HomeMy WebLinkAboutJC Billion Auto Plaza Subdivision GRAPHIC SCALE
DETENTION ✓Y, & Er r'II:
&PRETR'- -`. 'I
--�—
( R7 FEET)
I inch = 80 tt
LGT1
'ROVIDE DRAINAGE SWALE
DETENTION POND
w04.
o �r e s —w=i= s�`�
I �.(4' \
PROPOSED o
i HYDRANT w
Afe
J.
C. BILLION AUTO PLAZA SUBDIVISION
PROPOSED WATER & SEWER IMPROVEMENTS
3
,1
PREPARED BY:
\� GASTON ENGINEERING & SURVEYING
\It CONSULTING ZNGINEW k LAND SURVEYORS
uI 77 BOZENAN, MONTANA
�p FOR. JOSEPH & SUSAN BILLION
,EXISTING
HYDRANT
eE';
HYDRANT
I
1K N 1
INDEX :
v
i OT. 1END
CURB ENi"d PC 1 SITE PLAN
CURB
PC 2 SEWER AND STREET IMPROVEMENTS
AUTO PLAZA DRIVE/COMPETITION DRIVE
_.ASTING
—DRANT
w
PC 3 WATER IMPROVEMENTS
x< AUTO PLAZA DRIVE/COMPETITION DRIVE r..
at �
a
AS CONSTRUCTED 6/93
Imo— —
SUPPLY TO PROVIDE
SPRINKLER SERVICE
LOT 1 BLOCK
(OTHER CONTRACT)
AUTOPL.A7A D -AN Qv SCALE 1"=50 \
COMPETITION DRIVE PLAN
\ Z� SCALE-. 1'=50'
` U
NV wS
1` 4 Z J 0Ky1
a yl
too LOT 2 0N1 1`9w J� I
A' CONDUIT — a � LOT �� I LOT 3
G
FOR BYPASS ra-.r1, ` y .. a n'-
vf r�a
11' SEPARATION (TJ,
` of l�a OA g ` ___A -
/ p TO EXISTINC''
SEPTIC S45TEM
15' RADIUS !?YP C� R�
MIN. DIST. 11' _ - / �_�` '_`\ \ A MHN3 aS /(j / �\ •-z=
LOT 1 ,_ 1 e 1(A a -- r
�Q) EXISTING
STA 6+15 \ c.`, SEWER /'` - / •7.,
SERVICE
APPROXIMATE + +t`2}LF INSTAED11 / P __
A !1 a 4 SEWER .
l' P AREA OF ASPHALT 9' ETI T I ONy
�D� RVICE r a p _ ` w
RESTORATION U I�' N ) j�'J•�- \
/°' y a FEXISTING a
ter\ 30 LF INSTALLED CONTRACTOR TO USE I y -___ —+ � SER SERVICE n •�'1
i i U 4" SEWER TYPE 2 TRENCH EXCAVATION I �e' y� s+la LOT Z `�� "Y"" 5 ro ��n
G J
SERVICE WHERE NEEDED TO PREVENT
DAMAGE TO EXISTING
�X a if c 4
/ e CURB &GUTTER ° e,6 LOT 3
WELL HOUSE SERVIC
J i sy (OTHER CONTRACT) EXISTING MAN HOLE-- �" MHp2 it o pop
CONVERTED
LOT 2 \S ', LOT 2 LOT1 WD $< 100
LOT 3 STA. 9+15 rz as
/ a LOT 1 �� 30 LF INSTALLED
/ I 4" SEWER SERVICE
LOT 4 na
PROFILE. z—� HORIZ.1=50' -PROPOSED ASPHALT--- - PROPOSED CRA'oEl-
F
STA. 10+00.02 VERT.1=5' �
END PAVEMENT, CURB &GUTTER t z
INSTALLED STA. 10+08 BLOWOFF
ALLY
fi A3SEGBi.4 20' RADIALLY
p a � ✓ �I
-- - ---{- ----- - -- - _-- - -- - - - - - --- - ---- - --- - -- - - ----- - -..__ -- - --- -— - -FROM CENTERLINE
a W sl Z
-- ---a'
m
� Sly + � a
iJ
e�µ
_ ,n �� -,
-0.97; -
' ILL: PVI STA = 7+86.17 � 1 '
PVI ELEV 4829.W w 1
I I .I-r`�• r-----EXISTING ASPHALT PROPOSED ASPHALT A D 1 5B --'�- i"'I 482511 EXISTING — 11
K 62.97 I A) 0 11 GROUND 11
100 VC __. --_ ,0•, .. wU yUW I II 11
DIY ^ a F n q a h oi< 11 II
% ---------JI
r w i a + + eo uN 0 8.W" PVC ____ 800" PVC
W aN r- n 1 1
aNW o Q U M q N U U m II II II 11 Iw Ivy+m U� _41
in'�3 m 5 h PVI STA _ 9+25 Oa Fm
_-- +I U ?
a m F WPV ELEV _ e3o.00� W W "ate EXISTING WE MAIN
AD. - '.41 A 4� + m
n v``( m m K _ 71 03 F Y N w O U 1 481 S
4970 8' DEEP - -0-877, oai +p.727. - -69f. a N 3w + w g n + woo'"'
e x aa6 a> I
171 LF XISTING
INSTALLED
8,00 50• DEEP E
" PVC 00.69%
GROUND a II II `r fl,
2g�F ROPO ED SEWER MAIN 98' DEEP �; Z ' o Z8
.+ p/NST,gC +s 9 44' DEEP F w - 0 2 J z Fy = r!
O m
8 87' DEEP w x i z 3 .�
LF INS, 4805 w w Z z l
w a m 8.00`PVC,®1ALL
99R 142 LF INST�97
F 7
t
<u _ 8 00" PVC
4820 N o
N> j N V
Z 8` WATER + Z R o
d CROSSI 24 24.7 1O A N '��I
x r+ w OI Or h
M a � ;!�P 0+00 2+00 4+0'I
II COMPETITION DRIVE
ZZ STREET & SEWER MAIN PROFILE
~ N N ~ N O N� Zv0 m e AS CONSTRUCTED 1/93 STATION 0+00 TO 4+53.52
Z z W a �o m F �: I�, q Z=
I w � n
4810 Z x = > w ??? y GASTON ENGINEERING & SURVEYING
:i' z CON=?= ENGINEERS& LAND SURVEYORS
N7q^, SOZEl1AN, MONrANA
... -
' / J.6.BIWON AUTO PLAZA SUBDINSION A PLANNED UNII DEVELOPMEN'
PLAN &PROFILE
4+00 6+n0 8+00 10+00 GA.TON i - -- AUTO PLAZA &COMPEPTION DRIVE
SANITARY SEWER &ROADS
f•,gps pt' - --- - - ------ REVISED 3/9/93
S5,.
AUTO PLAZA DRIVE STREET & SEWER MAIN PROFILE _s I ORAAN 1.4_;.I _ aeT1 11 91
STATION 0+00 TO 10+50
Cr�f CAfC Pn BM DRAIMVB NO.:90-518-1
I
A24 NJ j0-51R � E-T 2 A� 3
r)
FXI:TINC, HfLRANT
BE I?A:%D I'
IN ELEVATION *A
COMPETITION DRIVE PLAN
SCALE' 1'-50'
—Az 4
A
t.01 I
LOT 3
EXISTING
WATER
SERVICE',
ql-
EXISFINL,
11. 111 KIAW k—1111
ASPHALT non. W."NI I'll
YJSTING NI wI'IW
I , I
�1� f Ls
EXISTING 41 1 1 c�
WATER ' R"CE
'W'11!'TER SERVICEf/ \ 0 i n
EXISTING WATER
SERVICE
WELL HOUSE STD VALE ION DR0j
PREVIOUS CONTRACT GUTTER
LOT 2
LOT 3 LOT 3
'A "4
LOT I WATER slu I,VICE
A RADIAL FROM CL
4
LOT 2 STA 3+11 %q
STA 2+10 2- WATER SERVICE RGv
2' WATER SERVICE 20- RADIALLY
0' RADIALI-v FROM CL
It U- L .i-11 10,08 BLOWOFF FROM CL.
DRIVE Lj INSTALLED
�,'tMBLY 20 Rl. RAOtALLI
CE14TERLINE SCALE:
PLAN:1=50' PROPOSED ASPHALT
PROFILE:
SCALE HORIZ. 1 5 0,
Z
PLAN 1-50' VERT. I
PROFILE: Z a
4
HORIZ. 1= Af N a it
VER T 1-5,
+ 0
I'QOFIOI�IED ASPHALT 6 2
ASPHAI-T 12
Iz:
+
7m:
4825 EXISTING
GROUND
+
+ I
It C <
0. V,
z C, V1.
z 0
ir 1_64 LF 6-DIP CL
+
+ N17
a z
w 0 w
v, 1 6 �1- I
<
> u I
1 6 4815 :5 0
01 u w 8 o
C-x z
z +
69%
+o 725a --AL-
5 +
'lie a) II
EX.-TIN
EXIST +x
CONTRA u
COVER W/ MIN. PIPE DEFLEC"S
•NOTE CONTRACTOR TO MAINTAIN
65' 1
8"DIP WA TER MAIN 0 0 1 ..m
(SEE MANUFACTURERS SPECIFICATIONS) m o .I_
+
PROPOSED WATER MAIN T Ij
1135 INSTALLED LF 8" DIP CL 51 4805 4
'l 0!
z
<
< v Z
z i s 40- 0+010 2+00 4 011-,
j o
COMPETITION DRIVE
6 0 z
to
WATER MAIN PROFILE
(Do- A
D S CONSTRUCTED 1193 STATION 0+00 TO 4+53.52
> it (,n o w --.D
M 6 CIO +
0 11
t + + +
+ Z-Df��? - 9 GASTON ENGINEERING GINEERING & SURVEYING
< x --w-w--
0 , �o + + F
In m t < CONSULTING ENGINEERS LAND SURVEYORS
< BOZEMAN, MONTANA
JC BILLION AUTO PLAZA SUBDIVSIUN A PLANNED UNII DEVE-OPMEN1
Z
AUTO PLAZA DRIVE &COMPETITION DRIVE
4+00 1-,+ 0 10+00 PLAN &PROFILE
00
GIRA1.13 M.
WATER LINE LAYOUT
REVISED
ItE AUTO PLAZA DRIVE CASTON DRAwv 81 RCH DAIS I I V/"7 SEDA 1'3/9/93
8/28/9.
WATER MAIN PR(-IFILE
ST
ATION 0+00 TO 10F50
CWCKED BTi BM ORA Wm;Va. 90-518-
Joe w 90::518 S.HiT7 3 __ LY 4
i
3"' SURFACE ASPHALT WEARING COURSE 2 - LIFTS (TYP) — 40' -f \ ...1.Ck'
�\ 5 ASPHALT BASE COURSE 2 - LIFTS (TYP)
`•--- 28'--- ------- --10' 28 -- 10'-+-►-------- 30'— --�
.02 FT./FT. .02 FT./FT. 4-.32 FT/FT .02 FT/FT-0-
'B t t >i••tY. Y.1 ! .Y f [° 3 .$ _ -- • -•H'_VD. -11" OF'1-1/2" MINUS _
Ir. " 3" ASPHALT CONCRETE �
SURFACE COURSE (TYP) GRAVEL BASE COURSE
(TYP)
THIS PROJECT I NO, THIS PROJECT_.
- CROSS SECTION
AUTO PLAZA DRIVE & COMPETITION -
`•1'." OF 1-1/2" MINUS GRAVEL BASE COURSE TYP.
SCALE: N15
CROSS SECTION COTTONWOOD ROAD
SCALE: NTS
INTEGRAL CONCRETE CURB 4 GUTTER
RoaowaY ,:AMGND BLACK PAN STANDARD CUsRBE&Ts UTTER DETAIL.
9 RED REFLECTORS. 3"
PAINT POSTS {�44• yL;M ; - NUMBER OF PANELS
AS NOTED BELOW WOJIRFD BY THE DIRECTOR OF
r_ '.aI is sl" r', 8' SCH 40 CONCRETE _ _ -- 9-'.h" NST NOZZI.t
26" 0o I • • • `3 1LLED BARRIER POSTS
• • -
24' � 0
24'
• • • • • • EXISTING GROUND 18-
34" r
--CONCRETE (TYP)
2" Ga1.aN:'FD
48' MIN P-'i, ',C-I1 L.cn _ d 34"
2 g •� 12"�,. --8" D. HEAVEY-DUTY STEEL PIPE CORPORATION STOP
FILL WITH 2O00 P.S.I. CONC. MUELLER #-15000 +
--2• BRASS SERVICE CLAMP 1
/ MUELLER 16000 SERIES
ROADWAY- -
PIFF S S R
GRADE
MINIMUM CO�E
I 30" I IN REBa,H AS SPECIFIED O� Opp KUPFFRIE
J6 I !! _ �0$� F JSHIN
Ll Li
WATER MAIN BASE MATERIAL �- MUE :til i .
6' 2" SERVICE LINE TYPE K H H
ANNEALED COPPER F00- 11
-n
BLOW OFF ASSEMBLY
NTS
-�- O DEAD END BAPRIC,_"_: _ DETAIL SCALE:
SCALE: NTS
ACCESS UDS �-'-24" --� ,- GRATE
Ir SS•-____ ____- 3' .-1/a A I/8"
24^ - - -
I , . . BERM --
NUTi POST NOT REQUIRED WHERE NATURAL BARB EH� V I " HASIN - CONCRETE POND
' I r 'AN / / Jil-
PAINT POSTS WITH SHERWN WILLIAMS F77L! br.,I,�+ 1_.. .` -.. !. v '
J DEPTH OF OUTLET STRUCTURE
V 6"
� ORIFICE
TOP YEW `ANCHOR BOLT IN CONC.
HYDRANT BARRIER POSTS _ S 1 SI°`'FS I - TO FASTEN DOWN GRATE
_ DRAINAGE "++%�.'�_ �r�
SCALE: NTS ------ o Dnlr�---n-�I DISCHARGE (T P)
oa'Ot` III III Ord ,• 24• —� r--20" I+-- q..
., .. •'SEE NOTE
I I Y-_ -_ BELOW
`Fp FPA•ION TAN
t-L�:. re J•.3 EDGING AND 2'MINUS 1 I 4"T
I I IrnS U I: I�frC,n TO EXTEND AROUND THE 4"
T _.a.
U I �DE o� o AND vRan DISCHARGE PNT EXISTING GROUND r 20'
BD a
'TOM. l\`
IL S 4 14:.ll..:NOOK
--------30' cuRB To cuRe D DETAIL BOTTOM LE °f L _.1._. 4
---� POND ELEVATION 6•_
r-f T! '• I nip FRONT VIEW � SI VIEW_
:.I E: NIS 6^J
FACE OE CURB TS'RAD. .•AREA 1 WIDTH-0.5'
/FACE OF GUTTER `\ NOEL. AREA 2 WIDTH-0.4"
THE MOTH WITH PROPO�
j \\ INVERT MAY VARY TO SA.'r6 POND OUT L'-
\\ � DESIGN REQUIREMENTS
VIDUAL At IND1PPLICALICATIOIO NSS SCALE: NTS /
FINISHED STREET SIIP
TO BE 1/8' TO ,14" Arf
AS CONSTRUCTED 6/93
ABOVE EDGES OT .
WITH CURB RETURN STREET SURFACE
FI+LiT AS ONE
IT CF
r 3 ly
Z GASTON ENGINEERING & SURVEYING
-� _► .__.� CONSULTING ENGINEERS k]AND SURVEYORS
BOZEMAN. MONTANA
SC.n'.F `ITS