HomeMy WebLinkAboutSID 652 - Graf's Second Subdivision & Amended Blocks A & B PECIAL IMPR VEMENT ISTRI
T
NO . 652
TO PROVIDE UTILITY & STREET IMPROVEMENTS
FOR
GRAF'S SECOND SUBDIVISION
& AMENDED BLOCKS A AND B
CITY OF BOZEMAN , GALLATIN COUNTY, MONTANA
SHEET
N0. STREET
II N I. PLAN
2. LOMAS DRIVE-SANITARY SEWER
l u I L 3. KNAAB DRIVE-SANITARY SEWER
L \
,• �. � `1 `�� 4. UTILITY EASEMENT-LOTS 7,8,22 a 23
5. EASEMENT-LOMAS TO KNAAB SANITARY SEWER
i J
l" yi
6. LOMAS DRIVE-WATER
KNAAB DRIVE-WATER
8. UTILITY EASEMENT-LOMAS DR., O'CONNELL DR.,SOURDOUGH RD.
F__ 9. LOMAS DRIVE-STREET
PROJECT 10, KNAAB DRIVE-STREET
LOCATION
II. O'CONNELL DRIVE- STREET
Sanderson/Stewart/Gaston
w Engineering, Inc. VICINITY MAP
_1 Bu.'86..,... ..._ .
iBIWO Orion D-
15wiMryn mp Y115
_.. ♦nBi SY-ow
I!
c��1,
? 1 4°P '
7° 1' 0' E O °
131 z I \
Z N 4
\\ 15,299 S.F. `T 17I Iv III LOT 41 \\ /i SA
80���1 S/6°5q'S2 E S oo 3
I" 17,479 S.F. S 30°51'oo„ E _2= ��� 00. ? V. \ 6 �4e POINT OF
9z.8 'k- s' BEGINNING
I � --_ � IMPROVEMENT BOUNDARY \� s Oi' .,
E„
N \ \ \ A, O oil N 6662
p r3q ro °o` W v0
q O \
cp
a v \\ > gyp\ \
LOT 40 '4
N LOT 39
l ° 15,745 S.F. jp 9,046 S.F. LOT 3
S 28°29'52" E 13,384S8F " / /�\� S 2l° T'29E / 0���\0 \ OPhP BLOCK B
28.83 ti' / 36'0q S 46°4 4 v oo h 86,772 S,F
LOT 16 330°59' E BT.O e° O
25,879 S.F. 6z 3 LOT 37 /o p L
_ 33o°se' 14,152 S.F,
E KNAA _.�• Op'
�11 1' rm�---� sz x`/ /:, LOT 36 M O� O�e"' �^
jl ylg '1 N MH 12_ h;y �� P
1 1 I 330°59 O/ /3 9 S.F.14,09 °
91 331°0)'
as, pII �
330 se' LOT 35
30 i �j �szo _, BLS 16,217 S.F. "o_ LOT 34 // •'i�P 3�
qN S
I7,0 11 S.F // 0
W m1 I HII 10(p.
ry • I 1 �\ 'eq°q �
1e iu /
LOT 15 N1 �I LOT 33
/ e0
\ as ?
6r.0 ';0 4r
I I �{ 13,966 SF. W
(V 20,678$.F I I LOT 32 '33°Sil`
b I O 14,632 S.F
Z I in \0 4Tf 132. 9T
'� f LOT 31 Mq/4 e 4, 2�1"
nr 15,530S. / \ '\� MH9
31]°40 33goq?. l0 f \'6g°qs.
BLIC—
ROAD�� PU
ozo 93 l' Z MH 10
LOT30 �/ \ 0q _— — 1sz.e N \
18,042 SF. e°�^ /€ .•It\ N00°0235"E \ � \
0° LOT 14 • VE 'ors % F / / 154 4'\ /{°
ml, 14,477 S.F. 2 \ y, aq s _/ LOT 29 / / /' h 7
20,906 S,F / LOT 27
I '169.8 i� p \ N20°18'52°W• _ Mq]N -MHB as 3, LOT 28 E/'_ �F 16,5305.F. P j /
1 \e 27.66' Jqs a2 s 3sSo /` 18,014 S.F. g/ /WS // MH
W I II o 1 \ \'° r g•. BjeO� l / r/ /` w 4
�N \ LOT26 FW \q=\3\ 3 ; ` 0� IMPROVEMENT \� \\
"I LOT 13 \J \J8,122S.e � s Vie. IMPROVEMENT
/ \
c0 r 19,280 S.F
.\ \ ry l \ roq s i0q s' l l
—12-z
LOT 25
\\.� \�. , S. .3/ / �q6\s\. MH3 b�pj�0. A=44°11'28" \ �\
37 17839E w g oq _ R=388.I' /
N 28°19100"w N 47°2'5 -m' \ \� \ , I J LOT 24 roaq� L=299.33' / \
12,475 S.F —_326 41'-� \
A=08'12'04" 3s] •�s,. \1 2 O \ s —— 173.3'
R=173.20'
L=24,80' S 41°31'00"E \ \ \ / \'SOS° \ - I f 174.9 O \
LOT23 EIS w o I z
W I \\ A=22°51'00" \ I, �\ \ 12,376 S.F �,m_m-to �
R=209.00' ti/ \ 3 @@ LOT 22
/E \� L=83.35\ • y0/ \ ` Bl 3 18.974 S.F
TB=N 19-22-38-E I S
LOT II \ \ °o\ 62'K, ro
I 21,166 S.F \ ,� LOT 9 1 N2
5752 -
23,514 SF 1 �l �, 8 _ 4 '
/ \\
AS CONSTRUCTED—/0/88
�; LOT 10 \, ` I / \ Sanderson/Stewart/Gaston ENGINEERING INC.
n,284 S.F \m 'wl ' I LOT 8 \ CONSULTING ENGINEERS - BOZEMAN,MONTANA
\ Iw of I \
I � I5,I26s.F LOT 7 I \ SID No. 652 DISTRICT BOUNDARY EXHIBIT
N 32-48' 125 16,909 S.F \
00" W �
BOZEMAN 279.29 BEING A PORTION OF GRAF'S 2nd SUBDIVISION
CANYON ROAD N2s°I OB p W"A / \
(SOURDOUGH ROAD) 124.24 13zg' SITUATED IN THE N.W. 1/4 OF SECTION 19 T2S., R.6E., P.M M.
— — — — N 29°0300' W MH zzr / CITY OF BOZEMAN, GALLATIN COUNTY, MONTANA
N 26°43'00,W I DRAWN BY. E,._ DATE 4-17-86
EX.�/ a EX.STO CHECKED BY -'K REVISED:8/6/87
MANHOLE SEWER LINES APPROVED PLAN 8-17-87
SCALE I"= 50' PROJ,NO. 85-504 SHEET I OF I
\ o y
\� NOTE
Contractor to notify orprivateany
excavation public and
u companies prior to beginning any E..8"5—M.I. /
� excavation
LOT 33 LOT 7 BLK.3
,(v AMENDED BLK.A
2�v .b °�/• LOT 32 \�� /^\ 'P� :ro ■•w MH cs \
VO� � INSI,f,lr.i f.f. \\ // \ I•F,t°IIIL Q� / \�2O
<OM� ' Lv.+•.fl \ \\ / \� LOT 8 BLKI °.n.ao..r.-o.,. L
Q 'o, \ / AMENDED BLK.A o`' Y. \\Q
,�OJ )s • '�' LOT 31 ----- // LOT 9 BLK.I
b ► LOT 30B \ AMENDED BLK.A \ \ Q \
LOT 26 F / / SEE SHEET 3 )
FOR KNAAB SEWER uv w oe�• \ '
LOT 34 LOT 10 BLK I
AMENDED BLK.A °e � O \ \
1 ?J / LOT 29 B \ °
1 LOT 30A a.n.)o).r.i s,. \
ivv. of o• 11
s:vV1Cofi s+ /• / \ ,q. 0�
o ti \
'P, / / \ ."�Q .al ° •aa•)o).e•)s. AMENDED
LOT 25 / / �• / / \ es.«r M.H.10 BLOCK B
6
LOT 29 A
LOT)24 \ 0. asvlu Nr aol v' LOT 28 �te,MO MH9 )...r.as&
• I w.�o.o v.
M.HQ2 °.a:.. .r.a, / / LOT 27
A\/ ✓ / ';::::.0°.olv. Sow
LOT 23
M.H.4 SCALE:
� � / \\
\\ on.Sewer �+ \\ f00 _ \ PROFILE -50'
a
5'water Main I \
\ \ V E RT.: I 5'
HORIZ.: I"=50'
LOT 22
V
16+00 15+00 14+00 13+00 12+ 11+00 10+00 + 8+00 7+ 6+00 + 4+ grn3+00 2+00 I+ 0 0_+_00
FT o e
W O
+ .4 I 5000
- PIT0 9 _- l�IM=98R2
4995 � � a
IM 4995
PROP SED INI A
I 9.910 P
-- -- -- - - - - - - -- -- - -- - - — 8 DE - - - - - _ 120'DEE Ilr
a - _ .84' EP —
g 12.3 DEE
4990
a I INV Bf�.31
9�D +
• °i - - - - - M t m w 0 t 131.07 L.F.8" SDR 35 PVC
4985 NOR H thh. IN= 88.99 SAN,kWER _O- 4
4 8 6 1E IN IN 9 W. IN .OUT=
W 111$ ro y T INV.I N.=85.
1 } _
RIM BI.71 P __ -.I-N =83.2� INV. =83 9-
RIM 80.00111, nFFP
-
+ P — -- 4
O
RIM= 4.63 0
497 INV 76,06 z -
¢i
4
m
K1.4 'DEEP � z ,n -
y
975
497 --+— 1- - — _
IN% 5 —�' 1{ —ir- 4970
16.2 DEEP. ,
5P - - - -- f - - - ,as coNsr6ucrEo-ioi88
4965 cc
_ ` A — AS. -• - - i Sanderson/Stewart/Gaston ENGINEERING, INC.
CONSULTING ENGINEERS - BOZEMAN, MONTANA
01 hti _ - I I - - - — - - --
1
4960 - D.- — - - S. �. NO. 652
RAF
' 1dIv.w= .se wvV IN
ur 3r _ _ _ + B GAMENDED BLOC KS BA/AND B
I - -
I CITY OF ROZEMAN, MONTANA
Ll
DRAVM n�.�._ PLAN-PROFILE DATE 3-7-86
LOMAS DRIVE SAN/TARY SEEWERWER REVISED 716167
APPROVED '^S� 8151878A3/87
-
SCALE:ASSIVWN P"ll NO SHEET?OF7/
NOTE
\� ut�fy companies notify all
toblic beginning any
excavation.
\�LOT 41 LOT 9 BLK.I
��
AMENDED BLK A
LOT 40 LOT 39
LOT 38
O. .v.ci uo.o/v. LOT 10 BLK.I
.:
n /rA a.y•a,cr t/a LOT 37 / AMENDED BLK.A
Mz.3' t�[vrt[A,o.cv.
y .n
9'3 IA.t.w..a C.I. / LOT 36
-'? _ Kv.•s.,[ LOT 34 O
KNAA� —
MH.12 "•� �0• LOT 35Co
e
1
9e.0'
O M.H.II
< FU \\10�0
m
�\ n 3,
MH9
LOT 33 y \
p a. LOT 32 LOT 30 B / �/oR.a, oo \\
I o ~ LOT 31 / \ H.10
/ c
T LO 29 8 \ 1 y'
/ / IS+i e
20'UTILITY EASEMENT / /
/ / «
� SCALE
/ LOT 28 LOT 27 PLAN:\� =50'
PROFILE
SEE SHEET 2 FOR VERT. : I°=5'
LOMAS SEWER HORIZ.:1"=50'
15+00 __ 14+00 13+00 12+00 11+00 10+00 9+00 8+00 7+00 6+00 5+00 4+00
5020 1- - - - - - — — —
n
5015 -1 _ =I
- d
7.
5010
t2.3d17
w —+
8
p9 4w — j — - - —a - }
n I �_-
5005; - -I - - R' I — s
EP
- —�
In
Rim 99.92 - r -�- 5000
1 1 - _9 -
4995 Inv=9G61 sOq
»� o
1 ± 9 14� Q0,r
m -
� I 14.-8d-4i
eeu
4990 Inv.-91.36s i 4990
0 R 35xA5%;_
a.
.'
AS CONSTRUCTED-/O/88
49e5 1 —. Ire.it=95.30 Sanderson/Stewart/Gaston ENGINEERING, INC.
i I
CONSULTING ENGINEERS -BOZEMAN Mi NTANA
I'. O I in-B3'.89
49e0 - - - S./.D. No. 652
GRAFTS SECOND SUBDIVISION
} l Q AMENDED BLOCKS A AND B
CITY OF BOZEMAN, MONTANA
in
DRAWN er_,,_ PLAN -PROFILE s-7-86
DATE
CNKKED my KNAAB DRIVE [cvisIo 716167
rRovcD SANITARY SEWER 815187811;1
I
SCALE: PROD. NO. H-spa SHEET-3 OF
- _J
g
NOTE
Contractor 10 notify all public and private Piece Anchor
utility companies prior to beginning any Downstream Of &II
excavation
�,11 Trench Bottom
Rim =73.95 / / / �i, ti.�Into Undisturbed Trench
I p I LOT 8 Inv. =71.13 / II11/i T 8«rain r3 Sides (Min.)
LOT 8 Q �ii I
I I STORM MANHOLE LOT \\ Exc. IO'x 10' Pad / LOT 23 O \ I!� M Anchor
Concrete
Ancn«
STORM MANHOLE \ for Access to Monhole y \
I I 8 SANITARY SEWER 8"SANITARY SEWER
/ sem¢c•.o.oiv-rxv..vs.ao 0 \\ \
EX.EDGE OF I 2s00 �.00 °i \ -Rim: 73. \ / \ Existing Trench Wail
ASPHALT \`f1�, —�--- ----- Inv. 7i.45 45 '{� HI ' Y � "T• ----- M.H.2 9
y 1 20�WIDE UTILITY AND \ 20 WIDE UTILIT sr.vi�t•T O.O�M IWS..M.r!
I I 5 DRAINAGE EASEMENT AND
12"STORM DRAIN EASEMENT
JAGE
6" Trench Wall ---+y 6"1�--
� LOT 7 LOT 22 ON SEWER MAIN I I
Iv�i 5 LA55
AT
20 WIDE UTILITY AT LOT 7 I LOT 22
CENTER 20 LF C
I I PRESSURE PIPE I I T T
WATER MAIN Id WIDE UTILITY PIPET DIA. S� 1 18 Thick Concrete Anchor
I t.
STORM MANHOLE EASEMENT CROSSING I EASEMENT MAY VARY I
I t B"WATER MAIN EX. M.H. I I NV
I.
I : ` 6-WATER MAINI __7
j z32 _` �_ MA HATER /� __ `J I fi"WATER SEE
LOM SHEET
2 FOR i I INV.=29.60� � _ MAIN NOTE Concrete anchor to extend fi"into
/EXISTING /EXISTING I� t \ B Trench Bottom undisturbed maleriol inside woes 8
/, .�
8� WATbt M WATER MAIN IN I \ \ bottom of trench.
8,f I ___ \
CONCRETE ANCHOR DETAIL
\ I E M.H.4 NO SCALE
X.
STORM \
DRAIN \ North curb line Kagy BOO -
C
SCALE
PLAN I"=50'
PROFILE
VERT. I"=5'
HO R IZ.:I"=50'
w w
z_ z
J J
4+00 3+00 2+00 = 1+00 0+00 4+00 3+00 2+00 = 1+00 0+00
- 1 F F i
- lau,=71. 5 - 3 -
EP -
1 30 L F 12" CLAS 3 RC P ST
_ RJm= 7 i.95
_ t3 OPE
W LF CLAS 3 R -_-- — -- - - — -- -- ---- - —
STV DRAIN at 0.M - --
-- - C GAOI NO EX - --
- t - / ///
4 e - a * •
e ° —
_ "' cg- *.15,DEE Aid TI
M=P 13- R M - I Wit
Q - - -
LF S3 0 92
ot 0.
-24.1 xINV x - — rn S CfV / 8 -
x x O
W I 2 L F.B•sa 35 SA . a Sanderson/Stewart/Gaston ENGINEERING, INC.M CONSULTING ENGINEERS-BOZEMAN, ONTANA
a -
N
-_ E INV.=15. kw, t=lZl! D. No. 652
> Z 855
Q GA SECOND
MENDED BLOC SUBDIVISION
KS A AND B
on
x ! C/TY OF BOZEMAN, MONTANA
M u,
OtAWM IN PLAN-PROFILE DATE 3-7-B6
r]IEOKNO w Pile UTILITY EASEMENTS REVISED 7113/87
AR�OV[Dt�fCY� LOTS 7,B, 22 B 23 615/B7,9113167
+� SCALE: AS SHOWN
►ROJ. NO. 85-504 SHEET?_OF II
NOTE
Contractor to notify all public and private
utility companies prior to beginning any
excavation
\ M.H.II
LOT 13 _
°wee E m�ruy osemem \
Q \\ LOT 14
� \\ � fi"WATER MAIN 8°SAN.SEWER♦ , � 6'•WATER MAIN
= 1 0 T I I j+ '0 LOT 16 LOT 1s '
I 8"SAN.SEWER
f ♦♦
NI C �, LOT 17 j ♦♦♦ LOT;00 B
O A6e p0 t 6•WATER MAIN 20 WIDE 6"DEEP TEMP. LOT?�; re so, "zs W
E GRAVEL SURFACE THIS ♦ SS
THIS CONTRACT ea•I"—
°•q,, (NO SERVICES CONTRACT / ) ♦♦ say wee u+�l,+y E°se�r Cr
THIS CONTRACT) my
r 406 y �.w M.H.10
' 956 .H.
/ JJ 69 y.
LOT 10 I D'w,ae u+ely E°semen+ a �20 R\ary sTI' —�o;°° Q �, aa.,a.e °i•�a s" s. a
I **I-
Z
IS'R \ FLL, = O ♦♦ Y EDGE STREET
�,uu i32.2 J ,
♦♦ +es LOT 26 2'R 'I / LOy�9 A LOT 29 8 ♦♦
E vd' n2 6 � ♦
/ SID BOUNDARY B �/ II°,J• ISR
WATER B SEWER ,] i'tAN.SEWER 14
SEE SHEET 7♦ KNAAB WATER FOR
p SERVICE AREA � / I ,,
/ / LOT 41
- 2
\ LOT 33 / / SEE SHEET 6 FOR
ue.e E\\ \\ �Q� BEGIN TEMP GRAVEL
LOT 25 /SURFACE/ //� LOMAS WATER ♦♦
20 wme uO."E.—M SEE SHEET 6 / �� ♦♦
\\ LOMAS NUTTER FOR Q/Q ♦♦
LOT 9 \ Jf y= NOTE: Contractor shall provide thrust blocks at
LOT 40 all valves, bends over 11}•, tees, caps or SCALE:
ti� / plugs, fire hydrants and reducers. Standard PLAN: I"=50'
LOT 32 ¢
SEE SHEET 7 FOR Drawing No: Fire Hydrant, 02713-1, 02718-1. PROFILE
/ / \ 00
KNAAB WATER VERT. "=5' `a
/ SID BOUNDARY B HORIZ.:I"=50' x
/ WATER 8 SEWER
100•VC SERVICE AREA
10+00 _ 9+00 8+00 7+00 6+00 5+00 4+00 3+00 2+00 1+00 0+00 0+00 1+00 2+00 3+00
>
{ w - - - - EXISTING (ROUND Rim=06.9a
vy�. _. - - - _ _ EtE .-- _ �--
♦_ _. - d __ -- $; M=81.00 GR UND -
1111 I w � Y
- f J - _ _ - - - _ _ - - _
1D > W ' " '^ n w _ _ -_ - O ♦ .O D EP MI 0 I K1= .52
o a �' _ ro - - -- o RIM 74.78 .=7 00 I V.OUT 0.42
-
-
Ne
q� 4 , 40
� aIn
- 70 9F o
q i m
vC
- - - - - - - - - - -- _ — — z ' -
1 011N.COY ER
IN
w .al► a n w E fR Ts. _ _ _ _ -_ _ _ _ - _ IN.IN a 6 .77 e ; ,♦ u�
Ij
492 4 - -- - vv our 86.87
_— --
N W ti
I
Yy
I la1 W 9 / S ♦ + -_
- — — 4920 95N o �i0 95 —�
N
- - - 1 ♦♦i
1 0
WW M
4915 o
WATIEF4965
4 AN
I _
1 I
AS ONSTRU T -%O 88
— - - Sanderson/Stewart/Gaston ENGINEERING, INC.
O CONSULTING ENGINEERS - BOZEMAN,MONTANA
NO. 652
—'— —� - 4A GRAF S SECOND SUBDIVISION
f I
B AMENDED BLOCKS A AND B
I t ? CITY OF BOZEMAN, MONTANA
oEAWN n Z- PLAN-PROF/L E DATE 3-7-B6
CHKKED rr ' \EVISED 8/6/87
WW AIIIIOVED O'CONNELL OR/V]^ - WATER 8(f7187
i v 1-y SCALE:AS SHOWN PROD. HO. 85-504 SHEET 5 OF L
T—
NOTE �� �'/jPPy
Contractor to notify all public and private
\ utility companies prior to beginning any w'.w•a' \ / GP
\ excavation LOT 7 BLK.3 �+viEy':[oE' •d, /
LOT 33 \\ \ AMENDED BLK.A ELE{of EJ.Cvm Is G-1,
To
,w{nfmov[e"/s•rEr
fr
va�/• LOT 32 / r [LA" \ 1.
\\
2�v \
/4 [ .e.To••]•.r _ LOT 8 8 K I
(Q�� ]ii''.•n.[lfvu[ \ �� // � \ fT..l.00.acts �L
AMENDED BILK. +
K.A n' •n"'[.wcf \p
4S o��• LOT 31 // LOT 9 BLK.I \� j
\\ �� AMENDED BLK.A �\ \ �°' e ?. „ •,:. E.r \
v:rain sinvicc � � u.>•s•n c.r i � \
LOT 26 F qb� \ LOT 34 LOT 10 BLK I
AMENDED BLK.A O IT, E. \
i•A••'C V
J/••wi[. SCE \
]i:'wiu"Evic[ LOT 30
ITI
]N' T•'J•CO•E ..iCEJ/f wT[.f.... JN"JMnP']Ertvt[
\
N Te + i AMENDED S-
LOT 25 / / � / � QwQe `t9 it+?p�Q BLOCK B
3T. » , LOT 29+�
i". .,, E
\ / N"w•T[. 3[.vK!�/ iiri,w — .ATE.]E.viCF
/ LOT 24 LOT 28 a
Shia water service to /
Property Line lTypl / •�
\✓/ /// \ \� °'•, 8•Sanitary Seoer LOT27
\ 'r . [.vita / ]N'w•n]x.via �.
cp
a• 2505 �• SCALE:
\� LOT 23 / oo \` � S
/ /T.m.1. LI si-cir _ PLAN: I°=50'
{.00 f •�°° � m PROFILE
.
\ / 'Water Main I IVVERT I"=5'
Cbss 1 I NOTE: Contractor shall provide thrust blocks at oS HORIZ.: I"=50'
all valves, bends over 11�•, tees, caps or
\ / LOT 22 \ plugs, fire hydrants and reducers. Standard
Drawing No: Fire Nydcant, 02713-1, 02716-1. F
E
16+00 15+00 14+00 13+00 12+ 11+00 10+00 9+00 8+00 7+00 +00 +00 4+00 +00 2+V00 1+00 +QQ
_t.__
Lu
+ t/
I
A
Q �
m - 5
clom 5t D 6.1,Min c5ver
rn
wm ] M 3
Cmtrocv To Moirdair A M
6.5' ver er Pi Ma urea -m U Grade to h'
Plew aawo 8raoe o of _ 7�25 prow odeq a ov r e — r_ ___ _ _ __ _—_ 'c -
Eamaintain OR
-
- 1 - -- - - __ •m - - - -- _ ---
- as - - 6•, ftre, I W., 8
.y C p i O
Sir-
—N O Q \
+ �+ 2
__VR.
N N N N .S
t �+
49g0
- — - - AS GOIUST UCTED-/0/88
I e
—
_ Sanderson/Stewart/Gaston ENGINEERING, INC.
- ' Y da -~ _ Y o Y ' �" 4' CONSULTING ENGINEERS - BOZEMAN, MONTANA
m •� ? N l 4 1 1
1 ro a o 3 ' •• r _ t_ t.
S. /.D. No. 652
Via
GRAF/S SECOND SUBDIVISION
Q AMENDED BLOCKS A AND B
h 1O - --� - - - } -- - +— 'rI - - - CITY OF 6OZE44AN, MONTANA
DRAWN In .r PLAN- PROFILE DATE 3-7
B6
O*C1 FD n PW L OMAS DRIVE ttEVlsw 7/7/e7
A/►EOVED a- WATER B/e/B.&17187
S
SCALE:assnt7wn PROJ. NO. SHEET 5 OF //
NOTE
Contractor to notify all public and private
\ utility companies prior to beginning any
excavation. /
______ �� �� LOT BLK.I
LOT 41 AMENDED BLK A
LOT 40 LOT 39 �
LOT 38 /
LOT 10 BLK.I 8
C" LOT 37 / / AMENDED BLK.A
110.0'
F 13, / LOT 36 v.'.-IN.4tl,.
00 LOT 34 Qt
KNAAB - t•o - ,,,, LOT 35
�.01 /
B"Sonitary tr...m•t�r. Q.
99.3 fer_'Hain
1 — 37 „, /O!.
1 9e.0 0i_ • ,p4/
1,
•T•.•w�x•�t r )N"wTC,x,vit S
dt 11+45=
m Deflect wore man to mom oin \ n 3
min.Il separation between
water and sanitary sewer. • \
I LOT 33 LOT 32 LOT 30 ``/��� �•b / \
I / \
I LOT 31 �
LOT 29 1
154
8+25= / 6-90=Begin Joint Deflection. r;
End joint I I Maintain II Offset From C. 3�
deflection
SOMAS SCALE:
i
/ / LOT 27 / � PLAN: I"=50'
LOT 28 \ PROFILE
�I�f VERT.: I"=5'
/ NOTE: Contractor shall provide thrust blocks at HORIZ.: 1"=50'
/ all valves, bends over I1}•, tees, caps or
plugs, fire hydrants and reducers. Standard
/ \ Drawing No: Fire Nydrant, 02713-1, 02718-1.
I I
15+00 14+00 13+00 12+00 11+00 10+00 9+00 8+00 7+00 6+00 5+00 4+00
cS - _
�. . t a To intoin A Min mum Cf --
' + 8.5 ver Ov r Pipe ..sun Fro
New 1100wa Grade - -- - - --- - - _
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- - -- — - -�-- Sanderson/Stewart/Gaston ENGINEERING, INC.
CONSULTING ENGINEERS -BOZEMAN, MONTANA
q -C)
1 � _
I
V
+ + e 1 — - m w sr D. NO. 652
6RAFrS SECOND SUBDIVISION
cP 6rSx O:�
1 + 0A' B AMENDED BLOCKS A AND B
— — - -- — - -f - - --i CITY OF SOZEMAN, MONTANA
_ — DRAWN BY • PLAN -PROFIL E wrR s-�-66
CKCKED By AA,/_ KNAAB DRIVE RRVISRO 717187
A"ROVEDv� WATER 1
8161678/17/87
SCALE:AS SHOWN PROD. NO. 85-504 SHEET 7 OF fI
NOTE
Contractor to notify all public and private
utility companies prior to beginning any
excavation.
6" PARABOLIC CROWN
1' 5'-0" 9„ 2, O�� 2._0,. 9 5'0�� 1,
3"ASPHALT CONCRETE SURFACE COURSE
NEW CONCRETE CURB B GUTTER II INCHES OF 1-1/2 INCH MINUS GRAVEL BASE q"SJ SLOPE COURSE
\ 5 1 SLOPE
I/4�PER 1 - See Sheet 45ewer
y} I I i
FT - a. `P4 - `} it.. `.`-..'k I/4"PER FT.
3 INCHES OF 3/4 IN
-- —- -- �-
_ fi Water Main
SIDEWASHED ROCK CONCRETE SIDEWALK AS REQUIRED REDS ON PLIANK81 S
REQUIRED ON PLAN B; 3 INCHES OF 3/4 INCH PROFILE SHEETS. _ r
SUBGRADE I IO
PROFILE SHEETS WASHED ROCK I h
_ N
TYPICAL STREET DETAIL l0 I
(THIS STREET DETAIL IS FOR LOMAS DRIVE C 12'Storm Sewer
STA.0+06,8 to STA 5+001 I I= See Sheet 4 SEE SHEET 2 FOR
NO SCALE I LOMAS SEWER
O 8"Sonilary $ewer
Ex.Capp 0 8"Sanitary Sewer LOT 22
= C LOT 7
R 90" 5'0' 32'Q" 5'0" 9'0" R I f I Sleeve an Ex. ili a lid
Wa o
6" PARABOLIC CROWN Main fi'Water Main
EX GROUND \
DIRT BENCH \ I ize.e' __ a 1
3" ASPHALT CONCRETE SURFACE COURSE r — \�/ -- ---1-- lais'
I I INCHES OF -112 INCH MINUS GRAVEL BASE COURSE 3� _ 1 1 20 m Wide Utility Easeem
zi - -- /-zi 10
oatoN fx
h
'`SUB,,;4F,F k \
qGr \\ SCALE
PLAN:TYPICAL STREET DETAIL I I \ eO�L PROFILEI 50'
STA(THIS
5+4T TO END OF STREL IS ET a NAA E I R LOMAS K DRIVE) I \ e�QRO VERT: I"=10'
NO SCALE I \ HORIZ.:I"=50'
NOTE: Contractor shall provide thrust blocks at I \\
all valves, bends over 11k•, tees, caps or I
_ - plugs, fire hydrants and reducers. Standard I \
Drawing No: Fire Hydrant, 02713-1, 02718-1.
I -Do 2+00 1+00 0+00
L MA
t
----� - -- --- - —4 -— —t r I o - - - 10
` N0 0
4950
- VA- - - O -- - -_ _-
-
RDA :2t =e" r/4• — -
- - --1 - �- - - -
-- '•
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i t + �2 71e 2V 49 -
f Y
+ l 2`
X As Qansr F
Sanderson/Stewart/ as ton ENGINEERING INC.
O Z -
Illktttltltl' z � m CONSULTING ENGINF,ERS BOZEMAN,MONTANA
S. t!D. No. 652
—t Q GRAF S SECOND SUBDIVISION
1 � 3 0
1 -- _ 0 zm o B AMENDED BLOCKS A AND B
1 i t i d N CITY OF BOZEMA/V, MONTANA
- - -- - - 1- � - 0 -N
DRAM n PLAN -PROFILE DATE 3-7-86
CHMO N UTILITY EASEMENTS REVISED 71/3167
ANDDVED/wnKi_ LOMAS OR., OCONNELL OR, SOURDOUGH RD. e-18-B7.
I'
;AS SHOWN PROJ. HO. 95-504 SHEET 8 OF //
/ \ 5+reef ImpO+ement In f4se \\\ /
\
LOT 33 \ NOTE Contractor to notify all public and private con+�+By otnere q\
\ LOT 7 BILK.
utility companies Prior to beginning anyIlia
\ AMENDED BLK A
To L F. D2 CMR excavation cJ' a e\
To MgkD D th FWIee; \ \ ,�yq\ �S+ 33
Q ft..
L F Grovl1 T otaili00 s a 3yI
3g/ Rom PoVement To Grovel \ \ 9/� f P \ C 33 LF-Gulkr
C orelIbIes,drorY Rood \ 7� 4 S `a!1.1 Rsmow 52 LF of E.CwD B Gu110r
Lvv\ \ s'Tn�kl mel LOT 32 \ \ Fp
Gravel fOq \\ // \ \tJ' IS' O
Radius lTypl \
/OV \ 60te, EM q CwD. \\
\ Gutter B Agpnolt \ / 1
RIp'ROp w/3 Mmus TC.96. �% C
aGrorel. \ \\ / \ \ LOT 8 BLK. I / -oa sus
'( 9
LOT 31 \ \AMENDED BLK.A `y, o� e•
°s• ,,� eo / LOT 9 BLK I \ \ c=9B.91
\� c3 LOT 30 B AMENDED BLK.A \ \ rA� I. g d
Fu1we Curb /C+ // / \\ \\ / 3isBllto
B G.,
LOT 26 �su" F wl-IR
>, s• �/ / \ SEE SHEET 10 LOT 10 BLK I
C
LOT 34
` AMENDED BLK A
LOT 30A / LOT 29 B \ / , 1I Q'y `92�
11 9
e
8 Water MOin/FILL AREA
AOtiis Below 45 L.F 3'Wide
\ LOT 25 �' vaney Gutter +t9 TEi AMENDED
�� � q'QB � BLOCK B
•• �r�\4 � LOT 29 A �+
•�� I1y23.76=Type II Mleh
Rypl R 73.93\ LOT 24 Inr=n.4S 1 LOT 28 G"WOle.xro� `re=9e.ze S+DD=e.glnron Tein From on
y. i / �. 3T ro 32'Wide Street
5+41=Entl Si0ew01e Ba1D Sidee B Begin
r ay LOT 27 e'Sanidl Sewer •�,w 32'wide skeet
t
\ \ zSo 6
\ LOT 23
do SCALE
/ r�9
12'SturmDrom ,— �� 8 PLAN: Ia=50'
Mmn Wet., 1— - \
PROFILE
\ / LOT 22 / \ a VERT: I"= 5'
�\ / a�o110 t I I 200,Vic HORIZ I =501
8
I a
I6+00 15+00 I +00 13+00 12+ 0 11+00 10+00 ♦ 8+0 7+00 6+00 +00 4+00 9 M +00 ,u + 5_
m
Lit
9' w i.0
- - -J.
+0.68
se
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m _1
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-
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All
p �nn pp p 8 Y O D N N a G m S Ad
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1 1
FII A o On I ots 24 8 P
To Eli mote t ow Polo t With t
Wor�te
1 - - _
f e -
- - Sanderson/Stewart/Gaston ENGINEERING, INC.
1 1 1 I { CONSULTING ENGINEERS -BOZEMAN, A/ONTANA
- - i - - _ S. /.D. NO. 652
I GRAF S SECOND SUBDIVISION
a AMENDED BLOCKS A AND B
CITY OF BOZEMAN, MONTANA
DRAWN In PLAN- PROFILE DATE 3-7-86
ICRED BY LOMAS DRIVE REvtSRD 6130187
AnROVED &''4 STREET
1
SCALE:a55rawN ►ROJ. PVQ es-soa SHEET 9 Off
NOTE
Contractor to notify all public and private
utility companies prior to beginning any
excavation
—————— �\ LOT 9 BLK I
LOT 41 \� AMENDED BLK A
LOT 40 LOT 39
40 r F Grovel Trane,ton LOT 38
\ Temporory Grovel / � �
20'vnde G'Tbice 12♦70r End 01 / Y
LOT 10 BLK
\0,\
\ Grovel sort«e care,wtt.r a smn rSect .y LOT 37 / AMENDED BLK A
O /
roves Section
n � peabalt G 162.3 elanurnent / /�
Z a(TYP)
110.0' Bo
't 92.3' / LOT 36 a
1e� TC 12.99 B Sonlbry Seer LOT
Water Ma,n �
rc:"6s 99 / LOT 35 LOT 34AAB
/
9e.3 — Tc:12.� \ ' / O�Q
1 Future curb B 6 Water Main 570 Y/.a i 1.6j 3p. b
w`u r, pa. — �e a 5—tory S.—
rn u. n 3. /
e"
LOT 33 LOT 32 \�'00 m 41" \
I « `
I LOT 30 B \ *r-s.�6 45ei.cau Wide \\
LOT 31 \ ov
Tc=9e,xe //
I / / LOT 29 B \�-7 15041 Qy 7o rL R d+ae
b
LOMAS a santdry seer �v
0R/VE / I / \
/ ! LOT 2T / 6W91er MO•n \\
LOT 28 SCALE
/ I SEE SHEET 9 PLAN Irl= 50'
PROFILE
VERT: I°= 5'
/ \\ "=
350 V.C. �~}' 15d V.C.- f- - —117q'Vc- -Iced vc -1
HORIZ I SOe
r
15+00 14+00 13+00 12+00 11+00 I 10i00 � 9+00 8+00 7+00 6+00 5+00 4+00
-
g a
e6 A — r
14.
-- -- - - -Let I -- - -- - - -
g '
0 w x rr Q+ e
Finist ed Grad -
-- _ o 0 o
_ -- - --
- 69
092
Sanderson/Stewart/Gaston ENGINEERING, INC.
COAMLTINO ENGINEERS-BOZEMAN. AIONTANA
S./.D. No. 652
GRAF/S SECOND SUBDIVISION
a AMENDED BLOCKS A AND B
CITY OF BOZEMAN, MONTANA
DQAWW n PLAN-PROFILE wn 3-7-86
ow«w Will, KNAAB DRIVE "VIS o 61"187
",Nov"— STREET 615/87
SCALE t AS SHOWN ►ROJ. NQ 65-504 SM IT 10 OF //
LOT 13 _—
Q 1O'Wide Wlrly Ememem —
\\\ LOT 14 f
\ l
= LOT I I LOT 15
0 Zq a 16.5 LOT 16
LOT 17 1
Ag.
II
/ 12 CMP I
s'W 56 L F.
♦♦` o iom Ins
156 20*Witt '
WitM 6�"Thi TMte 40 0
i e Gro.et SWf—
65 d
// J3 61.1
LOT IQ � ID Wi4 ulil;ry Easemem � 671
�• ORIV
LOT 26 + 132.2
e.8 -
112 5 /
F UREECURB LOT 41
LOT 33
LOT 25 ` O /It 11
20 Wrde Utility Eawment 6pn TWngxery / /
\ G..ol Section./
LOT 9 \ 40L O T—noon 1 /Q
It SCALE
// LOT 40/ //\\\ \\� Y LOT 32 I PLAN III= 50'
B.rin Tamoo.o.r /
Grovel SMion w/
ohf de T.o.non B PROFILE: =/ otn side:. ERT 1" 5'
100'VC / HORIZ 1"=50'
10+00 9+00 12 8+00 7+00 6+00 5+00 4+00 3+00 _ _2_+00 1+00 0+00
-- ---� -- -- - - e - a - -- -- -- - — - - I -- -- - —
ru w
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935497 —
W y w50011 -
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up
rr I r
W 1 r W 1 1
10 • W W _- ___ — - � 1 —
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a
_ 1 I W M J r 1 1
� I
a W .
4920
. 4-
du M f W 1
�♦ I W ; ♦ - 98 -4- - 4985 294945
-
49W _ — _ 4980 50i5; �— +- �- +-- 0045
AS CONSTRUCTED /0/88
f
—� 7o^' 75 — - 4975 5010- -- -— ;5010 Sanderson/Stewart/Gaston ENGINEERING, INC.
CONSULTING ENGINEERS -BILLINGS. MONTANA
S. /. D. No. 652
GRAFyS SECOND SUBDIVISION
- - - - .-- -i - ;- - - - B AMENDED BLOCKS A AND B
y 1 _
1 1 CITY OF BOZEMAN, MONTANA
_L DRAWN r PLAN -PROF/LE D„II 3-7-85
CNFCKFO n - O rCONNELL DRIVE vivisjo 615187
AnrovtD.-fl�A6L STREET 8ve-87
SCA[F'A—g0w1v PROD. NO._65 504 SHEET li OF