK. 6—
•
25
hsl d'Woter No,.(Not In Contact) \ ).; ENUE
6 = AA nova I 9 c.. 1♦ —
'I � a 19 9 .-� 0 .- Cu D 6 rly(TYD¢olP.r' .•�"6 Cd11
/ Il -a 6 watW Mam(N t In Controctl ~6D.D3 � , rtory Sewer INot In
-= Q !re 1 0 -':,t,\ 2 • 3 Wide Double Gutter I W 0 11664'• 10386 1738 i 60
Street Nome sip(ryymol \� 4 3 " 5
a ��Ncn�m.m Irroicon � Jl .i„ 5� n. 5!Standard C.,b 48rg' it 1ti°� 6 4� C7 5 4
s GNtter _ V� \ 140 LF 5' W LpCK F
e+or - Wide Sme.a e d B 5 J
4•
/J �•� cnnrrecr O
PARK 3� `e
D " � OGK / Q
�BLOGK 69pz �r B _B` END CURB a GUTTER,
1 3678 66
IN
/I B PAVEMENT I I v
TPARABOLIC CROWN w 11 69.00 SCALE
S
STANDARD CURB B GUTTER
W 12 • • PLAN I"=50' \ /
6" PARABOLIC CROWN SECTION
II 10 STANDARD CUH° 8 GUTTER PROFILE
�
3 VERT 1 5'
HORIZ.i 1"•50'
0+00 1+00 2+00 3+00 4+00 5+00 6+00 7+00 8+00 9400 10+00 11+00 12+00 13+00 14400 15+00
_ in_n -
- - i
So d
—
_ '
15 W
-
-- - W47
__---_ E.
_ -1. - - - �^
A.W — I _ in .n f
{ _
_ a w
I
a.
_ -IS eo m,y•,w
1 Q011F06S TO QWSTR TlbN
DEPEMBER, 1 87 t
--- Sanderson/Stewart/Gaston ENGINEERING, INC.
-_- CONSULTING ENGINEERS -BOZEMAN, INONTANA
ANNIE SUSD/V/S/ON PHASE It
- - FOR ROGER AND ROSALIND SMITH
-- — S. I. D. No. 650
C/TY OF BOZEMAN, MONUNA
- - - — - - - DRAWN /Y ee6 PLAN-PROFILE DATe o-zl-s5
cT*"w w LOTTIE AVENUE RSVISRD 12 g es
Arr•ovSo-� F STREET 4-15_R6 5-29-66
SCALE: AS SHOWN PROJI• NpI e2-515-2 SHEET 4 OFF_
2���4L�F
/ "Arch CMP
At I
° INV.AT CR K
II/2"Minus Grovel// ' 20 FLOOR LIMITS
Tomparory Ratio Surf.. Inv.=2800
SCALE /Alternate NOTE a wix I.D.eP( T p 4 Of Emergency
Existing Gmune • CENTER LINE DROP CURB FOR FUTURE 20'DRIVE APPROACH 1¢To STORM 0-fiche
PLAN 1'I = 50' 2 I 2% // (CENTER LINE STATIONING) I took Bank
/ WATER
PROFILE Snipped TePoaa ry /y / IIII/ DBQ NnD zB� -N-
VERT III = 51 A / From Bar.. mn e'Twmpl Bo or Drcn NOTE
HORIZI III = 5OI \,Y SHADING INDICATES SIDEWALK THAT I ' See Sh-t Ba19 For
Existing Gaulxl TYPICAL SECTION WINDSOR IS INSTALLED. I FLOOR AREA I' x-SofliDe Ana Inlet
10,000 Sol Ft/ Outlet Detail And
Sta 2+00 TO I I+57 PARK I FL�B.00LEV Emergncy Ovarflor
8 OAK STREET
Sta.0+00 TO 3.35 1 1 z9
II
220 LF of 1 TOP OF DIKE
—BLOCK 2— T.mpmaryr°w G1 OUTFLOW
pl
OUTFLOW LIN // t
\ ,1 10 OIL 8 SEDIMENT SEPARATOR
`V Cut Ditch With 2:1 SS Cut de fac \ 1
IB 2v To Oa YligM Surkc ny(Mip Cp1) tl INV=26.B4 TANK Soo Sheet Bof 9
N V=26 72 56 0- 7 Storm Drain
.007L-I _
Street
� wz'�o;oa� °r°6�
9 S G IT p)¢ By Cont-for �c QpsgOd oa`e0J°O.S a, coo
w_ 20 1(/J To Outside 0} R/W
12 O E Form¢r's / ` °JpDa'g c�o°°a 4Npp°�oa°p a°o°•°;:.�-,'o` o '6 M r- I.
o u roery°„i,o �Ca- Remo.9d Abandoned Cone. oy°,JOO�°,L ��aoo Oc 21'9rpm Drain fi
S OAK STREET
Monument as
aoC He°d9a'e 8 Installed 40L.F \ CQ p°. a'd op°chp / J c r15R
—BLOCK 4— \\ •0 66'x 52"C.M.P. 14 Go.At o 0 J�p oS° S20'e Wide ros GSect Surface For Pork Access 6°'
° Radius
\ V O I%Sbpe bee Cross Sachon Thll Shoot 6
I I 32 L F IS'CMP o - V.> O•0-'1 Existing Curb Imtal36 40 LF of 105.09,
5'Wide COnc Sitlevglk(Typical) f1
alp, END CURB 8 GUTTER I / At I%Slope / I%SLO`R.C.P at
—BLK— 3' B PAVEMENT TTT((( �0' \ %SLOPE SKEW
¢ o
25 '. ;� �, p I1i57= 1.MATCH CREEK B'water Man
Temporary vel Gro 0 ra Edge Existing Asphalt
-I- 50�•.. Cul-de-sac a° Wit..2<CMP
Minu 7
6"-11/2" s a po CH d em
Y Bocon STf c
b 0 20 Wide Growl Surface a G.9"9Sat,- V`Ng
oM For Emergency Access e U / ST W
vv P Breaks Borriar Z,
>0 I "0y See Cities Section Thif Sheet ° v O/`.L TV WD B OtleSt 9 zc7 . oa ` Ikeak-a
Y
CSt dam STFEET Banne Estn9
Curb
` u op c, lall
(Typical) • O '
8''Wots Moon(Not In tact) °a ood O°Oda p a48 L.F M C,M.P, ro va aCr . Z
\ o O Z
At 1.10%Skip° OB / co
°a t - Q
•gyp c 60'Wide Tempary Emogenq / C
o a or
�T¢mparOrY TY/narOurm °C°a 0. °��Arc., Easement
—BLOCK 3— Easement
SCALE
,o Wrapped Drain mtch From CONTRACTOR TO NOTIFY ALL PUBLIC B / / PLAN: III = 50'
Carb 8 Gmis,To Berra" PRIVATE UTILITY COMPANIES PRIOR TO / PROFILES
a W Duch BEGINNING ANY EXCAVATION.
z VERT 111 = 51
a to6" PARABOLIC CROWN SECTION -00 VC__ „I HORIZ: I" =50'
- U e is ROLLOVER CURB d GUTTER �I
r _ E
ti Ug $
O+ 0-"r- 1+ `m 2+00 3+00 4+00 5400 6 00 7+00 _ 8 00 _ 00 0 11+00 - 3+00 2+00 _I+00 _ 0+00
11S F' GG - 'tq Q, round
Fsi -
- - s-- - w - - �� - RY ,fffss ROAD a w 'm O'",1OnW
_0. § >- 'Q'u7 - r.-.d ♦d - - FINIS B DE - - w_ _ - V - - P -
so
_ - - _ _ __ 1. �2.32 STEVENS S.
I 9.41 d -- - + _ m
NOD CN
- - STAY II.
WARPED DITCH -
2 SEC -
a SEE -
z
( - - - - _ - ed W zitc fpZTE OAK 9 EET I A FILL - _
No Boor 01 CH TO CUT
-- - - - --_ -- - - --- - - -�_ - -- --- - -_ - - - - - - - -- `- - - - - --- ; n --- ---- - - --
11
to
- _. -
n.� __ - - - -- e,s _ IF
O id
- - - --- - - -TT-
16TE- TCH 80 H SIDEI -OF RDA STAY N 9•
NC N
_rDECEM E , 187
Sanderson/Stewart/Gaston ENGINEERING,
INC.
- -
-
CONSULTING ENGINEERS BOZEMAN, MONTANA
t - ---
j ; `` ANNIE SUBDIVISION PHASE I
_ — - FOR ROGER AND ROSALIND SMITH
, -�- i S. I. 0 No. 650
CITY OF BOZEMAN, MONTANA
-�%— DRAWN BY BEG PLAN-PROFILE DATE 10-zl-es
Chisaw aF Pk- WINDSOR STREET IMSED
12-9-B5
A"NOVED "ydes STREET 4-/5-496 5-29-86
s
a
SCALE: AS SHOWN PROD. NO._ 5'S 2 SHEET—LOF 9
NOTE:
0=CENTER LINE DROP CURB FOR FUTURE 20' DRIVE APPROACH
: (CENTER LINE STATIONING)
16 15 14 13 NOTE
17 SHADING INDICATES SIDEWALK THAT
18 •BLOCK 12 IS—INSTALLED.
5'Wide Ccric,re Side-11,(Typ-1)
19 • S'.ndix,d
Cum 5 Gutter ypool) •
Lod 2* 606
20 • 4963.80
10
9
T,.�z 'V.ONx,Not.(Not 1.C-t,.t
0 )
'
8 7
31 45' 37 17' 746
?11 5A
0 4A
22 •
4'Sorpfory (Not In Cont-0 1 2!20
3A
2
0
2
12 10
13 9
14.
8 ,1�
23 14 — 21"Storm
BLOC
2— 0'
sk 6A
15
24 5A
16 .2.62 r.
4A
T
in 3 •
07 0c)
NOTE: :
2 , Street Nome Sign(Tpicoo END CJRb 9 J1 I E-
25 17 CONTRACTOR TO NOTIFY ALL PUBLIC
5 PRIVATE UTILITY COMPANIES PRIOR SIDEWALK 8 PAVEVi
TO BEGINNING ANY EXCAVATION.
IJj BLOCK 6—
0
P
18
monument Box(Typ)
... SCALE:
PLAN: 1 50'
PROFILE: WI-IL
6" PARABOLIC CROWN SECTION VERT 1 = 5
AVENUE
STANDARD CURB 8 GUTTER HORIZ I z 50'
w 0
0
+
0
000 8 i 1 11 00 2+00 3+00 4+00 5+00 6+OQ 7:00 9+00 10+00 11+00
- - I +Z, _. ___[_- F 12--00 13--00 14+00 15+00 16+00
__0.40% c.i
oo V.L t
Finifo t Gros xr o,
+
4
47 111!
3S OA +Id. +
58%
I uo
=77
Ex., round
4—
+
�.o
4735
—4-
55
t
--4—
+
_tONEORMS TO 004STkU
t-4 i i DECE'MBE-_R, : 1987
+
Sanderson wartl aston ENGINEERING, INC.
CONSULTING ENGINEERS-BOZEMAN, MONTANA
ANNIE SUSDIVISION PHASE
FOR ROGER AND ROSALIND SMITH
7
S. I D. No 650
CITY OF BOZEMAN, MONrAN4
DRAWN fff RF1 PLAN-PROF/LE DATE 10m21
CHECKED V LK' AIVNIE AVENUE REVISED
APPROVED STREET 4-�-66 5-29-66
SCALE: AS SHOWN 11"It0j. NO._9275I5__z SHEET 6 OF__9__
NOTE
=CENTER LINE DROP CURB FOR FUTURE 20' DRIVE APPROACH
(CENTER LINE STATIONING)
i
c�lsnxa e4'ssxrrMly 5c
OAK
STREET
13
cnurma u xno�c o
u
w
W
I W
z —BLOCK 6— 5-92
W - FN5 PAVEMEN.UTTEI+. 1
• umlomry .ravel
2 I • • 6tanoa o • Mpnumanl Bo. Cul-0t-Boc 1 1 I / 0
6 W 1 Moan Curb B e (Typ'c•I) 1
IN I I Conlr•c) (Ty—1) •�.0 •a
T.c:�..j� / — ` \ 60,E �L Si2,.�. J 6555 4173� 70b _
9 =
m61m
— —
3A CHAROLET m /D°9 ProrM•ODBcn F•r R�n.tt STREETUJI
.00
Trt _ 6 Doruant Fo.Dromoq• u
y ^1 wF[—B
,.. 1.0
Y \ 160 1160' R '�Bp 700 � Z
St 5. ..INoIInConlruct) ' \ ZTlmpprpry TurMrpunG
W1 33 VW 112'M.—Surr«any4AI 4BLOCK 2— IK. 5 1 I
I-
_ z � 32
I SCALE: n I w
PLAN 1 = 501 I Z
NOTE: PROFILE
CONTRACTOR TO NOTIFY All PUBLIC VERT: In= 5-
8 PRIVATE UTILITY COMPANIES PRIOR HORIZ: I"= 50�
TO BEGINNING ANY EXCAVATION
f" PARABOLIC CROWN SECTION
STANDARD CURB 9 GUTTER
0+00 I+00 2+00 3+00 �t00 5+00 6tOO 7 00 8-009+00 I t 0 11+00 I t00 13-00
m _ — _— _i w w
0.
W
v h ,
4740 w d W- - - v -
f
mw x`m
1 cda+ E e tlna - — — -- --- - - - --- - -- -- - - _- -
$ so - -
LJ-- -- - - -- -
Onde
4730, -
4725 - - 4-1
4720 - - — -
I
I I
SO CONSTRUCTION RECORDS"
DECEMBER, I1987 1 } {
Sanderson/Stewart/Gaston ENGINEERING, INC.
- t i CONSULTING ENGINEERS - BOZEMAN, MONTANA
ANNIE SUBDIVISION PHASE /
1 f FOR ROGER AND ROS,4LIND SMITH
— — — — —— ' — — — — No.S. 650
I. D.
CITY OF BOZEMAN, MONTAN7
_ f '
- DRAWN BY BEG PZAN-PROFILE DATE 10-21-85
CHECKED BY CHAROLET STREET REVISED 12-9-85
APPROVED I�/.'t STREET 4-15-B6 5-29-86
SCALE: Al SHOWN PROD. NO._82-515-2 SHEET OF--!--
TYPICAL PAVEMENT SECT/ON ANNIE SUB.
INTERIOR STREETS
NO SCALE
6" PARASOL/C CROWN
3"ASPHALT CONCRETE SURFACE COURSE NOTE
5'-0" 9' 2'-O" /I' I'I/2" MINUS GRAVEL BASE COURSE , THIS PAVEMENT SECTION IS FOR N 22nd,CUNNINGHAM,
-___ __ .--. 2�O" 9" 5'-O' /' LOTTIE,ANN/E,CHAROLET,POOLE, PEG AND WINDSOR
NEW CONCRETE
\ CURB B GUTTER 4•• ,
54 SLOfLF;�: \�}5/SLOPE
i� JI f,'"r-, 'f .r.vY .,. i,i o c,• �o� ob�.e?,c�oo';o� e0�� 000eo o e ji ,rr yr v.i../ r T<,r•'1- h\ !
r,.,'h o0000 •�,;, re�• tC�o 0 0 o�O.�`�ee cie o Oo� lOC1,c eC>o 0 0°o co c '.y��r*� \ -
oe eoo 00 FO:bolo 00o Pcro a o eU oo off• o,-°-",.., oo�,oc $
//4"PER FT. II w°a$ o o••� � _ � 1/4"PfR FT.
3"0!3/4° '—SUB-GRADE /l CONCRETE SIDEWALK AS
WASHED ROCK CONCRETE SIDEWALK AS STREET CONSTRUCTION 3"of 3/4 REQUIRED ON PLAN B
REQUIRED ON PLAN d WASHED ROCK PROFILE SHEETS
PROFILE SHEETS DETAIL
F- — Min. 10'-0" O, As Specified In The Field
RN-2
-OYMl 48"x 30
.
CLOPED 2"x 4"
i I
Notch Post For 1"x 6"
2"x8"To 12 I Brace At 45•
(Typical) .1 1 T _
•4
2 Each(- 3/8"x 7"Botts `� ".�` pp" I�x 6"Brace
(Typical)
I
I I•I 5 -
J
4"x 4"Posts 20" B'•
/0 I• --- I 1 1 I
I 1•I 45
29.5 6'0/3"MINU5 RIPRAP 2 1
TOP OF DIKE
4:/ 6 \
JYP Ground Or Street Surface
MAX WATER !
4'-10° ---{
SURFACE 29.00
2"x 6" Skids
28,00
POND FLOOR
EMERGENCY OVERFLOW DETAIL STRIPING: NOTE: OIL a SEDIMENT DETENTION TANK Floor of Storm
Red On White -Permanent Sign Face B Barrier Face DETAILS Warer Detentmn Basin 28.00
Orange on white-Construction Reflectorized SCALE:I"=3'
Placed Sand Bogs On Legs Of
Bo rrier For Support
"s. SECTION A-A
TEMPORARY BARRIER DETAIL 3.0
/0 6' 50, 6' /O' - 20'
I;F
24 x 24'
.� OPENING
FTT--- 7/l/ TOP OF DIKE 29 5 INLET GRATE B
—FRAME � S' 7.5 75' � ti
30 /� MAX.WATER 28,00 A MB.H.RING B COVER* C I}in._1 TYP SURFACE ELEV.= 0-25'
29 TO 0 5
�� a BP.V.C. SEE SHEET .Y-y `\_
2B-- — — — — 5'S7 DRAIN OUTLET SECTION B-B
SEE + 2 5 ai B /
SEE SHEET 5 of 9 .50 �.
2.0 INV.26.84
BOTTOM ELEV.=2B.00 ____ _
27 - -- — -- TYPE Z COVERS f OPENIN
PRECAST _� ,•� 60"1D. .,
SECTION A-A 25' L 4 t /`
A —60"ID RCP,/B C
. `>r�`.. .... SECTION C-C
•RING B COVER TO CONFORM TO
CITY OF BOZEMAN STANDARDS
/O' 200' 6' /O' B" PVC
�. .� CONNECTION
TOP OF DIKE=29 5 30e ROUND FOR OVERFLOW '
GRATE tv/ANGLE •`1}` `
0 0
FRAME PRECAST
30 f-4:/ SS TYP. MAX.WATER&&FACE ELEV.-29.00 I — EX GROUND
29
SEDIMENT STOWAGE AREA _ �—
Sanderson/Stewart/Gaston ENGINEERING, INC.
28 - - CONSULTING ENGINEERS -BILLINGS. MONTANA
27 BOTTOM ELEV.=28.00 ANN/E SUBDIVISION PHASE /
FOR ROGER AND ROSALIND SMITH
26 � , -- t S. LD. No. 650
0 50 /00 /50 200 250 "CONFORMS TO CONSTRUCTION RECORDS" CITY OF BOZEMAN, MONTANA
SECTION B-B DECEMBER, 1987 D.A,,,, Ely D.RA_ DETAILS
DATE /-8-86
- CHIFCK D n�P.K��'/ �EViSEO 5-29-86
E APPMOVED
E
SHEET OF 9 SCALE:As sHow,v PROD. NOL 62-9r5-2
y
y ,
ANNIE SUBDIVISION-PHASE I
I
1
I I P
1 I u;
-BLOCK 14- N- i EXISTING cREEx I
1 -BLOCK 13- ;!r•:P;_AT?��
1 U
1 V
I 1
I I 'Z J
END OF MINING WIDE(jAVEL I SO TRANSITION TO AGO
2.0' I W i ~
•�5 2-IBLF 2•"L MP AT GRAVEL S1gULOfl15
THIS CONTRACT ,'GRAVELY IB•of N MINUS • ' JEpg115TREET RECONSTRUCTION [a nlP! Q
GRAVEL) EXISTING CREEK GR EL >
eA L F OF EXIST ING IB'
GRADEDAS STAVED •U RCPREMOVED d.AM Tyut N1 S.E.CORNER, SECTgN 2 •N u
ly IAHK LA•c LINE
ENGINEER OFF PROPERTY 1 4SID 05RHAIT SURFACE [z.I LWR[—T [ [y r•u•mn 30' 3 I J
391.0� LINE 8S0 120.0' 895.5� ✓ [a•twrtL AR,r[ y le•xK o[nt IIII`
I
[xla[u LL•rn —_ -- *n or I [[.IROI RAIL rWya [x•la tLR ..
1 52 L,F IS CM wp SID!4 wv.t+.N [..ra•[•IaL[ITrn IrriY[xr nyL
r • , I a-A•LWI[[OI1tN EDGE Tf• 6SI a rNtr\IIYL•U LM[ --__-- __._ __ _ ____ �y - I t .--iA�___lt� I I`F=--�•.— E I -----
C) PAVEMENT.._ _ __.�.__-...-__ �•:_-_ _. ElC�.[�.MM-�)..-_... �-- •M -Y--\--� 1, _I I- - - 1�l-..- - !9 - .-T 1 � 1
_ nlram�T[aRy[Rr _ n•
[ - Nll1N[l LeMI _---- •— a.,t•ILNITAIR N•l• " ; [l l•N OI IWn1YB1I� I
- - ----BOO- -- --- ----- � - -- - - --- -- _ ---- -- -- --*—-- � --I,
---- ----I ---------- ---- ---------- - - --may -- - - -- - - -- - ---- - ----- - Yyw` - •------ �= a
_ _.__ �_ __ __._ �._— • ..\. .. .. .-! ^ l�r•tl[ _.. cav=vncve___ __ _c _ ---o wM_-- --.-__ - _ -_ - n�RML[a a.HRI,/ r� f
•_� _
___ _ Fw. �...— -..—... n IresloWT[..[ • �e _ _ e r - �n[7-[YI-wL MAIL[s�
PpI uWrlw[e.. _ �— K I1 0 OI Wr '11T0 d. y`19 7DA�• t 1 --
[y XISTING CULVERT �••O[I* •WIITN N•.et•�,• Ra MI` w•e,lp u IIIWW7 D2�W .I I n[AI[NR 1170=� q-t['Oc[ TC nK IITO \7 I [z II[[
II .�.[IIIL-- WMYOIT N N I I [[.U•CY.WLrQt I \,o\VI.\ MOYN[ I\
EXTENDED 10'TOTAL wvwta ux wv.• [y.Iw[ xre•Alrt n.Aww-INK
CONTRACTOR WARPED NEW 117D9� I �---11709� I [y Y•vALK
PLASTIC RION ROSTS STREET GRADE AT 13.5248 I I u , � CONTIIALTOR IU100ED NORTH I i [r o pTNTRACTOR CH TO EDGE OFF SIDTPE MI
NEW I I
•/REFlEC10RS EXISTING STREET GRADE AT 9 pry�pSgN
14100-6'OF NEW II/2 OONTRLLTOR RELOCATED UN ; L 1E90M TE BO%N'ITH 1 I yxi.wiv[[ I I ! oiw�wi�ei
MINUS GRAVEL IN WARP I OITCN TO EDGE OF SLOPE OF NEW I CONERRLTOR W?L% D u W'�INCRE�CeMA I I I •� I ROAD FILL.STRAIGHT GRADE ! I
ROAD FILL STRAIGHT GRADE DRCN T[I EDGE OF SLDPE DF W DITCH BETWEEN MVERT$ I w .ton m
SECTION pTCH BETWEEN INVERT$ I I ^ I ROAD FILL STRAW HT GRADE F'a-•S•T I I I I - I ,.
pTCH BETWEEN INVERTS I I
lr 2-7 I
> i ------- �lil
PARK I Q Mauox F:RIIT I ADUIT.." I I ! I
ILj _ I I I I 'f JRI; AiJi7i'flCdv .. I ' , I
1 MMT PAN( MaNUR k;n?!eD AL•LIT Q i I I rc
--------- r--------1-`
I I1 1 I I I I 1 2
PX OPEN DITCH
SCALE'
PLAN' IR W 5d 2
PROFILEI o
VERTI IN• 501 l
HORIZ= IN• 5' E
v
z
0
a
200�1IC. I V.C. IOO�VC. 100 VC r-
14+00 13+00 12+00 1 1+00 10+00 9+00 8+00 7+00 6+00 5+00 4+00 3+00 2+00 1+00 0+
ID OH
O N .
-- t _ - - - - -- - - Z!u Al
-
-�� -- - - ---- -_ _ --- -- - - -- - - 1 -- -- - --- __ -- -� - - - -- - - _-- - - - - --
- - w - - 11 - - -- - - - - - - - - - - - - - - __ -
414.1
E -- — — — — — — - — —
EIL
-- -- p OF t V4 � � --- - -- -- -- _ -- --- -- __ - -_ --- -- -- - - - -- -- - - -- —
Mir
- -
irk -_-- -- - - -- -- - - - _ - - - -- _ - _ - --- - - - -- - -- - _-_ - - -- ---- - 1
L OR idTCHE TO HFMAIN
__—
- - - -- - — - -- B R,.19 T
- - -- - - - - - - - - - Sanderson/Stewart/Gaston ENGINEERING, INC.
- - - - - _
- - - - - - -- - - - - -- CONSULTING ENGINEERS -BOZEMAN, MONTANA
ANN/E SUBO/V/S/ON PHASE /
- - - - - - - -- - - - - - - - - - - FOR ROGER AND ROSALIND SMITH
S. 1. D. No. 651
- - --- -- -- -- - - - -- --- - - - - C/TY OF BOZEmm,, MOWum
If
- - - _ - - -- -- -- - -- -- - - - - - — - DRAWN BY ae.a PLAN-PROF/LE DATE i-e-Be
��` • r L% 0mcK�M� ST DUF N SW ET REVISEDAPP S 29-d5
I`..: SCALE: AS SHOW PROJ. NO. eP-s/ems SKEET—OF 9
r \+•c .t._ _�.... _-_[!_"ems:.._ - . -L- `