HomeMy WebLinkAboutEast End Commercial Warehouses EXISTING FIRE HYDRANT / / / .5 �T•
ARROW BOLT ELEV-4794.94(PROJECT DATUM) EAST END COMMERCIAL WAREHOUSES IERIN
ARROW BOLT ELEV-4810.31(CITY OF I IZEMAN)
PROJECT LOCATION, SW %4 OF SECTION 9, AND THE NW%4 OF SECTION 16,
EXISTING NEITHC LINE _ I T.2S., R.6E., P.M.M., CITY OF BOZEMAN, GALLATIN COUNTY, MONTANA saonA�E
(� SAW CUT ON EI IDEOF-W ATER�-MAFPFTRENCH-
CONNECT TO EXISTING COB WATER MAW /'� p AND SOLVENT WELDED.ABANDONED IN PLACE
APPROX.STA:0-28 / m
I Q' EXISTING WATER SEVIE LINE I STEEL DECK FORM MAY BE ONE OF THE FOLLOWING:
6"GATE VALVE /'3 S To BE REMOVED AT THE MAIN
STA:0-26.89 AND CORPS TO BE REMOVED
#4 Q 12"GC VULCRAIT::TYPE LIE,26 GAUGE,GALVANIZED,32"OR 33"COVER,I"
-t
b
6"SOLID SLEEVE REPLACED 6"GATE VALVE % OT LOCATED DURING CONSTRUCTION) TOP&BOTTOM DEPTH.
#4 10"C/C
(LINE BROKEN AT STA 0-27 RESULTING I C°l 6" I I" TYPE 0.6C,24 GAUGE,GALVANIZED,UP TO 36"COVER, "DEPTH
IN THE MOVEMENT OF GATE VALVE \��� \ O
FROM STA 0+00 TO STA 0-27) �, 2-#5 N
ASC PACIFIC CONC.FDRM CF{",26 GAUG13,24"COVER,GALVANIZED,{" �
2-p5 DEPTH
EXISTING WELL S CONC FORM CF 1{",26 GAUGfi,32"COVER,GALVANIZED,1{"DEPDi F V (M m m O
:0+07.99 TO BE - d
STA
FOR IRRIGATION ONLY + �! \ .e�� -_)' \ #4®I2"CIC METAL SALES SPAN-LINE 36,24 GAUGE,36"COVER,1+"DEPTH,
2"TAPINTO WELL 1 ��:"�'/ 1 \_ a GALVANIZED.
CASING REMOVED AND PLUGG ml �, v j' / IS"
DESIGN LOADING:
#q @ 10"C/C 36" HS 20 TRUCK AXLE WITH 12"GRAVEL FILL OVER
BOTH SIDES
24 4 X4 @ 12"C/C HS 20 TRUCK AXLE WITH 5'GRAVEL FILL OVER "
/ I 5" U
¢x 6"INCREASER
/ STA:0+20.00 c #4(d 10"C/C
E ST715�G ATER SEVIE LINE �J�\ /I
d REMOVED T THE MAIN
� 80 / )
II , II . 6" 1.5a"
245 12"COMPACTED GRANULAR FILL Mo
ti (2"TAP .D FROM MAIN 8
0LINE 2t5 N U
1`F
i'
N U Kt03
ti []
o �C`��oti'p� / •� J.: � I I !/ r i I SCALE:l"=1' (A J4
WATER MAIN CROSSING co
\ CONCRETE BOX CULVERT OF POLYSTYRENE INSULATION
SEE DETAIL THIS SPIFFY AT AT ALL LOCATIONS WHERE THE CENTER LINE OF THE DITCH
CULVERT INTERSECTS AND CROSSES ALL WATER LINE MAINS.TO EXPEND
IF / 6-FEET ON EACH SIDE OF THE BOX CULVERT AND 6 FEET ON EACH SIDE
OF THE CENTER OF THE WATER LINE MAIN.SEE DETAIL THIS SHEET. a^
SEWER CROSSING
APPLY T SULATION AT ALL
`_` LOCATIOONWHERE THE NTER LANE OF THE DCk 5
_"` CULVERT INTERSECTS AND CROSS ALL SEWER LINE MAINS.TO EXTENDQ N
]'%)'CONCRETE // // ggg
BOX CULVERT / `1/1/ i`\ - i \/`/ // OF THE ENTER OF THESEWER LINE MAIN. E DETAIL THIS SHEET. a��+
T06ECONSTRUCTEDIN PLACE \\ __ _ __ ___ /` • 'S Vl ,n
SEE UETAIL'IMkESSHEET `/ -- :�•.'__ ":a
UTILITY MAI N "" 6-INCHES ABOVE PIPE OF TYPE I PIPE BEDDING
PLACED IN 6"MAX.LAYERS AND COMPACTED
/P 5 �7�• HYD �P .+ `` I SCALE
I"-q THOROUGHLY SEE COB STANDARD DETAIL U
KIP O'WB- ELEV=4802.46\ - DRAWING NO.02221-1 �^
ROIECf DA'Rlbi) --�' - ` TYPE 1 TRENCH EXCAVATION PIPE MATERIAL F[of
4"SEWER SVC LINE
BOLT ELEV=491725 \. I BOTTOM OF SVC LINE ELEV:4794.68
—— OF BOZEMAN) c STANDARD FIRE HYD ASSEMBLY&TEEf "
3 W/WTEGRAL GATE VALVE&BOX W THRUST / I TYPE 1 PIPE BEDDING 8" AW WA C-151 CLASS 51 DI FINISHED GRADE GROUND ELEVATION STA 5+60.76
(n _ c> TOP OF WATER MAN ELEV
BLOCK W/MUELLER HYDRANT DEFENDER I TYPE A BACKFILL
EXISTING GROUND ®CROSSING:47'LEV W
_ DEVICE(TYP)STA:3+20.79 I w O
c� TOPOFPIPE ELEV:4793AO \ �� I 0+00 1+00 2+00 3+00 4+00 5+00 6+00 V. O
wO - ---- STA .!' I I I I I I 45"HORIZONTAL t BURY LINE.ELEV:4800.50 \' I I
BEND W/TFIRUST 8[�CK 8"GATE VALVE W!1'HRUST BLOCK I
4804
STA:3+3 94 :3+25.00 TOP OF PIPE ELEV:4793.72
cn
IA R ELEVA799.96 ,. 4802 Z
I-INCH SVC LINE W
STA:4+63.16STUBBED LOFT OFF OF WATER MAIN _ -- __I-- _ t-____ CD Q
..
-- I •% RIM ELEV:4799.64 `. :. 4900 Z
� I I INSTALL TOP SECTION OF VALVE BOX .. --{-_ _-�_ __+__ -�-_ __I-_ __ _ _- --�_ _-.F__ _4-_ __-- _____ O Q
J h
I - 22.5"HORIZONTAL BEND \\ &ADJUST TO FINISH GRADE c 7 I 4798 O ~
Q W(THRUST BLACK
STA:3+6.03 �� � \ :-. '" c- I .. --(-- --I-- __.�____�-- _._ - - � = Q ZLLJ O
!I„ 1 N
J. PIN- SVC LINE srA:a^. \\ \\ ,.\ c I ?• 4796 _1STA:_ Z.92.EiQR_ --L-- -�-- - - -- - -- --I-- --L----1-- --I-- -L-__--
3 ED I OFF OF WATER MAW _., y I _ G TION NLY Q [n az
—� !� ELEV:4799.81 / .. 4794 ---_ _ __ - _- _ - _
U TI.TP SECTI 6PWALVE Box :. I I •L }j Z
\ . Ibi
.. r W
A1)NS TO FINISH 47 _ o - _ - -- -_
-} LLJ Do
N\\ I 9z Btitl I I r 1 c s sl Dl JQ � o
•• 4788 8"A A -151 CLj SS 51 _ _ _ _ _ _ __
\ -- - -I - --t - -- --I-- =-1 ----- Ld : Q
a7s6 � W �
1------ 0 >
478 Z
C-)
-
�.¢ - -- -- - --�- -1-- -I-- --1 - - I- -�-- -� - --I-- -- ----- N
a
\.
\\ 4780.00 0 O
\ ssSVCCRossIN' F W Z ad
�l \I oe a aga <� a i"� n•�
\ N/� STA:5+60.76 / Nmo < oW�a <Wa ' a�zz y0.> N> a <> > � y> °> °> g o
y� 3 0°^° p ° 9,X yww a1y _ ]a ° °Wi ' w I— cal
Aa$ cam <w f~a ovnw W u� ti ❑� > c yw �w w ww m ., w> wFr aai �a °°� 3y 3a 'x w Q
a'// � of °5 w ° wg �< o� x�i >���y o °z° z° < < W
_
R ma ° Q ua o « & m04
w� w6 z� o ° a0
r ° �sy3 >
DATUM: PROJECT DATUM %il� \�1��J� a a 0 y` F' x`� °°c F' z� u
COB DATUM=PROJECT DATUM+15.37 0 �`� J P� W M - 3 SHEET
NORTH
SCALE I'- 3a .,3o IV a 3a 60• 90 NOTE:ALL CURB BOXES SHALL BE LOCATED 10'
.. �a a a o a e o a v g
FROM THE WATER MAW TO MAINTAIN AT LEAST _ S
CONTOUR INTERVAL I' 10'MINIMUM SEPARATION FROM THIN BUILDING \-
FOUNDATION OF
�'-�' PROFILE SCALE
SEWER MAIN&WATER MAIN CROSSING /
BOTTOM 1 8"SEWER MAIN EAST END COMMERCIAL WAREHOUSES
SS MAIN STA STA0+0+11.95 ELEV:4787.4
8"WATER MAIN TOP OF PIPE STA:11+19,49 A
TOP OF WATER MAIN ELEV4785.5PROJECT LOCATION SW %4 OF SECTION 9. AND THE NW %4 OF SECTION 16
216 W' /" EXISTING 4"SS S C LINE 9
SAW CUT ONE EWDONED IN
TRFNC_H > >
IS AND SOLVENT WELDED.ABANDONED IN PLACE _ T.2S. R.6E. P.M.M.� 5 CITY OF BOZEMAN GALLATIN COUNTY, MONTANA
/
8"TAPPING TEE AND VALVE m 0
AT EXISTING 6"WATER MAIN TIE-IN / 3 22.5°BEND(HORIZONTAL)
STA:11+36.57 VALE RIM ELEV:4793.64 �. STA:9+96.22
THRUST BLOCK BEHIND TEE e' EXISTING WATER SEVICE LANE
x E REMOVEDS T E REMOVED 45"BEND(HORIZONTAL)
DURING CONS ON) STA:9+64.65 OO
SEE CITY OF BOZEMAN N
EXISTING WATER SEVICE LINE STANDARD DRAWINGN0.02718-9
n
TO BE UTILIZED.. -- '
m � (r
3/4-INCH SVC LINE STUBBED IOFT OFF OF W ATER
/ x MAIN STA:91+26.66-RIM ELEV:4796.89
INSTALL TOP SECTION OF VALVE BOX -
�$ &ADJUST TO FINISH GRADE U H
314-INCH SVC LINE STUBBED IOFT OFF OF
H STI.{G ATER SEVICE LB40 WATER MAIN STA:9+17.33-RIM ELEV:47%.68 z i
REMO T THE MAIN INSTALL TOP SECTION OF VALVE BOX
,,mac, fi REMOVED &ADJUST TO FINISH GRADE W o n z
(2"T D FROM MAIN a =m g
u L SOUTHEAST) STANDARD FIRE LIYD ASSEMBLY&TEE W/IITTEGRAL z a"
_ GATE VALVE&BOX W THRUST BLOCK&W/MUELLER U 5:m W
HYDRANT DEFENDER DEVICE(TYP)STA:9+12.36 O"m n�'-�
\ BURY LINE ELEV:4797.04 1+a y
O deb µea
STA: +10.00 CL BOTTOMBOCONCRETE
OCULVERT z7�Z
SEE DETAILS ON SHEET Cl 12_INCIffS OF RIGID POLYSTYRENE r..4+�
RIM E+10.00 96.51 6 F
STA:8+07.07 ELEV:4792.62 BOARD INSULATION TO EXTEND 6-FEET ON z
CL BOTTOM OF CONCRETE a i„
BOX CULVERT BOTTOM OF B"SEWER MAIN EACH SIDE OF BOX CULVERT ALL THREE BOTTOM OF 8"SEWER MAIN �o°
SEE DETAILS ON SHEET Cl STA 7+80.80 ELEV:4790.17 CROSSINGS STA 11+19.49 ELEV:4787.40 -
STA:8+07.07 ELEV;4792.12
TOP OF WATER MAIN ELEV 4788.95 SEE DETAL,THIS SHEET TOP OF WATER MAIN ELEV 4785.50
\ = _ 6+00 7+00 8+00 9+00 10" 11+00 11+ .57
3 FINISHED GRADE GROUND ELEVATION
L HXI G GR UND 4804
BOTTOM OF 8"SEWER MAIN 4802
STA� 7+80.84 ELEV:4790.17
TOP -- - - '�°'a • '� OF WATER t----� - --I-- --r-- -�- - -- --t----� - --I-- --r-- --t-- --I- N
MAIN ELEV 4788.95 4800 �
_ R -_- / i --I-- --�--- F-_ --�--- -I-- --� -- -�-- --I- u
°Jm _ -_-_- -- --4798
- -- - - -- a
2x3' L---- 1 - -- - -- ---- - I-- --L--- 1-- -I-- -L-- -1-- --1 --ro
4796
• . '.~. / BOX CULVERT -
;r �
g ;AJ 4794
-• - SEE DETAIL SHEET Cl `• L----� - --I-- --L---- -- -I-- --L--- �=��.: --- ------ - -- ,U�r4i�
4792 =
N o 1.33' 4790
--I - --r- 1.-9(y - I�
U ;
~I 3/4-INCH SVC LINE 4788 117
z STUBBED IOFf OFF OF WATER MAIN INN
STA:6+90.60-RIM ELEV:4798.68
;. ., 4786 1"7
1w- INSTALL TOP SECTION OF VALVE BOX t--- - - -- - ----'� -I-- --}-- -� --I-- -♦-- - - - .- +
Qr &ADJUST TO FINISH GRADE -_- - --I- - --_�-- --I-- --�-- - - --I-- - ----�-- I_ 4784 W
O i d.�
�.
/ EXISTING FIRE HYDRANT _ - O
c C)7 DATUM ELEV
ARROW BOLT ELEV-4801.23 478000
(PROJECT DATUM) c 11.25°HORIZON m r F m a ,� ,� .- �• w .n N N ,n = cp Z
ARROW BOLT ELEV=1816.60 S a y .o •n ..J 3 O n h$
BEND STA:6+67. W e'�o ,o n w O
(CITY OF BOZEMAN) c WITH THRUST B K g&' y]p;,�' .>.1 e, pO�~q °` qq O '• O O °� °� ��QE} o. Q
/• .�. :.. a �a e�Cv °0 j as a �ba ro >ae weq� a �.a a< o -+'T
C
N > > cn
< d 6 ,W as °n,w.t �y.J vl', ti <„�j
ma U k�a "?.I b ww ��vyw oxC��icsw� (n Mi
/ / c STANDARD FIRE HYD yC, '°� v1wa � .w.10 �w ua � ; ;� � U°w' 3uaSw -J w rlj
O
&BASSOXINWfJHRUS7 BLOCK ATE VALVE ti O t~O o �e55.>.Nl 0. O y O O W> Q 07
/ STA:6+32.97 BURY LINE ELEV:4799.45cqy< a1 w x o 4 w O > lil
/ W/MUELLER HYDRANT DEFENDER a F• Q>
DEVICE(TYP) m O a a _ g n g 6[7 f° M M n £ O }
/ 8"GATE VALVE Q H 4 < 3 3 a W
\ / / STA:6+26.95 RIM ELEV:4798.82 y y C7 a' Z r1n V W
/ C Z
CD _
U > _
O
3 8
3/4-INCR SVC LINE STUBBED LOFT OFF OF WATER
MAIN STA:6+06.54-RIM ELEV:4799.70 _ Q
\ INSTALL TOP SECTION OF VALVE BOX a
&ADJUST TO FINISH GRADE 9
w � �
\ # \ 90"HORIZONTAL BEND m w Ew-
a
WnHRUST BLOCK STA:6+24.93 <
\ O
00
DATUM: PROJECT DATUM
COB DATUM=PROJECT DATUM+15.37
O.V TYPE 1 TRENCH EXCAVATION o SHEET
TYPE 1 PIPE BEDDING
NORTH \ TYPE A BACKFILL s
NOTE:ALL CURB BOXES SHALL BE LOCATED HY
SCALE 1"= 3U' FROM THE WATER MAIN TO MAINTAIN LEAST \ PIPE MATERIAL PROFH.E SCALE o / A
3a 15• a Io 40 W' 10'MINIMUM SEPARATION FROM THE BUILDING � a lV_ 4T
CONTOUR INTERVAL 1' FOUNDATION \ 8" AWWA C-151 CLASS 51 DI
.JC €
X
CIE
/ STAHOM0.008 EAST END COMMERCIAL WAREHOUSES
o / INVERT IN=4787.23
,g INVERT OUT-4786.66
RIM INTO MANHOLE
EORNEW CHANNEL TOBE I PROJECT LOCATION, SW 1/4 OF SECTION 9, AND THE NW %4 OF SECTION 16,
' m CUT INTO MANHOLE HAS FOR NEW EXTENSION.
SEWER MAIN WATER MAIN CROSSING T.2S. R.6E. P.M.M. CITY OF BOZEMAN GALLATIN COUNTY MONTANA
BOTTOM OF 8"SEWER MAIN(STA 0+11.95) / O3 EXISTING 4"SS SVC LINE > >
F1
ELEV:4787.4 ® SAW CUT ON EITHER SIDE OF WATER-MAIN TRENCH
8"WATER MAIN TOP OF PIPE(STA: / AND SOLVENT WELDED.ABANDONED IN PLACE I
11+19.49)TOP OF WATER MAIN $
ELEV 4785.50
I / RETAINING WAIL '
SEE SHEET A7 I N
EXISTING WATER SEVICE LINE r
TO BE UTILIZED.
SIN Of r m
•12" RGE
U
A / 4%SS SVC
STA 1+00.22 44.0 LFSTUB c.I
ay
IN FROM O s' l WF a u<a"o
RETAINING WALL 2V FROM OF -
°stp�
SEE SHEET A7 d' � zv SLOPE i BUI.DINO. Q r •n g
1 STUBEUVATION'.
-4799.63
' 4"SS SVC
TA IM7.57 53.3 LF _ _
/ S ED S'IN ul
9) 0 a
_ IRT
OFINGz25
azL�VGI IN=4789.31 z-4790.21 T OUT-4789.12
RETAINING RIM EL=4798.25 - -
WALL W o
SEE SHEET A7 o011 S R MAIN&W :R MAINLROSSING x
O POTTOM OF 8"SE R MAIN(STA 3+58.29)
ELEV:4790.17
8'•WATER MAIN T F PIPE(STA:1+80,94)
TOP OF WATER M
/ AELEV 4798.95
ACQUIREDON=l. MDEQ VARIANCE Q
SEWER CROSSINGCONCRETE
�<\1 12"ID REINFORCED CONCRETE INSTALL 2"OF RIGID POLYSTYRENE BOARD
/ NDER
2'X3'CONCRETE E
S _ BOX CULVERT DRAINAGE CULVERT STA 0+84.51 INSULATION 6.ABOVE 6"SEWER MAIN.
SEE DETAIL SHEET Cl FROM STA 5+16.82-STA 7M3.67 END OF PEE a
_-EXISTING DITCH Q�
�' * SSMH p3
\ 2 o a? o 0 0
J _.ors. �84•S�L \ v C - -- STA 3+71.37
INVERT IN SOUTH=4790.41
KI Y. INVERT IN NORTH=4790,41
U, INVERT OUT=4790.24
RIM EL=4797.29 °O a e m °` n O ,+" •b '� X a
U :5 v�m F < ; o o
V3 SEWER CROSSING ail g a m `$ v,.„ y Z
t CONCRETE BOX CULVERT / 4"SS Svt' Zi O u U �•, F•F;j- ,^
U STA 2+69.48 i. STA 3+76lIa y y ,T,+o:o:W gyp' +�cvaECuw� y +F�y `�
~ E SEE PROFILE THIS DRAWING 29.0 LF m m NN X N�> ya
7%SIAPE N F" - Zu m F�j
SEE CULVERT DETAILS SHEET Cl STUB ELEVATII IN LLJ4800 m v v ym z `a vsw Z a •,4, e
Q 4791,%I /^
1>4 v 4798 4.53' u�
p'"i .. ------ ---- - - ----- ---- ---- - -- --- - -
W 4796 L'i Z
c�- ----- - --- - Q
.. 4"SS SVC STA 6+44.26 ---- --- -- - ---- -- --- -- ---- - - O
c � �
43.0 LF 4794 ------ -- 3.06--- ----- O Z
LLJ
---\. -• SnIe EL2%SLOPE EVATION 479 --- ----- ---- -- - - -- ---- - -- ' L
b
.. -132'--
---------- --- -----
-4795.N d Z
47 ---- - ---- --- ----- - --- --------- --- ---------- ---- ----- w 1 {I
478 --------- ---- ---_------ ---- --------- --- ---------- ---- ------ 2 N
1.
- J > m
RTO TA7 9,353 \ '+ '_ 4786 ---------- S EUEVERT UNDER Of
--------- - --------- ---- ----- Q LLJ I
------ --�
4782
SE DETAILS ON SHEET Cl - ---- - -------- --- ---------- --._ ----- Li
J AYW �k Z
� ) oa
4"SS SVC S�'A bk�4.31 / r\\\ 31.0 LF, / 3Sa4i h a a a a a e v o O Q 2
s ��� U II/ S'B>,I rs`'�aR \ STA 5+52.9 �
-4795.77 INVERT -4793.4 0+•00 1 2+00 3+00 4+00 5+00 6+00 7+00 � Q � O
' ...' \w\` T0 4793. O V w v z w rrl
� \ 47 ti w O H
J ,ic WATER&SEWER CROSSING A• 8"SEWER MAIN#1 N c O�� � d� L'-I �
--�_` OF 18"FROM BOTTOM OF SEWER � O d a m N
TO TOP OF WATER SERVICE LINE TYPE 1 TRENCH EXCAVATION w N a a a "a < cal
"a\tlllf1�/ �jb \ STA 5+96.35 W'�.,'1 c7 vwi 6
\ O TYPE 1 PIPE BEDDING b w 00
\ ao 6 ova boa w Q
/ \\ TYPE A BACKFILL g z u < W
4"SS SVC STA 5+61.62 p z0
22.5 LF
.......... T
C�_ Iil1\ �
SnTR ELEVAnON
e y N
DATUM: PROJECT DATUM .wro
COB DATUM=PROJECT DATUM+15.37
o SHEET
NORTH irin �'` y8
SCALE 1 3a - \+\tllll ?k PROFI E SCALE
0' 30, 60 90' .} `h-
j
CONTOUR INTERVAL 1'
EAST END COMMERCIAL WAREHOUSES
PROJECT LOCATION, SW %4 OF SECTION 9, AND THE NW %4 OF SECTION 16,
I T.2S., R.6E., P.M.M., CITY OF BOZEMAN, GALLATIN COUNTY, MONTANA
m I/ ABANDONED 4"SS SVC LINE
I / y RETAINING WALL I O SEE SHEET A7 C.
I r
pNp Y F i4 N I
R1%I AINING WALL
--IF[ SHEF.TA7 /•
Z.
� t
Lu
J Ir �V _ \�l Beres
' Woposc
z z
SSMH#6
RETAINING STA 0+63.82
WALL INVERT OUT-4790.98 W o
SEE SHEET A7 \\\\UII RIM EL-4796.65 u
4"SS SVC STUBBED Y FROM EDGE
OF BUILDING STA 0+51.32 29.0 LF
M66 51 2%SLOPE ..
STUB ELEVATION
-4792.13
2'X3'CONCRETES
\\\x I i - [� BOX CULVERT WBRUSH RACK
SEE DETAIL SHEET C3 FOR BOX CULVERT €
SEE CITY OF BOZEMAN STANDARD DRAWING NO.02721-5 F
--' J •C+ \• * —SSMH#3 XISTING DITCH
STA 0M0.00 .�a
A14l'N ar , INVERT IN SOUTH=4790.41 U86 NO
_ _ b INVERT IN NORTH=4790.41 _ Rw n m
INVERT OUT=4790.24
>sa RIM EL=4797.29
N ilol 1 .
U
dy(3 6,14 ,4}o ti t,f�
cn
V)
M n� U z
4 ox,t > LLI W O
R G P Ok 0 y� wr9y�
LLJ
/ c Q
II//
r / 4798 —— SEWER CROSSING UNDER N
` CONCRETE BOX CULVERT STA 2+69.48 —I O
479 INSTALL BETWEEN CULVERT BOTTOM Q GO m
AND TOP OF PIPE 6-INCHES OF RIGID
\\ j 5.39' POLYSTYRENE BOARD INSULATION OR 6-INCHES
47 — — OF SPRAY FOAM POLYURETHANE FOAM
.g
INSULATION F' EXTEND T W
ON w
479SIDEB
M
EACH SI
DE OF BOX CULVERT �
SEE DETAILS ON SHEET CI
F W
470.96% 8 Q
4788
In
x / 4786-
DA YVM yxv 1 O 4785.00
W (n -d
ti d
O
0+00 0+63.82 `� (f-) 00
\ ..
\ k6 ;Is
/ 8"SEWER MAIN#2 Q
� W
\ IB\\\ o• � f: PROFILE SCALE -_
m � �
DATUM: PROJECT DATUM
COB DATUM=PROJECT DATUM+15.37
3 ET
TYPE 1 TRENCH EXCAVATION g �ImLT
s TYPE 1 PIPE BEDDING
NORTH \tea TYPE A BACKFILL
SCAI I I' iu•. -
as s 0. 6a sr PIPE MATERIAL SDR 35
CONTOUR INTERVAL 1' -\�
cgpPtT
EXISTING 4(PROJFIRE CT DATUM) _ EAST END COMMERCIAL WAREHOUSES - T.
ARROW BOLT ELEV=4794.94(PROJECT DATUM)
ARROW BOLT ELEV=401091(CITY OF BOZF.MAJO � _ PROJECT LOCATION, SW %4 OF SECTION 9, AND THE NW %4 OF SECTION 16, KE�tIM '
wavra[
EXISTING 4"SS SVC LINE
T.2S. R.6E. P.M.M. CITY OF BOZEMAN GALLATIN COUNTY MONTANA TE)IY
CONNECT TO EXISTING COB WATER MAW z'a SAW CUT ON EITHER SIDE B NDONED IN P TRENCH ' ' ' ' �-.. rV
APPROX.STA:0.28 1: AND SOLVENT WELDED.ABANDONED IN PLACE.
W,gQ EXISTING WATER SEVICE LINE STEEL DECK FORM MAY BE ONE OF THE FOLLOWING:
6"GATE VALVE 1 TO BE UTILIZED FOR NORTH BUILDING
STA:0-26.89 1D \ STA 0-50.5 #4 Q°12"� WLCRAFT::TYPE LOE,26 GAUGE,GALVANIZED,32"OR 33"COVER I"
TOP R BOTTOM
6"SOLID SLEEVE REPLACED 6"GATE VALVE 84 IO"CK DEPTH. I
(LINE FOUND BROKEN AT STA 0.27 RESIILTE4G Q° 6" TYPE 0.6C,24 GAUGE,GALVANIZED,UP TO 36"COVER,.°;"DEPTH IN THE MOVEMENT OF GATE VALVE II"
FROM STA 0+00 TO STA 0-27) / 245 ASC PACIFIC CONC.FORM CF P,26 GAUGE,24"COVER,GALVANIZED,�"
245 DEPTII 9
EXISTING WELL S A7'fl41 6� I
1- 1 ofg mSTA.0+07.99 CONC FORM CF I e,26 GAUGE,32"COVER.GALVANIZED,I I"DEPTH m ~
BE FOR NOR .P
FOR IRRIGATION ONLY B STA 0-28.5 M4 Q 12"GC METAL SALES SPAN-LINE 36,24 GAUGE,36"COVER,1+'DEPTH,
2"TAP INTO WELL:. _ GALVANIZED.
CASING REMOVED AND PLUOGEZ) - I.5"
�� DESIGN LOADING:
1 f #4 C.10-GC 36" HS 20 TRUCK AXLE WITH 12"GRAVEL FILL OVER
6"x 8"INCREASER \ BOTH SIDES 24" 4� I _ 04 Q 12"GC 5'STRUCTURAL SOIL FILL
_ aU
STA:M20.00 04 Q 10"GC S"1 QI2"GC& ALIwi WATER SERVICE
DISCOV. DURING CONSTRU N. 4
7Pwf■Y■ �3
3`-ti - ti Eye L REMOVED AT THE AO/
CORPS VED AND PLUGGED S A ORTHEAST FIRE Y RANT 2#5 12'COMPACTED GRANULAR FILL o
41 `b w 1 OW BOLT F.LE 179R 9 8 7 a ° 245 O
YY rO (PROJECT DATUM
O O �, a,� �• ARROW BOLT ELE 4814.14 V
(CITY OF BOZEM
0
L�I�1 w"Tl=
' 1 I SE AND
k1' �,��'•y$3 SE U7'ILI'1'V SCALE:I"=I' -
ti�,k W o_
ti QQT' F.AS. ENT •• (n ,y,
WATER MAIN CROSSING m
CONCRETE BOX CULVERT 12"OF POLYSTYRENu INSULATION
sy� SEE DETAIL THIS SHEET AT ALL LOCATIONS WHERE.THE CENTER LINE OF THE DITCH
CULVERT INTERSECTS ARID CROSSES ALL WATER LINE MAINS.TO EXTEND
6-FEET ON EACH SIDE OF THE BOX CULVERT AND 6 FEET ON EACH SIDE
�S� Illeee EACH SB)E �` �� OF THE CENTER OF THE WATER LINE MAIN.SEE DETAIL THIS SHEET. a_
i
SEWER MAIN CROSSING APPLY 6"OF POLYSTYRENE INSULATION AT ALL z N
•1 LOCATIONS WHERE THE CENTER LINE OF THE DITCH R
\ .y - BOX c'UI vER7F 11 � 1i �`11 6-FEET ON EACH S'I ED OF THE BOX CULVERT AND 6 FEET ON EACCULVERT INTERSECTS AND CROSS ALL SEWER LINE MAINS.TO H EXTEND
- TO BE(IOHSTRUCfED M P(ACE \1 _ _ - �` OF THE CENTER OF THE SEWER LINE MAW.SEE DETAIL THIS SHEET. ^
` \ - SFF BETAII THIS SHEEP
t --- •{ -.. - \ _ _ - - ___ - -__ __ _ UTILITY MAIN =s::� Ts`•s.: 6-INCHES ABOVE PIPE OF TYPE I PIPE BEDDING 5 u
PLACED IN 6"MAX.LAYERS AND COMPACEED i--
f SOUTIIWGST'1lE HYDRA DRAWING L SEE
ul
THOROUGHLY SEE COB STANDARD DETAIL • ?f.
ARROW I ELEV-4802.4& SCALE:1"=4'
JOO
E ROIECI'DATUM)
Q OW BOLT ELEV-4e17 es j TYPE I TRENCH EXCAVATION PIPE MATERIAL 4"SEWER SVC LINT
(CTT�OF BOZEMAN) STANDARD FIRE HYD ASSEMBLY&TEE BOTTOM OF SVC LINE ELEV:4794.6E
TYPE 1 PIPE BEDDING 8" AWWA C-151 CLASS 51 DI STA:5+60.7(.
cn W/B4TPORAL GATE VALVE&BOX W THRUST [FINISHED GRADE.GROUND ELEVATION
BLOCK WIMUELLER HYDRANT DEFENDER TYPE A BACKFILL TOP OF WATER MAIN ELEV
C=j \ DEVICE(TYP)STA:3+20.79 - EXISTING GROUND Q CROSSING:4792.95 N
BURY LINE ELEV:4800.50 0(00 1+00 2+00 +Op 4F00 5/00 6+00
0 45°HORIZONTAL T' I I I I I I I I I I
STA:J+53.90 I Z O
BEND W/THRUST BLOCK - 8"GATE VALVE W/HRUST BLOCK - < Qo
� !f I STA:3+25.00
.. RIM ELEV:4799.96 I-INCH SVC LINE < Z LL_J
-. STA:4+63.16 STUBBED I OFT OFF OF WATER MAIN � -- - -- -- - -- -- -- -- -- -- -- -- --- J
O 22.5°HORIZONTAL BE �� RIM ELEV:4799.64
y� INSTALL TOP SECTION OF VALVE BOX �- --�- -�-- --�- --+-- -�-_ _-�.- _- _ _- 4-____ __ ---- .. ---__ + Q
� Z
I ND - R ADJUST TO FINISH GRADE 7 SOUTHEAST FIRE HYDRANT O Q
WMIRUST BLOCK - O
i 346 3 _ ARROW BOLT ELEV=4801.2J
! sTA III � •. (PROJECT DATUM) -- - -- -- - -- - __- -- � Q
3 INCH SVC LINE STA:4+42.* I ARROW BOLT ELEV=4316.60 - L� N
STUBBED LOFT OFF OF WATER MAIN - .. ! (CITY OF BOZEMAN) L_ L_ _1 °nz.vv'1anY --L-- -J-- - - -- - -- --I-- ---1. --�-- ---- - -L----- Z
{ RIM ELEV:4799.94 �f- .
,`NSTAIL TOP SECTION OF VALVE BOX ..'.- I _- --I - - ---- - --- ---- - I - -I --_ - -- ---- --_- ----_ I- W
..T ADIIIST TO FINISH GRADE - -. I I _ L Z
6.5'M - - - I - CL S 51 DI _ I N
W
-r- -- - - -r---- M o
R 4790 ? m
CD I
S f
-1 8"AA SS51131 r-
cr r - -- - - - - -- -- - - - --t - - - - --r- - -- --I-- --r----- � � a
Lij
�- - - - --�- --+-- -� - --I - -- -- - - - - --t- - -- --I-- --t----- g W L�
o O U w
Z
_"�IN
- -
cn
vAnwikcvN
--- -\ 47AR
='•iaW�-.'
0z
QQ2i
O
t W gv UU
� m
1"SSSVCCROSS " =Qogm >o$ana LLJ
S. z+v e o OSTA:5+60.76 ° Nj �F � y12E �> o
0cli
z>aNt - y ` p> GCa
G O G O < � V 3 zO et W
3 zG i
o 0 L-1> o°
> Uo >
u ;zy w mo rh
00
o
W
�o 0 0 r > <d�W u >
DATUM: PROJECT DATUM u
°
COB DATUM=PROJECT DATUM+15.37 0 ` u a m ° ti N m m
M os � __ o ° o y m = 3 SHEET
31y u o <°o 0
v
NORTH „ o° s
SCALE 1"= 30' o• d1 a g �; 8_ /A_ '/�J
Rf 151 o 3W as 9V NOTE:ALL CURB BOXES LOCATED 10'FROM THE
WATER MAIN TO MAINTAIN AT LEAST Id
b
CONTOUR IN7ERVAl. 1' MINIMUM SEPARATION FROM THE BUILDING 50 -
c
FOUNDATION
PROFILE SCALE u OF
�O A
EXISTING AN EAST END COMMERCIAL WAREHOUSES
ARROW BOLT ELEV=4794.94(PROJECT DATUM) / /•
ARROW BOLT ELEV=4811.31(CITY OF OF BOHYDRANT
BOZEMAN) o e m I/ R'w�ARO t'
SEWER MAIN&WATER MAIN CROSSING /y PROJECT LOCATION, SW %4 OF SECTION 9, AND THE NW%4 OF SECTION 16,
" �E SS MAIN STA 0411.95 ELEV:47814 EXISTING 4"SS SVC LING
8"WATER MAIN TOPOF PIPE STA:11+19.49 /e SAW CUT ON EACH SIDE OF WATER-MAIN TRENCH T.2S. R.6E. P.M.M. CITY OF BOZEMAN GALLATIN COUNTY MONTANA
TOP OF WATER MAIN ELEV 4785.5 / AND SOLVENT WELDED.ABANDONED IN PLACE > >
8"TAPPING TEE AND VALVE /
AT EXISTING 6"WATER MAIN TIE-IN EXISTING WATER SEVICE LINE 22.5°BEND(HORIZONTAL)
STA:11+36.57 VALE RIM ELEV:4793.64 yl TO BE UTILIZED FOR NORTH BUILDING STA:9+96.22
THRUST BLOCK BEHIND TEE STA 0-50.5
O
45°BEND(HORIZONTAL) ON
STA:9+94.65
SEE CITY OF OZEMAN „ I�
EXISTING WATER SEVICE LINE STANDARD DRAWING NO.02718-9
TO BE UTILIZED FOR NORTH WEST
BUILDING.STA 0-28.5
3/4-INCH SVC LINE STUBBED 10FT OFF OF
_ WATER MAIN STA:9117.33-RIM ELEV:47%68
'! INSTALL TOP SECTION OF VALVE BOX
&ADJUST TO FINISH GRADE
W I NORTHEAST FIRE HYDRANT s U
ARROW BOLT ELEV=4798.97 ,E CL
N WATER SERVICE
(PROTECT DATUM)
�()
ONu DISCOV DURING CONSTRU ON. ARRO(CITY OF BOZEM N�4814.34
Fy354eM r VICE L E REMOVED AT T
CORPS VED AND PLUGGED
STANDARD FIRE HYD ASSEMBLY&TEE WANTF.GRAL
J GATE VALVE&BOX W THRUST BLOCK&WJMUELLER
HYDRANT DEFENDER DEVICE(lYP)STA:9+12.36 UJ c
BURY LINE ELEV:4797.04 d 5 C a
8"GATE VALVE. CL BOTTOM OF CONCRETE Q,�
r STA:9+10.00 BOX CULVERT
RIM ELEV:47965l SEE DETAILS ON SHEET C3 12-INCHES OF RIGID POLYSTYRENE z ?i t y
WA AND STA:8+07.07 ELEV:4792.62 ON
j BOARD INSULATION OF BOX TO EXTEND 6-FEET C
a
SE UTILITY CL BOTTOM OF CONCRETE EACH SIDE OF BOX CULVERT ALL THREE BOTTOM OF 8"SEWER MAIN W o 0
EAS BOX CULVERT BOTTOM SEWER
STA 7+gp,110 ELEV:4790.17 CROSSINGS STA 11+19.49 ELEV:4787.10 �
SEE DETAILS ON SHEET'C3 "TOP OF WATER MAIN ELEV 4785.50
I TOP OF WATER MAIN ELEV 4J88.95
I STA:8+07.07 SEE DETAIL THIS SHEET
/ MDEQ VARIANCE ACQUIRED
6+00 7+00 8+00 9M0 I(N00 11+00 11� .17
FINISHED GRADE GROUND ELEVATION
.- EXIS NG GR -I?
- -"-
a I r---- 1-- --I-- --r-- -44 -I - --r----� - - I-- --r ---�--
BOTTOM OF 8"SEWER MAIN 4802 Q H'b
STA 7+80.94 ELEV:4790.17
/ - - ( DOP OF TER VARIANCE
ELEV478.93 t-----� - --I-- --t----�- -- - --t----� - --I-- --t-- -�-- --I- °°
i \ I ---- --I-- -- --- -- - -- --+ --- - -I-- -- ----4-- --F 4800
4798
- - - - - - -- - ---- --� --- ; -- -- - -I-- -- ----�-- --I
4796
L----1 - -- -- - = I-- --L--- 1-- -I-- --L-- -1-- --I a
zz
BOXCULVERT a794 j S
i , �Ow
SEE DETAIL SHEET
U m r,
uTHWEST �HYD a79z =�
(PROJECT DATUM) -
0�3'JOLT ELEV-4217JS t I .. .• 4790
(CTFYOFBO i ;
1.33' _ __ _
N � -•. r-- - - --I - --r- - ---- -- --- �4P* 6 S51 ----7-- 1- I 4788 lf�
Q - I jl ...f' 3/4-1 NCH -JI t--- -7 -I-- - t - --I-- --t-- -- --I- ----�-- -rt- Ih
-� STUBBED IOFT OFF OF WATER MAIN 4786
m I ' STA:6+90.60.RIM ELEV:4798.68
INSTALL TOP SECTION OF VALVE BOX 47FA W
&ADJUSTTOFNISHGRADE .., 11.25°HORIZO A --- -� - --I- -- -- --I-- --� - �- ---- - �-----�-- --I-
CJ I - BEND STA:6+67 4782
ui I '�' WITH THRUST --- - -I-- --�- - '1-- --I-- -- --- �-- --I-- -�- - -�-- --I- O
a
W DATUI!6Ld'P_ Z
ckf
SOUTHEAST FIRE HYDRANT 7 ♦7B0& O O
ARROW BOLT ELEV=4801.23 -
�_ (PROJECT DATUM) 2-1ARROW BOLT ELEV=/816.N p o `�0° w m ^.>cp7 $- >$n w M_$O°q r,m °' p Ld cD O
qQ-�U °• j ❑r_vrorUm y 3�am Q
+aa F-
Zy
>av Z
3� y_ q O -1 LQ"".�' I!) L0
- -•`e71@iyJ. - I I (- Nd 2w aw _.a �eeFGS5w ww x Uw c"0 wwa w a L. F- W
STANDARD FIRE FTYD 'y ^wa, me `,WS mww a Cg �g ,F 00g a ,=fix N
- ASSEMBLY WANTEGRAL GATE VALVE U°• w m a a 0 3 w U w g W p p w p'„"� U ut O nO� 3Ww w u� J w O
I- &BOX W/T'HRUST BLOCK y 0 O p u O -r'- P�O y 0 W O = �U O i•< y 0 p y'7 >1:2 Q � m
- _ LLJ
STA.6+32.97 BURY LINE ELEV.479•J.45 u°Oi O O 0 %�O m� 0�0i O U O j O O U Q y >0. F I
W/MUELLER HYDRANT DEFENDER f i,,• �y xL p w
;\ DEVICE(TYP) d V e w pgp d S o_ qg � ~i �, w x p a ;y Of Q
xH . "aH
_ a� C
8"GATE VALVE ° 3 <
3
r rr c7`O
�z o m
I STA:6+26.95 RIM hLEV:4798.82 y H F k O S ti y H w W
0
O
�L. Z
D_7l a a a a a a W 43
314-INCH SVC LINE STUBBED 10FT OFF OF WATER 09 Z O
�/ p✓ MAIN STA:6+06.54-RIM ELEV:4799.70 + < Q CV
-..o-•+'� ���{ ��� INSTALL TOP SECTION OF VALVE BOX
IQa '1 \ ` &ADJUST TO FINISH GRADE QOf
w FLLJ
-
90°HORIZONTAL BEND
W/THRUST BLOCK STA:6+21.93 5
(JO
DATUM: PROJECT DATUM
COB DATUM=PROJECT DATUM+15.37
ps �` TYPE 1 TRENCH EXCAVATION c SHEET
�VI /v/ TYPE A BACKFILLTYPE I PIPE �G 8
NORTH NOTE:ALL CURB OXFS LOCATED 10'FROM THE (� 8
,9
SCALE I"
30' WATER MAIN TO MAINTAIN AT LEAST 10' i ( -
Ja is• v sv 4a 90' MINIMUM SEPARATION FROM THE BUILDING PIPE MATERIAL �L-F-.sc'u.E g v
mmomomm FOUNDATION
8" AWWA C-151 CLASS 51 DI s
CONTOUR INTERVAL 1'
()F
SSMH
INVERT IN=4ng EAST END COMMERCIAL WAREHOUSES
STA Ot00.00 ��T.
v INVERTOUT-4 96. �(ERIW
INVERT OUT=•4786.66 '. ��.
93.56-
HOLE
CUT INTO MANHOLE BASIS OR NEWCHANNEL TOBE PROJECT LOCATION, SW %4 OF SECTION 9, AND THE NW /4 OF SECTION 16, A q
CUT INTO MANHOLE BASE FOR NEW EXTENSION. W 1OZ
m T.2S., R.6E., P.M.M., CITY OF BOZEMAN, GALLATIN COUNTY, MONTANAFsf�+$T4s4
SEWER MAIN&WATER MAIN CROSSING
BOTTOM OF 8"SEWER MAIN(STA M 11.95) / EXISTING 4"SS SVC LINE
ELEV:4787./ SAW CUT ON EITHER SIDE OF WATER-MAIN TRENCH yoHs
8"WATER MAIN TOP OF PIPE.(STA: / AND SOLVENT WELDED.ABANDONED IN PLACE
11 19.49)TOP OF WATER MAIN S _
ELEV 4785.50 n -
RETAINING WALI. O
/ SEE SHEET A7
O
N
1
n
WER. MING
12"ID RCED CON
CUL STA 0M4.51 ~ $ 9 m
ma 4"SS SVC
_ STA 1+00.22 44.0 LF r + U
STUBBED 5'N �1
It11AININII )FRONT OF
s1 I 'Fg'Er'�' - z%sLoeE 'BUILDING.
I snle P.LEv U1 <t^
-17l.63
4" SVC 0 1
l STA +47.57 53.3 LF
ST(JB 5'INBUILD
pYY
SSNM#2
zx sttwt - STA 2+25.66 Z
S7ilx eLEvn3x2N - x4VF.RT IN-4 9.31 \WI/� e�
-4M21 MVERT OUT= 89.12 * z b 1`b y
WADING - RIM EL-4799 25
3
[� S
SEE SHEET A7 � I I SEIVER MAIN&W MAIN CROSSING a(
1 BOTTOM OF 8•S MAIN(STA 3+58.29)
w 1 ELEV:4790.17
3 - TOP OF 8"W ATF.R (STA:7+80.94)
' ELEV 4788.95
(SEPARATION=1. MDEQ VARIANCE
- x W AND - ACQUIRED)
SE t UTILITY a
ENT <IS
SEWER CROSSING UNDER Q 12"ID REINFORCED CONCRE,TF,
. v
1 BOX CONCRETE INSTALL RIGID POLYSTYRENE BOARD
3 DRAINAGE CULVERT STA 0+84.51
- � BOX CULVERT INSULATION
6"ABOVE 8"SEWER MAIN.
}' SEE DETAIL SHEET C3 FROM STA 5 16.92-STA 7+03.67 END OF PIPE
EXISTING DITCH
SSMH#3
\ o as o r o
INVERT
8"eFl ,R STA 3+71.37 N n
1�Mgl INSOUTF1=4790.41
_ - - INVERT IN NORTH-4790./1 _ >' =
Q i INVERT OUT-4790,24 a O s x ^ •yO _
1; RIM EL=4797.29 roi. t roar rj o~Ger Z�Z n .�•�n p y <Q ZV
SEWER CROSSING UNDER •, = s y N p F>a r o Z^r o'Z m e a ro < •b a 7 a
=i CONCRETE BOX CULVERT 4"SS SVC ui g O v U O r 0<-E• a 0 rd m o•l a H F• N •o O a r
- -- I STA 2+69.4R `.V STA 3+76.61 s a t••!1 N t-t•.�j x r t-t„o-.,p U ^' O a rt•' c�
_ SEE PROFILE THIS DRAWING ` -2 29.0 LF �j w r°+�w G ,., a m + t'I'.� y y >
- r.. SEE CULVERT DETAILS SHEET C3 - I 2%S1.Ore N N N °C"'
r 1 py > sNB ELEVAnON O O a C z vi�~i, Z14
ran F<- Nn `A vyi v~i z.
-g9cN 4800 m m z a
-- --
v
4798
4-SS SVC STA 6+44.26 O. ---- --- -- - ---- -- --- -- ---- - - ----- ---- - -- -- W Z
43.0 LF 4794
n I Lij Z
sLOPF
NATION
!]95 64 479
MIN WATER SVCL C OSSING MIN 1.5'01' 'iST-- ---- ---- -- -- B - - -- --- �.3i'-- ---- - _--- --- -----
-- 1 44
SEPARATION TO E ER MAIN 47 � Z
SEE SHEET C4W 7 R MAIN 2 ---- ------ - ----- - --- 1.3 ---- Q Q
• ----- --- ------
'....J.. SSMH 0S'c 478 ---- ---- ----- W LLl
\ INVERT OU1-4794.53 - 47%6 -----_---
RIM1EL-4799:20 �,� q �• S vR CR SS TINDER Q m
_ 4784 --- ------ ITT: LULVERT. 9-4-- ---- --------- --- ---------- ---- ----- W I
-- -- ----- INSULA' TOFXTF ETAI ---- -- ------ --- -
y U
T 1m 47R2 ----- --- --- ----- Q
SIN
\I!: w
- ---------- --- S DETAILS ON HEETC3 - ---- - -------- ---
4"SS SVC STA 6+94.31 _ ? W
31.0 LF ! r a m m oo _ y
M SLOPE _ or. a a a v 25 O
IV Z SB ELEVA'170N $SMH v V a a O <
_n9s.n _ STA 5152.29 • Q =
INVERT IN=47Y}.4 R 0.00 0^<< 9i 1+110 2+00 3+00 /�00 54% - !n
��1 a INVERT OIIT=4793... a t' 6+00 ,.nu Q
WATER&SEWER CROSSING RIM EL-479R.77 ro^,a N. m 3 V w v z O
- --_ OF I S"FROM BOTTOM OF SEWER MAIN - >o��.o�+�+j y 0 bba �S
TO TOP OF j"WATER SERVICE LINE OO< < c°Ci WLJ
STA 5+96.35 0 3 (n o
aw m gga 53 `� cV
lno� n �� aoo� oy< vtia ° c ) -
S
\ 1 1•SS SVC STA 5+61.62 < �o, =0 `�1"'� `0^zU t w
22.5 LF �ro d'a > UFO y
g zxsLare , rm3 � uF
STUB ELEVAll NI ly
DATUM: PROJECT DATUM 3 p ro y aa�y N
COB DATUM=PROJECT DATUM+15.37 M 0 °m
06 31 y1s� 8"SEWER MAIN#1 s s o
SHEET
�1H1 TYPE I TRENCH EXCAVATION
NORTH TYPE I PIPE BEDDING
SCALE 1 3 30' m.u•TYPE A BACKFILL ROFILE SCALE. Q ^ C
m Ir a 3a ba 90 [C 5
CONTOUR INTERVAL I' '
i n iL
(11
/ - EAST END COMMERCIAL WAREHOUSES
PROJECT LOCATION, SW %4 OF SECTION 9, AND THE NW %4 OF SECTION 16, 36702 0 `'
/b T.2S., RAE., P.M.M., CITY OF BOZEMAN, GALLATIN COUNTY, MONTANA Q(wit
/ ABANDONED 4"SS SVC LINE
S
/ RETAINING WALL 0O
SEE SHEET A7
cV
U)
RETAINING WALL 1
SEE SHEET A7
f I .
I U
I a�-
ul Ito dbL#i�
Paz
I a!" oa
WA AND I SSMH#6
zFi
RETAINING ••SE UTILITY iCr STA 0163.82 ai o 3
WALL EAS ENT I INVERT OUT-4790.98
SEE SHEET A7 I RIM EL=4796.65
4"SS SVC STUBBED Y FROM EDGE
i I
OF BUILDING STA 0131.32 29.0 LF
S - 1 2%SLOPE
O+ 12 STUB ELEVATION
-4792.13 zd S
29A
' - d X CONCRETE
BO
g
BOX CULVERT WBRUSH RACK aa
SEE DETAIL SHEET C3 FOR BOX CULVERT Qg$ x
SEE-CITY OF BOZEMAN STANDARD DRAWING NO.02721-5
Alair
2 y
111 d5E __
44,
1 (j
SSMH#3 STING DITCH -
STA 0W0.00
INVERT IN SOUTH-4790.41 U N
- MI I INVERT IN NORTH=4790.41
INVERT OUT=4790.24 --
RIM EL-4797.29
3i \
LLJ
4 4�
i J
n Z
W �
,r,-_ aeon p z
479e a_ LJ
N
SEWER CROSSING UNDER 0
4796 CONCRETE BOX CULVERT STA 2+69.48 Q U m
INSTALL BETWEEN CULVERT BOTTOM
4794 5.39' AND TOP OF PIPE.6-INCHES OF RIGID U (n
POLYSTYRENE BOARD INSULATION N ]~
TO EXTEND 6-FEET ON w Q
4792 I.34' EACH SIDE OF BOX CULVERT :
SEE DETAILS ON SHF.ET C3 < C�C N Ld
4790 R"=15 0.961% G W
- 4798 - r O Z
i � U Q
Q Ln
t l
r�l478500
��� 00 O
"•, ' OMO 0163.82 Q ~ N
p
Q4
_�S l � Q
8"SEWER MAIN#2 �
— � W
s
nOFB.E SCALE o
DATUM: PROJECT DATUM
COB DATUM=PROJECT DATUM+15.37 H -0 - u
4
06 SHEET
31 bls`�31/V/ TYPE I PITYPE I PE BEDDING EXCAVATION u
NORTH
TYPE A BACKFILL 8
SCALE 1"= 30'
m m va PIPE MATERIAL SDR 35
g
CONTOUR INTERVAL I'
OF