HomeMy WebLinkAboutFederal Aid Project No. IM 90-6(114)307 - MRL Structures Watermain DESIGN DATA
R.I YAIIEr
T.DAMNS
_ ° ► MONTANA DEPARTMENT OF TRANSPORTATION 2008 A.D.T.= 20 700 PRESENT
GLACIER N ,
r INC. 2009 A.D.T.= 21 480 LETTING
BLANK EVIL
P RA J J- ___ ___ ___ 2029 A.D.T.= 45 300 DESIGN
t CNOUlt KM"0 -- ---- -- - D.H.V.= 4 980
AK*RS lE10" PIIa,l IPS C T,= 11%
LEIS
r[acu GAartlU OAKON V.= 110 kph
4 1 cc sAscADt a 80 kN ESAL'S 1254
JG.rt FEDERAL AID PROJECT NO. IM 90-6(114)307 AGR = 3.8%
I2rl TfJ1AN1 IC AG 1fOSE0W
a A o'' S[ISNFI
cUxrEa rAll1' GRADE, GRAVEL, PLANT MIX SURFACING & STRUCTUREL�,NG.�,TE ��- �-3�lCA �-
MRL STRUCTURES - BOZEMAN �';�`�°�(� f 1 CSF = 0.999428671
• VCNIE POWDER CARTER h RIVER
ARYL Olc HORN RIVER
o-� _ GALLATIN COUNTY
7,r•• �• THIS PROJECT
AS ! l? ViL. I VJhTCZ, l
o g LENGTH 1.24 kilometers
SCALES
VERTICAL: 1: 100
HORIZONTAL: 1: 1000
CROSS SECTION -HORIZONTAL & VERTICAL: 1: 100
REDUCED PRINTS ONE-HALF ORIGINAL SCALE
ALL SCALES ARE APPROXIMATE
TO
MANHATTAN 1�����
R. 5 E. BOZEl�iA R. 6 E. SURFACING SOURCES
CONTRACTOR FURNISHED
vi / CORP)RATED C TY V)
OPULA ION 22 6
G� t 199 CENSUS
-5-235
1q� LAIIC a9 ,� 11
NODC L' ���y�t
f A/011Cr
31 14P P336 34 86 � TO N
ti\ 31 G WILSALL
MA1GEa
5520
9e1 Creek
36 Brld
aAlI1La7 4
/ reN NA otar
A ao DRINKING
N v11J� 6 "s ; I 6 5 HORSE
MOUNTAIN
� � I/�� aAlsla -
TO IVl ` �1\ g O
UNff
l0 > A M
ZEMAN
HOT SPRINGS 191 �0 1 1 R �B uur�
V � / �l••y \• N � -71TCV&D
eE0 DD �gNy
r a R 1 1 Tn1
~
R. 6 E. TO
R. 5 E. TO
LIVINCSTON
i
V1 w M 0 N T A N A
D EPARTM ENT OF TRA N SPO RTATIO N
V< V ` ' u o
\�J u n w APPRO D
1. RELATED PROJECTS �'Cri .mil {I _ `
�W LYNCH KENT M.
O M 1'n E U O LA O p D PECTOR �F TRANSPORTATION BARNES
♦W J O Q Ina 0 r < O�"1+1 K 5751 PE
Q'V W N .f ~ N LJ W N Z By
03 1-
oa Ic E� Lnn O + Lu E 1p y �°
Q O BRIDGE ENGINEER
1P 0 0 Q1 w C X N Z ODOO 0 N
` m m O M Q E O O of r m u U,6� DEPARTMENT OF TRANSPORTATION
MO ' + O p oo FEDERAL HIGHWAY ADMINISTRATION
uj n 014u' ASSOCIATED PROJECT � ZOW NZN � Z �zw CA
1n p^3 AGREEM ENT NUM BERS - 0 DOTHIS CONTRACT _ r w 1J K APPROVED
cq
AP
WW=M90-sn191307 190 RP 307. 1 - RP 307.9
R/W !E LC. ICIM90�(120)307 P.E.
IM 00021447) DIVISION ADMINISTRATOR DATE
CONTROL NO A871
STATE I PROJECT NUMBER SHEET NO.
I' f �`` ) MONTANA IM 90-6(114)307 21
INSTALL THE NEW MEDIAN RAIN TO'DAYLIGHT _ � � WESTBOUND LANES OPEN TO TRAFFIC
ON THE TEMPORARY FILL N PHASE I, DURING PHASE 2 OF THE CONSTRUCTION
INSTALL THE MEDIAN INLET AND CONSTRUCT
THE DITCH BLOCK IN PHASE 2. -- SHEET PILE SHORING
PHASE ' WESTBOUND , - -l/ y 1 'RS' --r _ - - - •'>' %.�
LANES 2-WAY TRAFFIC PERMANENT-GUARDRAIL
...
m o PHASE 1 TEMPORARY
'Q ANCHORED CONCRETE
ti MEDIAN-BARRIER _ I- _ \, _ •t "i •�• '� .
W o - IA TEMPORARY GUARDRAIL
Q.
0 BULKHEA _ , /•� ,/ / j
SEE DETAIL.EGMN,F t;:•' / /
ao n .-.,ti... o-x�--i�w-_n-w«--�-�-n�e-.i-.-.-.-v-.�-...�- - �-.-�a•a-�s•rr-.. _ _ _ .___ 1 \... �, � —.. - t ,/i'///' .r
II I.S: 1 SLOPE
l0 O
?O _ ( '" ,rr -- -----r�-��� �_ � f� - �r � i irk•.�fir
x
� -- -- __J, �,i• r�/ •I __-/ I. i 1.. _ - _ _--__� i .i� ,/ t _ i� \� _ T��-._ :^ivy:.!;.��_.::•r•:l;.
PHASE I TEMPORARY
PRASE- EASTBOUND
EASTBOUND �/ '/" � _ _ .ry;,:•,.;;;'•
EXISTING— is / ��u --�-- _ LANES WAY TRAFFIC
EASTBOUND _ : _
STRUCTURE ;N ram' s .y HASP Y WESTBOUND'SC_OP_E
-SEE CROSS-"SEC IONS— �,i ��i • �y '`` \
Y FOOTING"AND FOOTING"WALL—
E
EXISTING 457 mm WATER MA C SEE BRIDGE PLANS
- ! ——
CITY OF B07FUAN
CITY SEE WA ER !' /' ;/=•, �`f 111 1' \ \
MAIN PLANS. WORK TO BE /i
COMPLETED DURING PHASE I I _ i
.. // ;�•, _�.�: ���' �/ /�i / "\ - •ham -`- -\•
SEE CROSS SECTIONS
is%:i::•'--•%.'''�'+� /::%0:%=•:•;J':.�i'/i'••'�'•I /� 1\C• �.
FOR SPILL POINT 11.40 meter ROADWAY FOR
LOCATIONS 2-LANE 2 WAY TRAFFIC EASTBOUND LANES OPEN TO 2 LANE 2-WAY
SEE BRIDGE PLANS TEMPORARY ANCHORED TRAFFIC DURING PHASE I OF THE CONSTRUCTION
FOR WINGWALL AND CONCRETE MEDIAN BARRIER
HEADWALL DETAILS BULKHEAD SECTION PHASE 1 OVERVIEW FROM SOUTHWEST
SEE DETAIL EXISTING EASTBOUND
BENT 3 0.SOm
_ 0.20m
r - _ �_�`�_ _ FOR FOOTING WALL
_ — 7 �;� DETAILS SEE In
.•" r" A
12 1110 9 B 7 6 5 4 3 2 1 ` BRIDGE PLANS 511109.90
• 0.30m � 5. 1103 LT
PROFILE GRADE z N 161483.3841
TOP OF RAIL SHORING FACE l E 481087.2350
FA
ELEV 1452. 118
E - - B
512+06. 15
- _ - - ---- v 9. 14m 5.49m 1. 1667 LT
6_ ' E uE, N 161461. 1542
a' E E OD E 481082.2630
o o ELEV 1456.549
EXISTING WESTBOUND EXISTING EASTBOUND o 16
FOOTINGS FOOTINGS FOR FOOTING DETAILS FOOTING WALLS 512+10.69
REMOVE DURING PHASE 1 DO NOT DISTURB SEE BRIDGE PLANS
0.3743 RT
N 161478.0097
id E 481085.8860
SECTION A- A E 1.20m 1.20m E ELEV 1455.467
WESTBOUND INSIDE NO SCALE of 2.O5m 2.04m D
FINISHED SHOULDER 0 0 2.4549.R9
EXISTING EASTBOUND STRUCTURE E N 161473T7252
.8227
BULKHEAD SEGMENT- - - E 4810904.003
- 1 r- _ D ELEV 1454.003
FOOTING B' C \ E
WWq I 1.5 1 SLOPE TO SHORING FACE I OUTSIDE EDGE 512+19.65
� ��/ r PHASE ELEV TEMPORARY
FILL IN 161471.8244
481093.0128 EL
a v A
Q D D
It, STAGE CONSTRUCTION
�m.ca STORY MILL SPUR
h 1.00 m _I
fflillLINE TUNNEL
WIN 2 SECTION B- B \ 155 m= 150 m"� SECTION D- D STA. 512+ 13, 27
SHEET PILE SHORING FOOTING TOP SECTION C- C IM 90-6 ( 1 1 4 )3 07
N 1 1446.85 SHEET PILE SHORING SHEET PILE SHORING
VIEWED FROM WEST SIDE VIEWED FROM EAST SIDE NO SCALE HEADWALL SEGMENT NO SCALE
NO SCALE NO SCALE
STATE PROJECT NUMBER SHEET NO,
MONTANA IM 90-6(114)307 22
n
r
Q O / rO.',
� 457 mm WATER MAIN
CITY OF BOZEMAN
FOOTING EXCAVATION LIMIT
SEE STORY MILL CROSS-SECTIONS
�.�, �.4s=4-�•.�«, ti ( , r - / ��.�. _ ��_� � • -!- = FOOTING
WESTBOUND` i( I I"• ' -- -- -- -- m 23I371R I T
/ N 161463.9351 EXISTIN WATER MAIN
E 4131059.3175 51 14 19
ELEV 1446.55 %' 23. RT
N 61463.9351
- 481059.3175
WATER MAIN CASING ELEV 1446.65
EASTBOUND N 161463.9351
E A8105499.3175 NEW WATER MAIN
/{ LEVFOOTING - -1 ,} �'_ / +_•, .e. r +•w+�•� �� s=ity -y�•F SEE DETAILS? 51I+91. 19
512+1054 .95T -4 ,* _ OtisLl 23.37 RT
IN 161509.2866 N 161463.9351
E 481098:9965 EXISTING WATER MAIN
.� E 481059.3175
512+10.95 .. �. ELEV 1445.31
ELEV 1446.55 / 33.54 LT I I -�-�r•��•- —�'w� \� SEE DETAILS
N 161509.2866
o E 4810986. 12 I 11 F
w ELEV 1446. 12 �r It" -.
SECTION A-
2+ A
NEW WATER MAIN J' `�.-
511 NO SCALE
0.95 WATER MAIN CASING _ ; { SOUTHEAST WINGWALL
N3154509.2866 51 2+10.95
E 481098.9965 33.54 LT j J
ELEV 1444.77 N 161509.2866 p
` SEE DETAILS E 481098.9965 / - --
ELEV 1444.98
SEE DETAILS
23Wvi
UWU�
SECTION B- B /
O
'O NORTHWEST WINGWALL
Q y NO SCALE
UTILITY HORIZONTAL
& VERTICAL CLEARANCE
^N^3 IM 90-6 ( 1 14 )307
NO SCALE
-N 2
D�
UN^
>> _ STATE I PROJECT NUMBER SHEET NO,
NW4 NWT'- I r` `/ / NE4 NE7 MONTANA IM 90-6(114)307 23
NW1 LEVELING PAD/FOOTING WINGWALL/HEADWALL 1 - NEI LEVELING PAD/FOOTING WINGWALL/HEADWALL
CENTERLINE OF
END OF WINGWALL INTERSECTION POINT INTERSECTION POINT - - INTERSECTION POINT INTERSECTION POINT
LEVELING PAD BOTTOM
34.927.LT 512+15.49- 512+15.47 / 5I2+26.27 512+26. 10
512+39.07
34.615 0.28
24.T70 9. 24.614 $_• ! / 27.523 LT 21. 151 1. 20.892 LT
N 1615IO.8871 N 81099.9237 N I61499. Ihl'B--_`�� .. N 161492.6711 N 8110 .6164 N I81491.7066
3572
E 481096.0871 E 481099.923T E 48-1099.7896 :- E 481108.6164 E 481108.3572
E 481123.0501
ELEV 1446.85,0 ELEV f446.850 I � /� •. � ELEV 1446.850 ELEV 1446.850
NW2 -NW5 - / / _ NE2 NE5
SPILL POINT ~ .-ENO OF-A�[?TMEN7 WALL'--- � � � -_ SPILL POINT END OF ABUTMENT WALL
W o 512+10.21 512f I6.50 NWI _ - 512+39. 10 512+25.07
34.898 LT '24.110 LT 1 - = 27.457 LT 21.235 LT
a Q N 1 61 510.8306 N 161498.4207 - N 161492.5962 N 161492.4275
E 481098.8140 E--481-100:6205 - 1 E 481123.0553 E 481107.5265
ELEV 1449.595 _-__ ELEV 1446.850 NW2- 1 -` / - �' - - ELEV 1452.933 ELEV 1446.050
° SPILL POINT
INSIDE CORNER-Of FOOTING - N� NE6
i r �� INSIDE CORNER OF FOOTING
El
512+IT.289 `�` -- - - _ NWA 512+24.358
23.972-LT _ `NY(i _ 21.600 LT
N 161497.9881 -- l '1 / NW6 N 161493.0434
E 481401.3043 �._� _ / N'5 r ./ E 481107.0018
ELEV 1446.050 -�t' _ ELEV 1446.050
% EA` II - NE2J --
aSPILL, POINTSEI SE4 SE7
c O ---.�;�y - - - _- _ + r -- _ - - •� - CENTERLINE OF LEVELING PAD/FOOTING WINGWALL/HEADWALL
LEVELING PAD BOTTOM INTERSECTION POINT INTERSECTION POINT
512+1 I.65 512+11.67
_ - 512+1T.OS 22.815 RT 22.504 RT
32.967 RT N 161456.8865 N 161457. 1676
- - NE? - - ` - - N 161445.4773 E 481078.2494 E 481078.3835
_. - - E 481079.2859 ELEV 1446.850 ELEV 1446.850
il-M-Ihli -If- 14-. 11•-}f 41---41
SE2 SE5
SPILL POINT END OF ABUTMENT WALL
y- •_" _.- -. - - _ _ -,. -„ - 512+17. 11 5I2+10.61
32.934 RT
2 161445.4826 N161457. 153 RT
N .8885
E 481079.3607 E 48 1077.5528
� ELEV 1449.867 ELEV 1446.850
- - - - - -� - - - - - SE6
_i .1k I n_1F, v _ _ -__ _- - -N-f}•-Il .h -,' 1F-1t a INSIDE CORNER OF FOOTING
_ -- 5I2+09.806
' - - - - - 22.012 RT
N 16I 458.3212
E 481076.8690
ELEV 1446.050
190 CENTERLINE MEDIAN
P1= 517+74.64
a
R = 1 746.50 m +.
595.91 m 51 BHI
L 1 148.55 m rr . I �!<rT - fy` - -' - - - - - WEST SHORING TOP BULKHEAD SEGMENT
r ' _ - -•� 512+09.34 LAYOUT - TOP OF
4.425 LT FOOTING WALL
N 16I 482.9628 5 12+09.32
' ! r% �,'�yt¢f ' e: f ar-Il-+/I '• _ - - =- = E 481086.4562 3.378 LT
ELEV 1456.044 N 161482.0030
S2 ELEV1IA52. 138
//%//„%/ ' "?• �Ht' i 44 11,`�1�1 i 1 ��;� BHI EAST SHORING TOP
190CLM PC 511+78.73 r//�i //,,:ir1 ..j' :Tll�ff' 7 ��� 1gi ��` 1`1 �� ly +1�� S} 4. 191 .04 BH2
/rr/ `'�` l 4 ��..� 4. 191 LT BULKHEAD SEGMENT
SW2 _ / r r 1•% 4- SE6 i l I 1 11 N I61478.6546 LAYOUT - TOP OF
SPILL POINT Sw5 / E 481096.2824 FOOTING WALL
ELEV 1457.908 512+18.46
SW6 SE7 \.f 0.307 LT
475.6767
E 481093.3261
lrl,I r ELEV 1452. 138
/. B142
BULKHEAD
�..: / SE2 !! ARCM:.
SC
SW4 SWIG SPILL PQINT� - - , '1% SEGMENT- 52 NOTE WINGWALL PRECAST FASCIA WALLS AND FASCIA WALL FOOTINGS
CENTERLINE OF LEVELING PAD/FOOTING wINGWAI'1./11''EAOWALL r
LEVELING PAD BOTTOM INTERSECTION POINT INTERSECTION POINT SE \ ��` TO BE DETERMINED BY CONTRACTOR. BOTTOM OF FASCIA WALL FOOTING
51I+83.68 512400.62 TOP OF FOOTING SIIURING--r; ELEVATIONS SHOWN THROUGHOUT THE PLANS ARE APPROXIMATE AND WILL
19. 104 RT ' 512+00.80 \ __-_- --- DEPEND ON THE CONTRACTOR-SUBMITTED FOOTING DESIGN.
26.911 RT N 161464.4305 18.848 RT MR�- - _ SEE BRIDGE PLANS AND SPECIAL PROVISIONS.
N 161463.3558 SPU ., ~_
E 481069.5567 I61464.6028 __- SHORING
E 461051.13t5 P _
'gym ELEV 1946.650 481069:8158 p 2+2 `� -
ELEV 1446.850 c 06 '
W 3�3 W SPILL POINT END OF ABUTMENT WA
S2 W" 5 1 I+83.64 5 1 2+01.85
26.843 RT 19.205 RT /J
N 161463.4306 N 161463.8817 /
o E 481051. 1262 E 481070.6467
w ELEV 1453.268 ELEV 1446.850': ( PHASE 2
N 1` CONSTRUCTION
INSIDE CORNER,OF FOOTING
512+02.579 STORY MILL SPUR LINE
201.40 19.579 RT I \.
mom
^awn 810446I
ELEV
15 COORDINATES
050
bNz IM 90-6 ( 1 14 )307
NO SCALE
f
STATE PROJECT NUMBER SHEET N0
MONTANA IM 90-61114)307 24
1 M ~
w4 z q ZI
W J /Q F J
2
O
WA R MAINczj
t
1 C1
MRL-SPUR
v a t
6 p • , .�P1=2+07.95 c
p.14°23'27,E RT.
POT 2+ 1 2. 07 1 POT 3+34. 02
BEGIN WATER MAIN N of / END WATER MAIN
M REPLACEMENT N REPLACEMENT
f
Lc) x
ro
M � .
IEXfl D 0 07L 'TY7j,'!N ——
FOA FLL E OETALS
14.50 J 5 —
p
CROS5 5 CT1 5
14,18 — _ - --- - - a � N / 4
i
sE WE Pc IN5 — y_
EL 1 406.545
P X/ TE X - �• - -
- -- - —
11446
m
u W S EEC CA ING
w 1 S &-D FA 5
n G 4,44 m 2+43.2. PRO OS 0 R4 E - 611444
o ° EL 1445.313
o
NEW 450 mm DUC !LE !RO Pl. E
ggQ4 -- — - — WATER MAIN
� REPLACEMENT LAYOUT��' 4 2 - T4 - -_ - — IM 90-6 ( 1 14 )307
NO SCALE
STATE I PROJECT NUMBER SHEET NO.
MONTANA IM 90-61114)307 25
3 ® 1.37 m CASING CHOCK
EXISTING GROUND PUSH ON JOINT 3 PER SECTION OF
PROPOSED PIPE USE MECHANICAL JOINT FITTINGS MEETING AWWA
EXCAVATION LIMIT
STANDARD REQUIREMENTS FOR DUCTILE IRON
PIPELINES.
�o
USE EBAA IRON MODEL 1700 MEGALUG RESTRAINTS
i z •� 1 ` AS SHOWN FOR ALL BELL AND SOCKET JOINTS ON
L_p__;__--------- e-- --- THE NEW DUCTILE IRON PIPELINE AND ON THE
a i ( - FINAL CONNECTION TO THE EXISTING MAIN.
ti
I + 2+85.99 USE POWERSEAL MODEL 4810 300 mm WIDE CASING
z
EL. = 1 458.470 CHOCKS.
Z -�-0 MEGALUG RESTRAINER
FLOWABLE ASSENBLY AT EACH 300 PROVIDE SMOOTH STEEL CASING PIPE MEETING
FILL PUSH ON JOINT NOMINAL ASTM A53 GRADE B REQUIREMENTS.
013 mm STEEL
o + _ 'I CASING - SECTION C- C USE PSI TYPE DU CASING END SEALS AND INCLUDE
L) I ' COST IN THE COST OF THE CASING PIPE.
¢ 2 Q 1 NEW 457 mm U INSTALL CONCRETE THRUST BLOCKS AS DETAILED.
c¢i DUCTILE IRON PIPE
w 0.45 0.45
BED THE NEW WATER MAIN OUTSIDE THE LIMITS OF
¢ THE STEEL CASING MEETING THE REQUIREMENTS OF
_
v LIGHTWEIGHT THE MONTANA PUBLIC WORKS STANDARDS FOR
FOAM FILL _ BEDDING MATERIALS AND TRENCH BACK FILL.
TOPSOIL AND SEED ALL DISTURBED AREAS WITH
` THE APPROVED FERTILIZER AND SEED MIXTURES
USED ELSEWHERE ON THE PROJECT FOR THE
1 o NEW 813 mm DIAMETER - CASING CHOCK
r COINCIDING TERRAIN.
F� STEEL CASING PIPE 3 PER SECTION OF
13 mm THICK C__) �qj PIPE BACKFILL THE TRENCH WITH FLOWABLE FILL TO
2� THE EXISTING GROUND ELEVATION OR THE PROPOSED
BEDDING _-__-
I.74 MATERIAL 1�2 EXCAVATION LIMIT WHICHEVER IS REACHED FIRST.
GEOTEXTILE
0 SEE CROSS SECTIONS AND DETAILS.
SECTION B- B'9`
THE ALL
NEER
EARTH FILL vui F TT NG51BE OREILTHEYPAREEORDEREDUIVALENT
SECTION A- A
n o n, 3+19.99
BEGIN 813 mm STEEL CASING CASING END SEAL RDGHT OF WAY END 813 mm STEEL CASING
i PSITYPE - DU OR INSTALL CASING SEAL
N INSTALL CASING SEAL
n 3.97 6.70 APPROVED EQUAL 2.97 3.53
2.26 4.60 1.00 AT EACH END 0.50 2.03
MDT
2+13.78 THRUST BLOCK RIGHT OF WAY - •'
457 mm BUTTERFLY VALVE AS DETAILED IN E
(CITY OF BOZEMAN) THE PLANS E
EXISTING O 3+26.00
GROUND ^_' 3+22.46 CONNECT TO
♦ - - --- -- - -- FL = 1 445.47 EXISTING MAIN
1.58 1.81
/ 2+20.64 ,� 1.65 26
- NEW 457 mm x 150 mm DUCTILE IRON TEE -� ,lbI_
l m
j o I NEW 150 mm x WAYS In DUCTILE IRON PIPE
w I - NEW 150 mm 3 WAY FIRE HYDRANT WITH �
In
l
AUXILIARY GATE VALVE, 2.9 BURY. /
25 mm I_ _ a ` 3+24.49
2+12.07 CORPORATION - _ - - - - - - - _ - 457 mm BUTTERFLY VALVE
CONNECT TO THE j
STOP 2.50 (CITY OF BOZEMAN)
a EXISTING MAIN 2+16.04 \\\
�'aafi FL = I 446.4I \._ I 2+24. 13 m
FL = 1 444.466
o w w 2+IA.00 THRUST BLOCK - MONTANA PUBLIC WORKS Q 5.41 THRUST BLOCK
�tu� NEW 25 mm CORPORATION STOP ® TOP OF 2+17.37 STANDARD DRAWING NO. 02660-1 FOR 150 mm 3+I8.63 AS DETAILED IN
yu�t DUCTILE IRON PIPE, FOR USE AS AN AIR FL = 1 445.08 PLUG INSTALLATIONS THE PLANS
t,u RELIEF VALVE WHEN CHARGING THE WATER 1.33
0 o MAIN 3+2 1. 15 -
a 4.60
FL = I 444. 16 1.31
b
8.09 94.50 - RESTRAIN ALL JOINTS 6.99
WATER MAIN
'° ` k REPLACMENT DETAILS
2 IM 90-6 ( 1 14 )307
uNa t
NO SCALE
PROJECT NUMBER SHEET NO.
�STATE
ONTANA IM 90-6(114)307 26
13 x BI x 939
594 STAINLESS
=z STEEL STRAP - 3 REOD.
FINISHED SURFACE
e
o OF THRUST BLOCK 81 -- _-- ---
oa -
Q 78 19 INSTALL CONCRETE THRUST BLOCKS FOR THE
-- 19 x 650 457 mm WATER MAIN AS DETAILED ON THIS SHEET.
o STAINLESS STEEL REFER TO THE MONTANA PUBLIC WORKS
M� J-ANCHORS - 6 RED
q SPECIFICATIONS FOR THE THRUST BLOCKING
?tiB 7 REOUIRED AT THE NEW FIRE HYDRANT AT STATION
2+20.64.
DUCTILE IRON QUANTITIES ARE PER EACH THRUST BLOCK AND ARE
CARRIER PIPE 19 mm BARS FOR ESTIMATING PURPOSES ONLY.
0
90 �� � 0 DOUBLED ® EXISTING
-x o EACH J-ANCHOR GROUND PROVIDE STAINLESS STEEL J-ANCHORS AND STRAPS
ti ¢ o \ o TO ANCHOR THE UPPER DUCTILE IRON BEND TO THE
o v _ — — — — - THRUST BLOCK BELOW.
� D 1>
0 0
0
675 n o
40
P1 7
Q
v
0��� THRUST BLOCK WALL
I
M @�/ 45• BEND Q _
r SEE DETAILS
i
rn • 1
rv'7
I• • •. . 746 •• m
750
t I
0
r•i
9A 1v r
•` CONNECT THE THRUST BLOCK TO THE
CARRIER PIPE WITH J-ANCHORS AND STEEL FORM THE TOP OF THE THRUST BLOCKS
• • STEEL AS DETAILED. • • 495 • a Q� ALONG THE NEUTRAL AXIS OF THE CARRIER
• • 96 PIPE AND FITTINGS
v W • • • N
v
• a s
CULVERT • •• ��
BEDDING 0
i i W 19 mm BARS ® 3C
�=wcKi 19 mm BARS o 300 DOUBLE AS DETAILED
=
acv DOUBLE AS DETAILED
0 QUANTITIES
oN Q 1 500
I 260 cubic meters kilograms WATER MAIN RELACEMENT
CLASS EPDXY 13x81x939 19x650
CONCRETE COATED SRA SSTL THRUST BLOCKING
SECTION B- B BARS,#19 STRAP ANCHOR SECT 10 N A- A
noiNN
CO
DETAILS
'Ory2 6.73 272.9 23.5 11.5 IM 90-6 ( 1 1 4 )307
.N� I
u" NO SCALE