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10 0 5 10 EXISTI BUILDING EL
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YELLOWSTONE CENTER EX WALL WALL a 1�coOegestj � - -
BUILDING 1 / MC BLDC
( IN FEET) (1123 RESEARCH DRIVE) 24'X47' 0 3
1 inch = 10 [t °' BUILDING MD
T°0. EXTG. SLAB ADDITION I T NE -Y4" R SE V.
ELE` 4858.5
WARNING
�i EXT . WA 0
\ SER V. CURB STOP
EXTG " WATER SERVICE 2$s8 - Brane
(ABANDONED BE EN NEWCONNECTIONS EX G. FIRESERVIC
EXTG. OS&YJ - ----- -ONNE-----�---------- ___- PROJECT R F T M BAR DOES
----------------------
rr ---- -- - --- '-.$A - - alY sfs Dr NOT MEASURE 1"
VALVE j r SITE e^p� THEN DRAWING IS
EXTG FI SERVICE
� NOT TO SCALE
(ABANDONED BETWEEN EW C_ NE_CTIO_NS) i 14 1
/ AM W Garfield St --
I MOUND TRENCH WITH 6"
a i NATIVE TOPSOIL OR
S 0+99 �� •sl> STA 0 0.00 SUBGRADE PREP. AS
TIE INTO EXTG. 4" E SERV. \ i �IE IN 0 EX G. 4 FIRE ERV, 6 REQUIRED.
N VICINITY MAP
w/NEW 90' ORIZ. BEND y i EW 5' HO IZ. EEND
Q TYPE 'A' OR 'B' TRENCH
V BACKFILL AS PER PLANS - -
1 / W
ST 0+92
i GL NOTE: SLOPING, BENCHING w ,�
W 22.5' �� / �i OR SUPPORT SYSTEMS C-�
RIZ. BEND to6� i SHALL CONFORM WITH 6.5' Min. N
GENERAL NOTES: O.S.H.A. CONSTRUCTION 7.5' Max. W a
STA 0+87 / / STANDARDS FOR :4
J -,NEW 11.25' / i" � 1.ALL CONSTRUCTION WILL CONFORM TO MPWSS, (LATEST)EDITION, EXCAVATIONS. WW F' i AND COB MODIFICATIONS TO MPWSS. is r F'
0� ��HOT Z. BEND / SELECT TYPE 1 BEDDING ^"s' a°
l / MATERIAL PLACED IN 6" `� a� 6 p
ply T 8.0, / 2.ANY EXISTING OR NEW VALVES WHICH CONTROL THE COB's WATER a
h Y R O i LAYERS AND COMPACTED AS ' '"
/ i - SUPPLY SHALL BE OPERATED BY COB PERSONNEL ONLY.
xo � SPECIFIED IN SECTION 02221
i
i _
// MINIMUM OF 24 HOURS PRIOR TO THE BEGINNING OF ANY WORK
3.THE CONTRACTOR SHALL NOTIFY THE WATER DEPARTMENT A (MPWSS)
- TYPE 1 PIPE BEDDING
-- �� PLACED IN 6" MAX. LAYERS „ " a w �-1 N O
--- ----------- 4.CONTRACTOR SHALL FIELD-VERIFY LINE AND GRADE OF EXISTING AND COMPACTED O�'r
CONNECTIONS. THOROUGHLY C)
STA 0+51.5 - TYPE 2 PIPE BEDDING TRENCH WI TH O.D. of
_ NEW CONCRETE O 5.CONCRETE THRUST BLOCKING AT ALL FIRE SERVICE JOINTS. WHERE REQUIRED FOR SOFT PIPE PLUS 2' MIN.
SIDEWALK NEW 90-�0611Z. END TRENCH WIDTH=3.5'
8, j/j OR UNSTABLE FOUNDATION
NEW ELEC. & GAS J _cqe ---- --- U
G , "" F
i NOTE:
WHERE TRENCH PASSES THROUGH EXISTING PAVEMENT THEW
EXTG, 1 PAVEMENT SHALL BE CUT ALONG A NEAT VERTICAL LINE A MINIMUM y z a
SOLAR PANEL OF 12" FROM THE EDGE OF THE TRENCH OPENING. WHERE NEAT LINE d _
S LESS THAN 3' FROM EDGE OF EXISTING PAVEMENT OR CURB AND W d4
_ ___ GUTTER SECTION, REMOVE AND REPLACE ENTIRE PAVEMENT SECTION F w W
-I BETWEEN TRENCH AND EDGE OF PAVEMENT. y3
PER CITY OF BOZEMAN STANDARD DRAWINGS NO. 02221-1 °w m
w l WATER LINE TRENCH J W W
~ w �
4856-- C4.0 Not To Scale W Q
FIRE SERVICE PLAN VIEW �)
STANDARD THRUST BLOCK DIMENSIONS FOR VALVES
R 0OR WOE PS) 150 P9 200 PSI250 PSImo P9
SIZE SIZE A° re° °C. A° re° °C' A° re° °C' A° re° °C' A° T .C.
4—in FIRE SERVICE PROFILE 7/4' 6°-8" 2-0" 2-0" 2-0" 2-0" 2-0" 2-0" 2-0" 2-0" 2-0' 2-0" 2-0" 2-0" 2-0" 2-0" 2-6"
7/4' 10' 2•-0" 2•-0" 2•-0" 2•-6" 2•-6" 2•-0" 2•-9" 2•-6" 2•-6" 7•-0" 7•-0" 7•-C 7•-6" 7•-C 7•-0"
4870 HORI ONTA SCAL 1" 10' 4870 7/4° 11° 1•-7" 1•-0" 1•-0" 3•-0" 3•-0" 2•-8" 3•-C 3•-C 3•-C 4•-7" 7•-C 7•-C 5•-0' X•0" 7•-C v '(�+I
VE TICAL SCALE' 1" 5' 1° 14° 2'-7" 2'-0" 2'-4" 7•-C 3•-0" 7•-C 4•-0" 7•-C 7•-C 4•-6" 4•-0" 4•-0" 5•-6" 4•-0" 4•-0" O �j
1 I/8° 16° 7•-C 7•-C 7•-C 4•-4" 7•-0" 7•-C 4•-6" 4•-0" 4•-0" 5•-0" 4•-0" 4•-0" 6•-0' 4•-0' 4•-0" `V
1 I/4° 18° 7•-8" 7•-C 7•-C 5,_6" 7•-0" 7•-C 5,_0" 4,_0" 4,_0" 6•-4" 4,-0" 4,_0" 5,_9" 5,_0" 5,-0"
4865 4865 17/8` 24' 4-4" 4-0" 4-0" 6-6" 4-0" 4-0" 6-6" 5-0" 5-0" 6-6" 6-0" 6-0" 7-8" 6-0" 6-0" W N" N
NOTE: PRESSURES SHOWN ABOVE ARE MAXIMUM WORKING PRESSURE IN SYSTEM. Ll j ..
THRUST BLOCKING AND ANCHORS ARE REQUIRED ON ALL 6" VALVES AND LARGER r�l
UNLESS SPECIFIED BY THE ENGINEER.
4860 —FINISH RADE 4860 STANDARD DIMENSIONS FOR THRUST BLOCKING E. 0.
FITTING NES&PLUGS 90'BEND 45'BEND&OES REDUCERS&22 0.BEND
SIZES A B A B A B A B
4° i'-8° i'-2' 1'-91 i'-61 1'-8" 0'-I0" I'-8" 01-6"
6 1 0° 1 0° 1 6 1 1 i 10 l 8 l 9 0 10 n
4855 s' MIN. co ER 4855 �� ^Y
RE 8 1-8 1-6 7-2 7-0 2-6 2-0 I-9 1-6 ANCHOR
/O° 7'-4° 7'-7° 4'-0° 7'-IO° 7'-01 2'-9" 2•-1" 2•-0" °�o O ^Y
IZ 4•-0° Y-I0° 4'-8° 4'-8° 7'-8° 7'-7" 1•-8" 2•-7"
EXTG. 4"0 .S. 6 .F. 4 L.F. 3 L.F. F 4" I4" 5•-6° 7•-IO" 6'-6" 5'-0° 4'-9° 3•-6" 3•-6" 2•-6" (�
4850 CL SS 5 DUC LE IR N PIP 4850 NOTE: THIS TABLE IS BASED ON 150 PSI MAIN PRESSURE and 2000 ESP SOIL W w
BEARING PRESSURE WRAP ALL FITTINGS WITH POLYETHYLENE
g UNDISTURBED ANCH ETL
N w EARTH (TYP.) ANCHOR
4845 z o z w 4845 A
m
m w m L` NOTE: COAT RODS WITH "KOPPERS"
ri N N BITUMASTIC No. 50 COATING OR EQUAL. DATE:
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x - - B THRUST BLOCKING AND ANCHORS ARE 06.08.2016
REQUIRED ON ALL 6" VALVES AND REVISION: DATE:
4840 N• o u' 4840 l H LARGER UNLESS SPECIFIED BY THE
00 mN OON N. O /\
+ +ti e ENGINEER. MEGA-LUG JOINT RESTRAINTS 0 suerBdmnL
rn o N o o w B \ SHALL BE USED IN CONJUNCTION WITH r oa.rs.sors
/\ CONCRETE THRUST BLOCKS. THRUST 0
a 3 ¢3 a 3 a 3\ /\ /A BLOCKS NOT REQUIRED ON TAPPING
tnw H z VIZ U1Z to t~F 3 v V 0
� 4835 a 4835 TEE BEND VALVES.
0
O O O O CD O O ID O O O O O O O rn cn ID PER CITY OF BOZEMAN STANDARD DRAWINGS NO. 02660-1 &3
00 00 00 00 of of Do DO 00 00 00 00 00 00 ro
W 0 Do D' D' D' D' 00 D' D' 00 00 00 00 00 00 00 `0 00 0 2 THRUST BLOCKING FOR WATER VALVES & FITTINGS
z
w 1+20 1+10 1+00 0+90 0+80 0+70 0+60 0+50 0+40 0+30 0+20 0+10 0+00 C4.0 Not To Scale meet No.
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