HomeMy WebLinkAboutJC Billion Auto Plaza - Connections to City Water System I �
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BLOCK 3
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LOT 2
0.515 ACRES ;
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LOT 3
_ 1.348 ACRES
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LOT 3 /
BLOCK 1
1.371 ACRES \
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LOT 2 (( ® EXISTING PUMP HOUSE k WELLS
BLOCK 1 ) (DISCONNECTED FROM WATER SYSTEM)
0-974 ACRES I
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EXISTING 8" CROSS W/PLUG TO EAST I I SCALE 1" = 40
& 27 LF 8- DIP W/PLUG TO WEST
MEGALUG USED FOR THRUST RESTRAINT p
I LOT 4 ,� Q
COMMON AREA BLOCK 2
LOT 1 A Cr I
2.551 ACRES o LEGEND
-Q/ o le` I ----- EASEMENTS
PROPERTY LINE
CENTERLINE
1
a PROPOSED WATER LINE
PROPOSED FIRE HYDRAN
PROPOSED WATER VALV=
EXISTING WATER LINE
EXISTING FIRE HYDRANT
pd EXISTING WATER VALVE
I -a---- EXISTING SEWER LINE
r
EXISTING SEWER MANHOL
.bClTy Of BOZEMAN DATUM \
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LOT 1
i - 4.859 ACRES
BLOCK 1 - -
71
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�. —.. .•.•55 FgICE MAN
15' WADE PUBLIC ACCESS TRAIL
AND BIKE PATH EASEMENT -
IN LOT 4, BLOCK 1,
LOCATION TO BF DETERMINED
NEW EASEMENT
ih IAINA EXISTING GROUND WATER DRAIN
aLE DEED - -
-2932
EDGE OF ROAD
J. C. BILLION A UTO PLAA Z
~ 8� GASTON ENGINEERING
SURVEYING & SOILS TESTING -
° / CONSULTING HOXG 85NFpRHOZEYAN, MSU OI TYANA 597701IS TESTING R =
CONNECTIONS TO CITY OF BOZEMAN WATER SYSTEM
o T u (400) 588-0588 PAX: (408) 588-0509
- AS CONSTRUCTED JULY, 2001
BOZEMAN, MONTANA
DR WN OY: KWO
CHECKED BY AMF
DRAWING DATE, OCTOBER, 2001
3
o REVISION DATE: DECEMBER,2001
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NEW SOLID SLEEVE EXISTING GROUND
NEW SOLID ; NEW 8'GATE VALVE FUTURE SEWER CROSSING So S$ _
EXISTING SEWER SLEEVES _ (SEE DETAIL 2) I �Iyti f~il
STORM SEWER MAIN CROSSING �1~J NEW 12�8 TEE NEW 12.8 TEE .y W F
CROSSING (SEE DETAIL 1) Y' 25' --I 4�
NEW 8'
NEW 8" ¢ 78.5' - GATE VALVE NEW 12'PLUG `I_ �{I NEW lY GALE VALVE 6.5'min. 8"PVC SEWER LINE m
f.ATF VAI 8- I-10, - 595' I COVER 9.6'INVERT
O Tjn
9'RESTRAINED
NEW nRE '� \ LENGTH
HYDRANT
2.5' 18'min. 2.5'
NORTH CONNECTION PLAN 3'�(f EXISTING IY DIP ( 8"DIP } C7ccn m m
9 toe WATER MAIN
SCALE: 1"=20' - 7.5' e
SOUTH CONNECTION PLAN "m
THRUST BLOCK t O h
SCALE: 1"=20' AS PER MPWSS mw ro
STD DWG 02713-1 Vu v
DETAIL 1
z o
Q SC;ALE. NTS u
4840 z 4850
z
2 , F
O K F W ry
a0 w U> >
ma Q
4t, opop Mni s 4845 0 w
3 z 0
EXISTING L�.�z F Lp o a W
EXISTING o GROUND +o N Z w o _¢N
ASPHALT �0
N ¢w 'gip 2z
!/ U m N EXISTING
oz+;
4830 F-= — _ _ f 4840 0 ASPHALT E%ISTING z o
a GROUND o a O
EXISTING 15" �o _ uN
4825
STORM SEWER ------- - __
- 4835 - Exlsnec GROUND
EXISTING 1 '
EXISTING 8" 12" DIP
84.5 LF 8" DIP GATE VALVE WATER LINE
4820 4830 8" DIP
EXISTING 8"J / 12' DIP 6,5'mm,
WATER LINE aD EXISTI GJ B"PVC SEWER LINE
7MAINCROSSING
SEWER ao 8" 1,
JJ COVER 7.9'INVERT
a i Z WATER LIFE 9'RESTRAINED
4815 Y (SEE DETAIL 1) F- Na 4825 Z J�- a LENGTH
(O� U U C7 I U U m
m z �. Z°D V w FJ-
Z O U N Z J= N N O d> 2,S' 18'mh- 25' O
F n wdloo z wQ o' (n N
N] m O J U O w F D j Z EXISTING 12"DIP 1 1 O L.L)
X K O W dl Z U Q z 3 N a O Z Q N WATER MAIN 1Y DIP
4810 w '" ~ I�i1 4820 J v
d1 a10 N U N M W w o F a U D H U Q 0 aID 45'BEND RESTRAINE I' ___J Z
U U w Y Z m r - 7.5' - W/MEGALUGS(tW) 0
woo o Z�~o w; N ��No mix z LN~o w N THRUST BLOCK
Z O O y N Z a op j In a UO^ OU�_ w\O O AS PER MPWSS Z
3 N n n w x N o 0 0 0= o o I`= 0 3=N STD DWG 02713-I Q O
4805 u�a N �ma 4815 o vl N�a ^m Ina J M7w�a3a LJ
0,c °I�° aao,3, 0OU N N'Z{� Mein mwo 0�3f
o>w o 0o w of o oo1��I oo= oW,'n,� + oa
Qua a ad�a 0" a x Q�� Qom DETAIL 2 Q Q
H a V l F H\Q N X H H N N\ H(V Q N
DATUM ELEV 004 N In 3>a DATUM ELEV N w N N 3 a vi^3 rn ai In 3 v a F 1 N"-' O J LLJ
N
4800 4810 _ 0
m m po o Q m
M .0 Li z
N N O M M M O
a a e a e a < a a LiU
-0+28.93 0+00 0+50 0+84,57 -0+16.90 0+00 0+50 1+00 1+30 (f)
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NORTH CONNECTION PROFILE SOUTH CONNECTION PROFILE
HORZ. SCALE: 1"=20' HORZ. SCALE: 1"=20' C
VERT. SCALE: 1"=5' VERT. SCALE: 1"-5'
DRAWING No
00-501-2 AS 6UILTSAwg
PROJECT No: 00-501-2
SHEET: 2 o1 2