HomeMy WebLinkAboutSID 649 - Annie Subdivision Phase 1 ! u
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SPECIAL IMP RO VEMENT DISTRICT
NO . B S
TO PROVIDE UTILITY IMPROVEMENTS
FOR
ANNIE SUBDIVISION , PHASE 1
CITY OF BOZEMAN , GALLATIN COUNTY, MONTANA
STREET INDEX
SEWER
2 NORTH TWENTY-SECOND AVENUE
1 ` PEG AVENUE
RAJCi j«�e°C_M 3 CUNNINGHAM WAY
SandersonlStewart/Gaston .r i
�`.``� POOLE DRIVE
A Engineering, Inc. a BOZE'MAN 4 LOTTIE AVENUE
5 UTILITY EASEMENT
6 ANNIE AVENUE
7 CHAROLET STREET
WATER
` 8 NORTH TWENTY-SECOND AVENUE
PEG AVENUE
9 CUNNINGHAM WAY
All r A= 1 11POOLE DRIVE
10 LOTTIE AVENUE
VFMIrY MAP 11 WINDSOR STREET
12 ANNIE AVENUE
13 CHAROLET STREET
STORM
14 OAK STREET
1 ANNIE AVENUE
I
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N 00°44 43"W Z
I/4 CweeS Section 2 50.00'
T 2 S, R.5E.,PM.M.
Found Railroad -
Spike N u
°D N N 00°37'S0 W 405.35'
0 OD O y 140.35 In
f` to N O
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8 PARK
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14 29 0 4 0
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r nc+..•-Jcrnwr✓- _ I um+ 8902 FP q5 Z e IQ YO E 1 / 1 'M 1
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` _ 41°55 24 ° O \ \ e ' " _
MA �= R=350,00' a0 `ti \ \ o , \ A"03 12 47 1
npv I L \ N 43 35 1.eW \R"521.OQ LEGEND
L 256.10' \ \ 60.00 L°29.I4 \ -
-� ICI I Sanitary Sewer Main �--nr><Nrr-F/Rsr � G•05°I6'44 \ \ 1 1 � I I
AVENUE L"43.30 09' \\ \� 11 111 11 i i i I I I Manholecn Water Main -
Fire Hydrant
ADD/r/ N
I 1 Gate Valve -+-
/ /B 1 1 1 II I i� I I i I Reducer --�-
BLAa-r- 11�f- I tl_ I i I 1 1 I I I I I Plug B Thrust Block
Cap -e
Storm Sewer - •
7'N'ENr/ETN AVENUE 3:
---F-I tiSAN I I
e _ I I \\��-- -------------- --- 30E EASEMENT SEWER i N89°32'44E
50.03
\\ I 1 _ �/ 1 1325.92'
IaacK- I-'- Z I I I \� I I - ------------- �/ t I N 01°31'29"E
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---- ----------- AVENUE ea::°.,ir" rr.rn
B I 7
h4 I I I I I
RS.S 0E.1,°P 3M.M1'.2
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N 02°03'59"W NINETEENTH 2647.68' E.I/4 Corner,SecJon 2. N1/16 Co
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section 2,TS Tp, Rom'
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NNETEENH o wlt capo02003'59E AMEN,
/� _ --- - 3-
AVENUE R ' I -T I I I SUBDIVISION Bccr--WAGON01SE porn T2S -A_ PARK Sanderson/Stewart/Gaston ENGINERINN .
CO -BOZEMAN, MONTANAOE
Point Of Beginning Found M TRACT/ I V£RED VEREDCONSULTING ENGINEERS
fa s /° n I n r7/s PN
GRAF'S F/Rsr SUBDIVISION HCMF AR ANNIE SUBDIVISION PHASE
MAPLE SUBDIVIS/ON I 1 I
REARRANGEMENT I I--- I I I - FOR ROGER AND ROSAL/ND SMITH
I S.I.D. No. 649
C/rr DF BOZEMAA( MONTANA
CONFORMS TO CONSTRUCTION RECORDS I ' <DRAwR BY BED DATE BifoiBa
DECEMBER, 1987 } CHECKED BY RK. PLAN REVISED 69-26-85
APPROVED 916
SCALEr /"_/00' PROJ. NO. 82-5I5-/ SHEET_I 'OF /4
I
r 450
i —BLOCK 14—
iti rfl.. ATE
366.22' V � 3
I 149.SS'
i
I � 10 WAFER PAIN
M.H.22 MA 21 _
NOF TH-� TWENTY SEC ND AV
FUTURE STREET IMPROVEMENTS / fl�K
100.0' 100.0
� d 106.95, 114.63' M.X.20LtJ fo i.roi.r rf.s. rf.f o.or/;iNvfaoll cr S' SANITARY SEWERP, ,L. p � 31 P.ovfnT Lint tf L.[rf.f.Lm (TTv.I 2 I 2 fgvlt[fT 041/:IMR•Y.II
4 ; i1 IW —BLOCK 13— O 3 FUTURE S IMPROVE�N�
-1 ru BLOCK 12— 67.39
_L� I I rl f[4VIC[ 4T 0.01%',MVn l4M .9
�.-ATIR MAIN \
i F 4 CAP END 1
'i IE n AVENUE SANITA
RY SEWER —N—
\ —BLOCK 2—
L I Y p ( 1 6'SA sEwSEWER6-I; I STUBBED FBD A TO T PROPERrY
\
•1 IN : A. 0.004Y' 29\
[#C r _F
SCsd
ALE
t; I PLAN 1 AN I�� = 501
PR I W I I
-__—J OFILE \ \ 28 I VERT = 5
HORIZ I° =501 \ II OII —BLK. 4—
NOTE:
g_ Z �� CONTRACTOR TO NOTIFY ALL PUBLIC \ II II
� B PRIVATE UTILITY COMPANIES PRIOR
TO BEGINNING ANY EXCAVATION.
NOTE
ALL TYPE I TRENCH EXCAVATION SCALE:
TYPE A BACKFILL THIS SHEET PLAN: III = 501
PROFILE
VERT II, = 51
HORIZ 1° =50'
0+00 1+00 2+00 3+00 4+00 5400 6+00 7+00 8+00 0+00 1+00 2+00 _
_ 1
FU URE F ISM F GRADE II
I EXISTI Q D 1
—_
{����� - 5.4 �DEEP1
EXI TING OROUN FU URE F ISH 9 iG_ 1
RI :64.4 ( - - I.Y.I =38.10
2
9. 'DEEP
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WE
It
IM- 97 - - --_ .w
F - - -
RW.= 149 9.9 DEEP
a 1 3 - -- - _ _ - _ _ - EGAVE UE _ - -
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3 --
-
0 T=50.
-- - - - M ER 19 7
m __�L
NO TH T N - EC ND _
- Sanderson/Stewart/Gaston ENGINEERING, INC.
CONSULTING ENGINEERS -BOZEMAN, AIONTANA
- - — - -- -
ANN/E SUBDIVISION PHASE /
FOR ROGER AND ROSALIND SMITH
4
S.I.D. No.
-- CITY OF BOZEMAN MONTANA
- -- - -
oa 1
- DRAWN n eFrr• PLAN-PROFILE w,rE eizoies
ry PK NORTH TWENTY-SECOND AVENUE REVISED 9-26-1J5
B PEG AVENUE a s-es.5-3o-a6
-SANITARY SEWER-
''o
SCALE: AS SHOW PROD. NQ R9-5/[-/ SHEET_ZOP_S4
- N-
NOTE
CONTRACTOR TO NOTIFY ALL PUBLIC 6 II 2
PRIVATE UTILITY COMPANIES PRIOR TO
2 ANY EXCAVATION.
NOTE
—BLOCK 12—
ALL TYPE I TRENCH EXCAVATION
TYPE A BACKFILL THIS SHEET
—BLOCK 14— $EMRE AT o 0047* �—
Nv..4— Q Z
\ \ I Ill 6"WATER MAIN ��\
11 3 FUTURE STREET IMP OVEM NTS / Q 12000 / \
POOLE DRIVE
w r"I"
/
8'SANITARY SEWER 120.00' \ /
Q o � WA s I I
FUTURE STREET 1MPROVEME ITS
Q B"SANITARY SEWER I 1 U 296.58
M 50.I 1 19' 0
f PARK S"SANITARY SEWER
8"WATER MAIN
11m. CUNNINGHA�iA- M.«.IB 75. m 2
B��6ANITARY —BLOCK 13—
SEWER STUBBED MH -� _ �— —•—T I I
TO PROPERTY. Ig 3d WIDE UTILITYI
SO EASEMENT
I 57.41
130.19 10"WATER MAIN 0 I
23 22 1 1 21 SCALE
I m 1 1 1 PLAN: I =50'
24
PARK \ SEE SHEET 3 OF 14 ZZZ
PROFILE
I \y 25 —BLOCK I— 1 I VERT. _ I"=5'
I \ I I HORIZ. I"=50'
0+00 1+00 2+00 3+00 \\ 4+00\ 5+00 6+00 7+00 8+00 0+00 1+00 2+00
---
i
= 1 j
FUT FINISI rGRAIE
RIM
I - . _ 1• UTU FIN E GRADE
a xl -+— EXISTIROVND _ _
9.69'DEEP RI =3399
+--
1
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50 65
RI a 50.51
IL TA INV.1 =50.16 Y SEwEW A-T —
1 -
_ tNv IN=48.33
— 9 12'=P
IN.y
P OL RIV =
-- -- - CONFORTS 0 ION R GO DS
- -
- Sanderson/Stewart/Gaston ENGINEERING, INC.
J CONSULTING ENGINEERS -BOZEMAN, MONTANA
f__A
_ -A
_-_ - ANN/E SUBDIVISION PHASE /
FOR ROGER AND ROSALIND SMITH
_- - - - S.I.A No. 649
P uL C/rr OF BOZEMAN, MONTANA
EL
DRAWN ry L.✓AY. PLAN-PROFILE DATE ei2oias
Zo Ni 2= CHOKED p pK. CUNNINGHAM WAY REVISED 9-26-85
A►►60VED(:;,Mc, 9 POOLE DRIVE 4-15-86 5-29-86
u„1jONu��yu+ -SANITARY SEWER-
SCALE: AS SHOWN PROJ. NQ 82-515-i SHEET_._OF 14
T
NOTE:
CONTRACTOR TO NOTIFY ALL PUBLIC
B PRIVATE UTILITY COMPANIES PRIOR
TO BEGINNING ANY EXCAVATION.
I
� NOTE Z
ALL TYPE I TRENCH EXCAVATION
I TYPE A BACKFILL THIS SHEET
\p
I 23 24 26
27
Q / 28
22 11 d F FUTURE ST EET IMPROVEMENTS 29 30 31 w 3
21 •.t sE«vla 1Too1 ! :�jICE`�T aolY ax lo..r r Z-V f 32 33 w I I1
24 �0-b }e'w 3glt«r�a Wool sNv never aoY SExvlci Day EE-y
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ao.o sa.a. I I I
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h P
AV EN.- z E E 6 1
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Y.e. (v 4'•.a.tEmla AT oa' ►l. y3 15 00
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\ 10"WATER MOAN 19 4°� l:E.r.!•
2 p} 1 N1.1 f • 1«K•♦I.1• !.a.lEwvICE aT oaf/ M' 11793' __1�--
\x6, •-a•. Anci 9 •Mlu AT o.ah/: le
p «Y..4TN 11 EAR.r t•. 116.64 103.6fi IZ38
.N IB 1p }\�\ NRrltl wql{,Y 2 •EMIOE AT O.II/.IMr•!TN 1, TA ! EJ
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PARK i °55 M.N.6 + 2°A }A�\°' 0c I y
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I ra�,YAvu AT 66 w...•.N
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a:E.r.fat. 69. u.•'•.a SCALE
19
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semi.[AT o.0'." IRv.••a.at
12 I«r.•.•..I PLAN I"=50' ,
10 PROFILES
f'r N 11 VERT. 1"•5'
HORIZ 50,
\
0+00 1400 2+00 3+00 4+00 5.00 6+00 7+00 8+00 9400 10+00 11+00 12+00 13400 14+00 15+00
j I —
I
1
RIM=54.26 3
i 1
t 1
7.T6 DEEP -._ _ .�1 {. 1__ _ ___ _ • _ _ i - -_ 1
89E DEEP RIM,' ,58 RE Fl ISH E RAGE EXISTI I
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S.4'DEEP
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INV 47,34 5.27 DEEP
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INV 46.46 .77
INV.= S.31 6 R 4T 10 L 5.01 EP _ I 11NV O T•25:
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---- - -. - - - --- .- —_. - - SEPARATION
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41CCXOFO M Td C NS tR I N REC R
f-A - --- _ - Sanderson/Stewart/Gaston ENGINEERING, INC.
C010.4ULT1MG ENGINEERS-BOZEMAN, MONTANA
-- -
- ANN/£ SUBDIVISION PHASE /
FOR ROGER AND ROSAL/ND SMITH
- -
- - -- = O TA x l''o
-- _ - _ ' C/TY OF BOZEMAN, MONTANA
- — _ _ -- 0lA1YN F e.e c. PLAN-PROFILE DATE 81ZO/83
�nPK LOTT/E AVENUE REYl9ED 9-26-85
S✓-' � AMflDVED -;&'I 4-/5-B6.5-29-86
S"MARY SEWER-
1Wln\M•WIK'
SCALE AS SHOWN ►am NQ OZ-5/5-/ SHEET a OF N
\I
�\ WII IS
PARK —BLOCK I— �
SANITARY SEW EA
\\ MA 116.00 II 16
\ I — -------- a
II —BLOCK 2—
SEWER SERVICE ` 22 —
SEE
SHEET 3 OF N \
\ 30 WIDE UTILITY EASEMENT
\\ 17
2—BLOCK 14— 8"WATER MAIN `
\ 23
< 1
SCALE
NOTE PLAN 1"= 50,
CONTRACTOR NOTIFY ALL PUBLIC B VERT: I" 51
PRIVATE UTILITY
PROFILEY COMPANIES PRIOR TO
BEGINNING ANY EXCAVATION. HORIZ: I" 501
NOTE-
ALL TYPE I TRENCH EXCAVATION
TYPE A BACKFILL THIS SHEET
2+ I 00 0+00
sla BID
- - - -
-- - _ - DEEP
a.
4,z6
VEE
— -- -— - -- -- -- - - - — an .S Berson/Stewart/Gaston ENGINEERING, C •
- - -- - - CONSULTING ENGINEERS-DOZEMAN, MONTANA
- - -- - - -
- AWIF SUBDIVISION PHASE /
- — -- -- - - - _ i
FORROGER Ahi7 ROSOL/An SM/TNS.I.D. No. 649 Y^
C/TY OF BOZEMAIU� ww{/�A�
o — - - — --- — — -- — -- — - - - DRAWN a ✓rw✓aec PLAN-PROFILE DATE B/PO/e!
17fEC7tED Rr PK. UT/L/TY EASEMENT REVISED 9-26-85
�f ylSipNA AuhRovED _ _SANITARY SENfR- ¢ls-B6.3-lO-B6
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SCALE: AS SNOW PROD. NO. ez-a/s-/ SHEET OF14—
17 16 I 15 14 13
IB BLOCK 8'SANITARY S R
STUB TO PRE-ERTY
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TYPE A BACKFILL THIS SHEET =
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F \ 8"SANITARY SEWER
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