HomeMy WebLinkAboutCape, Soccoccia, and Perkins Properties - Water Main Improvements -- REVISIONS
CONIkuL P7 NORTHING La�nNG LLLVAIrJN DLo�_kIP LAN I N0. DESCRIPTION DATE BY � W NFOF
N 132 6811.0756 43094.9244 ----- PK NAIL IN ASPHALT 1 ROAD RE-ALIGNMENT 9/29/9/ MEE p1
WATER MAIN IMPROVEMENTS FOR ig8
H 133 6805.9438 44060.5000 4739.70 MON. BOX - E. 1/4 CORNER "1 INHOUSE REVISIONS 2/ / MEE i<< ? o
3 AS-BUILT 11/09/98 T,;E
N 139 8105.4017 46386.6261 4719.58 60 D NAIL
� sw�
N 140 81254195 43247.7409 472046 PK NAIL IN ROAD CAPE. SACCOCCIA, AND PERKINS PROPERTIES d-'T4�:i
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INDEX OF SHEET``, H
SHEET TITLE SHEFT N'.
COVER I
PLAN & PROFILE A
PLAN & PROFILE A & B S
PLAN & PROFILE C & D _ --. - 4 L (-
PLAN & PROFILE E
9
PRV VAUI-r DF TAILS _ — '� � - I B-i7FVAv -
Vicinity Mop
GENERAL CONSTRUCTION NOTES
I. 1. All construction work on this project shall be completed in z N i m
occ ordonce with Montana Public Works Standard Specifications, a i
Fourth Edition, January, 1996 and May 1, 1997 COB
• Modifications to MPW and these Contract Documents and
l\ •'•- Addendum No. 1 to C.O.B. Modifications dated February, 1998
-I'; � 2. The Contractor shall restore all roadway surfaces to equal,
\ JI _ _ rrot4ut ui detered by bette
n lthe Ownereandehe Engneer prior excavation and as
' ( - 3. The location, depth and size of existing utilities shown on
1 y/ •-I these plans are approximate. The Contractor shall verify the
I existence, location, depth and size of the utilities prior Z o
I to construction. The Contractor shall be solely responsible ~
I PROFILE E for any damage Dothe existing facilities due to failure to
OFILE D �5 locate them or properly protect them when their location is
n.
P know
SHE
4. list of representatives to contact for information
r
regarding facilities is as follows: �
0
Montana One Call System Dispatcher 1-800-424-5555 11 i1
Montana a Power
Co Mike Cech 586-1331(ext.3215)PROFILE C TO GabI evislon Scott Riis 586-2089 t-Y
-
` 1' SHEET 4 US West Paul Gorie 585-2355
-- G (including Fiber Optics) ^ `
5. All asphalt, concrete curbs and sidewalks shall sow cut
f 8 or neatly cut by method approved by the Engineer.
er.
B S
( _ Q 6. Datum is C.O.B. datum: conversion to Standard USGS
\u9� do- i Datum = G.O.B. + 15.44'.
7. Contractor shall be limited to Construction Easement as noted.
The Contractor is responsible for any disturbances outside
easement.the a ay
ti- 1. 20'iE4POPARr
ca4s.FASC4EIP—Ifil 3 8. Minimum cover based on bury from existing ground profile iYf 5
I �'xcacss• unless otherwise noted.
_ _ fi k�r UO.liv f.9EYErrt m m <
rnox oar'-\� r 9- The Controclor shall restore all fences to equal, m o
F IB vEPM1N or better condition than existed prior to excavation and as n k ..k
-PROFILE B determined by the Owner and the Engineer. u m o
` rsee SHEET 3 ABBREVIATION LEGEND
-- — - - v 4 p„ E/'��,1ND 8 W = 8-INCH WATERMAIN
} _ y %�7_ Y', � ' \ �1�111�1V 1J. 10 W = 12-INCHIN
WA ERMAIN z
APPXPROFILE A ee� BLDG. = APPROXIMATELY Q
Ni d 3 D4
= WATER VALVE BLDG. = BUILDING Y F-
_ BUR. = BURIEDCA L
- IN ND =AT RMA BE I- W E CENTERLINE
NE
CL CEN E L
i f
= WATERMAIN CROSS C.O.B. = CITY OF CORRUGATED
MET
t„- ,f��:, - ti 4,c e+� CONTR. = CONTRACTOR
METAL PIPE cG
'� r�5 �. - I F=i = WATERMAIN TEE COORD. = COORDINATE -
I �' �� = END CAP 0 = DELTA
CONTRACTOR TO EXPOSE BOTH D.I. = DUCTILE IRON PIPE
.I ENDS OF EXST. 18' CONDUIT i _/ w = WATER MAIN D.LP. = DUCTILE IRON PIPE `
t } AND SS CROSSING PRIOR TO ,.v,,,xv I EASM'T = EASEMENT `�
BEGINNING CONSTRUCTION TO 1 EL = ELEVATION _1
ESTABLISH EXACT LOCATIONS 1 = PROPOSED FIRE HYDRANT _
\ / I ELEC = ELECTRIC
�v � 55 = SANITARY SEWER EQUIV. = EQUIVALENT I
E.P. - EXISTING PAVEMENT
= SEWER MANHOLENG
iii 1 �� O FL - FLANGED
i O FHYD ASS'Y = FIRE HYDRANT ASSEMBLY -
�i = GUY ANCHOR
d HYD EXT = HYDRANT EXTENSION 1
r E.or�imm iuEwEHi - PILE = PUBLIC UTILITY EASM'T r I
INV. = INVERT
PE' M�, ion 0 = CONTROL POINT LF = LINEAL FEET
MH = MANHOLE
J = SECTION CORNER MJ = MECHANICAL JOINT
NA PUBLIC WORKS
TELEPHONE CABLE BURIED PC W = POINT A OF CURVATURE
-�\ I EXISTING
LINE OF SECTION P.P = POWERPROPERTY POLENE
------- EXISTING EDGE OF PAVEMENT PRE = PROFILE �
i EXISTING RIGHT OF WAY PROP = PROPOSED LLJ
? -7 Exsr e•su� r. TV CABLE BURIED PT = POINT OF TANGENCY N
oar r sNe oar r sue I PROPOSED WATER MAIN PVM'T = PAVEMENT 0
EXISTING WATER MAIN R = RADIUS - �]
R/W = RIGHT-OF-WAY
oa ..
__ � GAS PIPE LINE BURIED
SHT = SHEET
---�
-------------I-------------- -------------�r�L----J--------------� SS = SANITARY SEWER
4� -1~ — SSMH = SANITARY SEWER MANHO.i
ACCESS & UTILITY EASEMENT PROJECT N0.
EXISTING SEWER MAIN STA = STATION
r "'S05-D09.DRAIMNGS
EXISTING STREAM/DITCH STD = STANDARD SHEET NUMBER
- T.B. = THRUST BLOCK
TV = TELEVISION CABLE
UTIL = UTILITY 1/6
V.B. = VALVE BOX
w/ = WITH
W.V. = WATER VALVE COVER.DWG
I REVISIONS
CONTRACTOR TO PROVIDE - — ���� \ \ !. I Op rc J LL
SHOP DWG'S Of SERVICE _ 333,,, I NO. DESCRIPTION DATE BY - a
MAST h POLE MOUNTED _ M \ z I ROAD RE-ALIGNMENT 9/29/97 MEE 00)j ��o,�ir <�<
I ENCLOSURE E AIL _ SEE PROFILE "C" STA 28+93
I SHEET 4 \ SHEET 4 P P INSTALL 12"M.J.BUTTERFLY NHOUSE REVISIONS 2/1 7/98 MEE w i a` z N€
4 4 - W.Y.w\T.B.,Y.B. S IN HOUSE REVISIONS 7/0I/B8 TJE � ��
4 AS-BUILT 12%23/96 TJE z�ow�b€z
' STA 18+42 FNYD N0.1
I - INSTALL 12x6x12 M.J.TEE g \ X \ STA 28+98 W n
STA 10+00 FHYD ASS'Y w 6"MJ W.V. _ - INSTALL 12 M.J.CROSS SCALE W _
INSTALL IOX10XIO M.J. h 11.5 LF 6"D.I.HYD LEAD 8 12"MJ ENDCAP TO SOUTH w/T.B. L� 1 q a a jl W u N
TAPPING TEE AND VALVE PIPE w\T.B.,V.B. ----' STA 23+34 I I O R Z( rr — I O O z i o a
W T.B.V.B. k HYD.BARRIER POSTS- - =
INSTALL 2- 3 4"PVC C.0.8. TO MAKE TAP O _ INSTALL 12X12 M.J.CROSS \ \ 3 PROFILE A p U u g w rc x
/ / _ w\12"MJ ENOCAPS w\T.B.•S STA'MYd4"P6+00 FNYD A02 X I N �� z VE R T. 1 rr 1 O r ���o LL m n�
PRE URE CH CONTRACTOR'S EXPENSE \ ��" s o o?o z
CONTRACTOR SHALL - _-. NORTH&WEST _ INSTALL TY6\ M.J.TEE 8 \ STA 30+84
SUPPLY 10"TAPPING - 18+37 FNYD ASS'Y r 6"MJ W.V.
' I � ---�--- INSTALL 12"M.J.BUTTERFLY \ 1 �� I INSTALL 12"M.J.BUTTERRY
11.5 LF 6"D.I.HYD LEAD \ W.V.w\T.B.,V.S. HT 2 SHT
W.V.w\T.B.,V.B. PIPE w\T.B.,V.B. \
I _ STA 10+02 k HYD.BARRIER POSTS X \ r STA 30+89 FNYD NO,S w 0 �.
TALL 10%12 MJ REDUCER ro r,, I' z INSTALL 12x8xl2 M.J.TEE w/T.B. z
I - — — T>r' — STA 28►i0.96+96 \ 1 ) F 5 LF 8"D.I.P.w/8z6 REDUCER
%L` o c l�i INSTALL 12"M.J.BUTTERFLY \ r/T,B.h FNYD ASS'Y w/6"MJ v Q
I A 1 +1 1 + o 0 0 ?n? W,V.w\T.B.,V.B. Ix W. w\T.B.,V.B. < >
INSTALL WATER ENANCE - _ — — — y- 6p ACCESS h m
- \ A- \ 19' UTILITY EASEMENT
ACCESS ROAD SEE a oL _� i TSCHACHE LANE �� 11' F
STA 22+90 L _
INSTALL 12"M.J.BUTTERFLY �- 1£YV s ' 12 W-- -
- - / W.V.w\T.B..V.B. I
CII_I — I — — M M M i Fr z m
o 1 I CONTRACTOR TO EXPOSE BOTH
51A 10+50 PRV d1 INSTALL �0, STONERIDGE DRIVE ENDS of ExgT. 18`coNDulr 4 STA 28+82 8 STA 28+88 S
PRV STATION SEE ET 6 o AND-SS CROSSING PRIOR TO ' INSTALL 12"DJ.P.45
VI - BEGINNING CONSTRUCTION TO 1 I DEGREE BEND w .8.
7 n - /T
0 �� ESTABLISH EXACT LOCATIONS� m MAXIMUM DEFLECTION u( ' 1 GROUND SURFACE t
0 PER JOINT 15 3'ALONG I STA 28+59 R STA 28+69 1 1 II J J
I6 STA 10+00 SAW CUT 8 REMO `gyp m HORIZONTAL CURVES I INSTALL 12"D.I.P.22.5
O1 III 8 REPLACE 10 SY ASPHALT 8 I DEGREE BEND w/MEGALUG
TO LF OF CONCRETE CURB JOINT RESTRAINTS y + Y II j Z z Z
1tn� I EXISTING CURB I �, I I 11784 m 0
yT 'AND GUTTER P OFI LE A _-—' I I 472`,I+ r"w-�v _�
3 6" MIN - 12" MAX
I, I TES-12 4" THICK X 4' WIDE
k c1J II + + DARD-B LENGTH MIN. `
II I I EXTRUDED INSULATION ~~ w ?
2" THICK (AASH TO SPEC.: w
_ POLYSTYRENE M230
CUSHION `GRANULAR
BEDDING-_ WATER MAIN
-1-- - { { + 4 -` ; �� EXISTING GAS LINE
NORTH 19TH AVENUE WATER MAIN INSULATION DETAIL
SCALE: NTS &
� - - p0 Oti DETAILe .,
Co. 3 BURIED TELEVISION 2 -$
475
STA 10+ 0 TO STA 37+50 IN TALL 2750 LF OF 12" D.I.P.
4740 a 4740 s
EXI'SIIN'2 \RUONU INSTALL 90 LF 12" GRIFFIN /—EXISTING24" CMP
PROFI F �\ SNAP-L C D.I.P.
ROP014D ROAD PRO ILE— Z B RIED GAS LINE o a o
4730 - EXISTING 18" STEE CONDUIT 4730
- _ BURIED TELEVISION
SE DETAIL J��
__ 1
.5 MIN.
4720 OVER REO' --_-- -_ _ �` ^�� - - - 4720
- - - .5 MIN.
P
OVER REO'D47104710
4700 g ti m a m .m k 4700 At
4--2.� ,-:
ftzi
Q4
h�a N � N �3 -
O _
�; y 3 * W W 4690
46
1.5" MIN. EPARATIO
o EE C.O.B. STD DETA L No. 271 -2
0 a " -4
I
16
4680 z�` 4680
P 0
X a STA 27+4 TO STA 9+50 TYP "A" TRENCH BACKF LL
w o STA 2 +98 PROFILE A EOU LS STA 7 +00 PROFILE C
4670_ STA 0+00 TO 0+26 NO -SHRINK RENCH B CKFILL 4670
- I
STA 10+25 TO STA 27+ 0 TYPE "B' TRENCH BACKFILL STA 29+ 0 TO STA 37+50 PE "B" TRENCH BAC FILL
NOTE USE TYPE "A" TREN H BACKFI L WITHIN 5' OF PR 'S
PROJECT NO.
2605,009.DRAW NGS
m n a, m.m -.N ,�N ul N Q. -n �0. -Q, .fi P t`� 1 P �•N v N .e r�0 EP
i
'� m m _P ro In m " to `;m nlN rt�m n n o'm o'm 'm n ni3O r, N c l-rl ;!N n �N n SHEET NUMB_
i - I I v - - v. T _ nl r
r�C' r(h l.�rtl ".I l0a '�N nm N.W N^ nI�O ruN ,��Ul ,-.� ,..v �� i('1 �N �.N IUN ,.IN �.N - o M1�.Y h.0 n n^ hjm �jm M1� nJ�O ^,U nj,U N,D K,D t.JaD nJ`D rJ� n�
N .' ;'�IU - .. n..+
�, n �n n n nn n r.n n n •-.T h ^-n 'n r`n n n n� nn 2/6
vv v.v vv v.c vv .v v v.v v v "v "e vv v;v vo vv v,r ,ry vv v� vv vv v.r vv ev p va vv vQ vp vv c,r ve v-v vv v-o vp vv vy vp v�vQ vo v� v� v-v va v_v v'v vc vv v� 'ry vc
iO+DO ll-fW I.'+cu 13+Ou G 17+IJ0 Ie:I.-.ri I++.n U IN �2rOCl -<-nc 24+Lp r.,+'.;is 3J+00 31+00 32+00 3>. 00 34-00 35+00 3n+00 37+00 SHEF-I
\ I I REVISIONS p
NO. DESCRIPTION DATE i BY 00 ,E _
----� �\ 1 ROAD RE-ALIGNMENT 9/29/97 MEE -
- O 2 WHOUSE REVISIONS 2/17/98 MEE
9I I 3 IN-HOUSE RISASIONS 7/01/98 KW
BUILT rt 1 9 98 TJE = z$ z y F
I m l i � A-a6+
INSTALL 12x602 M.J.TEE W s
n FHYD ASS'Y w\6"MJ W.V. d `s L o
D I fI m &11.5 LF 6"D.I.HYD LEAD _
-� PIPE w\T.B.,V.B.
STA 47+80 FHYD.AV i I 17 &HYD.BARRIER POSTS
_ INSTALL 12x6x12 M.J. TEE& STA 60+50 PRV 03 0 41- $
FHYD ASS'Y w\6"MJ W.Y. 14
INSTALL PRV STATION = z C
&11.5 LF 6'D.I.HYD LEAD SEE SHEET 6 I I y
SHT 2 sw 3 PIPE w\T.B.,V.B. m co n4l
&HYD.BARRIER POSTS MIDDLE CREEK DITCH--� I 3 STA 60+00 CONNECT TOq
o I - 1 N EXST.8"W.M.REMOVE EXST.CAP& I I [n p > -�
+ STA 47+75 STA 56+66 I T.B.REPLACE w\8"M.J.GATE W.V. _ Fn x rn
INSTALL 12"M.J.BUTTERFLY INSTALL 12X12X12 M.J. TEE w T.B.,Y:B� I I m m
1 a / W.V.w\1.B..V.B. w/LB. I \ STA.63f�00 z-<
i 1 / IHSIALL 12"MJ BUTTERFLY Z<
_ STA 54+50 PRV/2 / N.w/T.B.,V.B.
AC WATERLINE & �' - _ _ _ _ _1 — /
/ PROFILE �\ ACCESS EASEMENT 19, INSTALL PRV STATION I- -- /� 0)JI �
JJ —A— �L /
12 W — — — -- — — — -- —- — —
o - 12 W o W c— o 0 0 0 0 o c
0 o c"
v — c
v v v v v v v v
-- -. _ ❑� u u t u� �j (f1 STA 62+79 o
INSTALL 32 LF OF 46"x36"CM ./
SEE FHYD INSTALLATION STA 54+25 TO ST/c 56+66.85 STA 62+79
FARMERS CANAL ••� NOTE IN THE PROFILE STA 56+47 \1 \ INSTALL WATER M NTENANCE INSTALL 12X12XI2 M.J.TEE m
/ STA 43+15 STA 54+25 TO STA 56+66.85 INSTALL 12"M.J.BUTTERFLY m m \ ACCESS ROAD 8EE DETAILe w\T.B. m
INSTALL 12"M.J.BUTTERFLY INSTALL WATER MAINTENANCE W.V.w\T.B.,V.B. o \ STAY INSIDE EIOSTING
STA 42+50 W.V.w/T.B.,V.B. W ACCESS ROAD SEE DETAILe a m o \\I ASEMENTS INSTALL 12"M.J.`BUTTERFLY
$ 2 STA E2+4Q 62 m
INSTALL 12 M.J.BUTTERFLY W.V.w\T.B.,V.B.
W.V.w/T.B.,V.B. - WIDTH VARIES
WIDTH VARIES SEE PROFILE "B" THIS SHEET EXSw EXISTING 8" WATERLINE
8 BAXTER LANE EASTBOUND LAN
�30'—� EXISTING 30' UTILITY. PROFILE B ( � � �- --�
10'GR DRIVE EASEMENT PER ~� ^
IT FILM 174, PG 1910 \I I INTERS
SLOPE TO MATCH EX. GRND-\ Y' 5• _ I
12"MIN.DEPTH 4" INUS „�� EXISTING 30' ACCESS
SELECT PIT RUN M T'L UTILITY EASEMENT PER I O
NOTE: FILM 178, PG 3331
DEPTH OF PIT RUN MAY BE TYP WATER LINE \ I
INCREASED BY THE PROFESSIONAL Icy
ENGINEER DURING CONSTRUCTION TO I EXISTING 65' ACCESS SCALE
PRONDE ADEQUATE SUPPORT FOR 1 UTILITY EASEMENT PER _ L� p _ a
THE CITY's MAINTENANCE VEHICLES MAINTENANCE FILM 98. PG 83 I - I ORZ: 1�� — 1 00
(AS SITE CONDITIONS REWIRE.) WATER MAINTENANCE DRIVE TURNAROUND 10'VERT: 1 ' =
e
3 ACCESS DRIVE (SCALE: NTS) I $
1 N1s1 NOTE: ONLY ON PRV #2 & N3 ` I 4770
4750 -- - - - - - - ------ - -
STA 42+5 TO STA 3+15 INS ALL ITY60 LF OF GRIFFIN SAP-LOCK D.I.P. JOZ.EMAN
OF
TA 60+00 TO STA 6 +36 TYP "B' TREN H BACKFI L V 12"
4740 - ST 37+50 STA 42 55 STA 43+15 T STA 56+ 6 N TE: USE PE "A' TENCH BAC FILL WITH N 251 OF PRV3 M SEE 0
STA 4 -67 STA-47+ 3 HEET 5
a /NSULATE 11R MIN, STA 6 +00 TO S A 66+36
+ V SEE DETAIL 2 SH£ET2 INSTAL 636 LF F 12" D.I.
4730 EXISING GROU D PROPOSED ROAD ROFiLE STA 6+56 TO STA 56+5 STA 62+71 T STA 1 7
EXISTING GROUND 4730
TA 42+6 TO STA 3+0 w SEE DETAIL 1 SHEET 2 SEE DETAIL SHEET
Q INSULATE WATER MAINm AINTAIN 5' Q
EE DETAILe SHE 2 IN. SEPARATION
PROPO ED ROAD PROFILE Z Z
46"x3 " CMP 4720 Q
4720- cJ ---- _ - --- --- ---- ---- - - _ _ � Z
---- ---- — _- — — -- — --- W O
6.5' MIN S-" 6.5'MIN.
COYER 0'D _ COVER RE D
4710 a 4710 Q z
zQ
W i e NOTE: I STALL FHY AT THE U � o Y Q
z HIGH P INT IN THE AIN,
4700
4700
Q m
I I I
6- tiT,
4m yti`j � * � Hb hm N �' tl�Q `J W
4690 3 e W ti m -
h h h g � � > U Q Q
4690
H • n 3 U
in
asao Z PRO ILE A 4680 (Q z
a - --- Q
a
� STA 56+66 PROFILE A EQUALS STA 62+79 P OFILE B i STA 62+73 PROFILE B EQUALS'STA 56+66 PROFILE A �
z o S A 66+36 ROFlLE B EQUALS S A 100+0 PROFlLE SHT 5 o W W
p I :D 4670 Q NO
4670 N o _ _
wr ft2- Q
STA 37+50 T STA 56+ 6 TYPE " TRENCH BACKFILL
NOTE: JSE TYPE A" TRENC14 BACKFILL WITHIN 2 I OF PRV #2 a O m
zo
Fo
a 4660
4660 w
N
�in Y1
rO
O o0` O up
0 n N - � _O OOD
N
^ V fIVD 3/6
pU 4,i.00 41+un 42+00 43+00 44+00 45+00 4n 011 4J+iiu 48+0u 4900 50+01' 51+00 '0: 54+On `5+00 5G,00 60+JO E1+00 62+00 63+00 64+00 65+00 66t00
m / / REVISIONS i J
B.4XTER LANE NO. DESCRIPTION DATE BY Co W F5 2 4�S o
ROAD RE-ALIGNMENT 9/29/97 MEE 0) a of a ti
n
W?o- �-
-- 2 INHOUSE REVISIONS 2/17/98 MEE w z o
3 MOVE WIT TO S_ SIDE BAXTER 8/13/98 TJE x o a
�..
4 AS-BUIL T 12/22/98 T.JE = i ao W rc o i z
U ~O
CD
PROFILE D -
/ r•/ STA 87+71 0- z
INSTALL 12"M.J.ENDCAP z g o oo x
l % (TOP-4699.15)w/T.B. U p u a m a w
t 3.
i�o?o ia�
30'X60' STA STA 87+69 MPC POLE
/ s1' STA 90+ UTILITY EASEMENT '? INSTALL 2"CORP.,EXTEND TO
INSTALL 8" .J.ENDCAP SURFACE. CONTRACTOR TO
w/T.B. REMOVE&PLUG CORP AFTER —SSE,REICE MAST 4" GRC EMBEDDED z
i FLUSHING&TESTING. IN CONCRETE O`
�� TA 90+79 FHYD No.N NA242412LP
07,
INSTALL 8x6z8 M.J.TEE k ll STA 87+04 PRF"C"= Hp FFMAN irP 1pp
FHYD ASS'Y w\6"MJ W.V. J(J - STEEL BOX W� TEL. - l
&11.5 LF 6"D.I.HYD LEAD 1 STA 90+30 PRE"D" DIALER & 100W '.� r<
h- INSTALL 12X8X12 M.J.TEE COND. HEATER & �.
PIPE w\T.B.,V.B. w/'tR o -11A/3W WP METER THERMOSTAT
'/ I 20A/IP MAIN 4
ij STA 90+ 11 BKRS ENCUHOFF N a a
PROFILE C NSTALL 8" ENCLc"
M.J.GATE VALVE PROPERTY LINE 3/4" SCH 80 PVC - N a
W.V.w\T.B.,V.B. I ABOVE GRADE F
MPC DIALE -
��.}- METEPIH
CONTRACTOR TOBACKFILL STA 78+14 .I RTRENCHTOTOP-OF-DITCHBANK INSTALL 12"M.J.BUTTERFLY o STA 83+07 MAI 1+'ta1`� GRADE W.V.w\T.B.,V.B. NSTALL 12"M.J.BUTTERFLY \\\ BKR0W HLAItnCONCRETE BASE UG TEL
TO SERv CE1 POLE (O M 1 E a/a" PVC
TO PRESSURE SWITCH UG POWER 4
fl�_�-� -• LN A — --n — y _ —i — - gyp\, MAINTAIN MINIMUM 18" CLEARANCE 1" PVC FO/R�iFt EPHONf C f�( ���� /2
�- -ea — --+x --� 'T` BETWEEN 12" WATER & 24" SEWER A l J TO— D I A L E R D D A I L_ 1` WIRINC L
_ b- -T�-24 SS r ---c7' �Y- C7 - _o - N'S of
----w- --- '�— --- ------ _ zT----Q -0-24 SS - s--- �' -�sTEL--`.`�. - _ / .,� a Z K
S zr — J STA 83+02 TO N.EDGE OF PNAN'T `--r
v u SAW CUT&REMOVE&
REPLACE 35 SY OF ASPHALT
EAST LINE OF cX 25' SEPARATION EXST 24" CMP SECTION 2 r n cp STA 83+02 FIRE HYDRANT ELE__VATION$ N
<ti STA 78+19 FNYD N0.3 INSTALL 12%12x12 M.J.TEE
STA 70+00 (PROPERTY LINE) z INSTALL 12z8z12 M,J.TEE w/T.B. O,
INSTALL 2X12 M.J.CROSS y1 EXTEND LINE 40 LF NORTH FNYD ND. ! - N726.25
ZJ I I &5 LF 8'D.I.P.DP w/Bx6 REDUCER
&12"MIT ENDCAP SOUTH w/T.B. m D &FHYD ASSAY w\6"MJ W.Y. ppp��� FROM TEE&INSTALL 12"MJ z, - y721.32 ,,., Y--I--i ��
o ENDCAP(TOP=4699.79)w/T.B - TO BE ADTUSTED w/FUTL/RE CONSTRUCTION �- m
O rnm w/T.B.,V.B. 3 O
z
� � yN � y' _ ?O 8E AD7uSTED w/FRTUR£ C0NSTRGCT70N �r
m I o 5 _ -rO BE AD7USTED W/FUTURE CCWSTRU0T10A1
D i- - y717,7 SCALE
8 4723.y3 HORZ: 1" = 100
— NOTE: EL£VA7/ONS REFERENCE THE FHYD ARROW NUT, V E R T: 1 rr = 1 0
47- _
4760
NOT : MINIMU COVER B kSED ON EURY
FROVI PROPOS D FINISH GRADE. PROFILE D
4750 - 4750 W
PROFILE C STA 3+02 TO THE NORT
ON SHRINK TRENCH BA KFILL - m a
STA 70 00 TO ST 83+02 STA 83+ 2 TO STA 87+71 STA 90 30 TO S 90+84
4740 TYPE "B TRENCH lBACKFtLL TYPE "A" TRENCH B CKFILL INSTALL 54 LF 0 B" D.I.P. 4740
STA 90130 TO ST 90+40 (n Q
TYPE "A TRENCH ACKFILL z Z
S A 70+00 0 STA 8 +71 INSTAL 1771 L OF 12" .I.P. Q
4730 STA 90t 0 TO STA 90+84 4730 y <
PROPOSE ROAD P OFILE Z
EXST H RIM W
EXISTING 24" SEWER EXST MH RIM EL = 709.8
EXST MH - _ qTA 4720
Q 4720 RIM EL = 471 .8 EST TELEPHONE CABL F TURE CUL ERT 1NSU TE WATER MAIN-
- D PTH VARI
BY OTHER3 SEE D TAIL @ I HEET 2 z Z
EXISTING ROUN - - - Q Q CO R REO'D PROFILE J
4710 m -- -- --- -_ E ISTING GR UND 4710 —
— -- ----- -- — MIN. EXIST NG 24" SEWER m
5'-- I
34 6.5' MIN- OVER RE_'D U W
4700 COVER RE S 4700 U ~
gN - : ?. O Q
O
XtSTING 2 " SEWER U
4690 N � 1.5' MIN. S PARATION 1:F`V7 r r)P q7r) r)Wr N[r) �)71'� 1A F 4690 Q
EXISTIN 24" SEW R W. k 3 u� Z
o m�C 3 mm IN BAXT R LANE 3 °pie Q
Z w STA 7 t 19 INSTALL 12,fx12 AU FEE w T D. -
�.a H s &5 L 8 O.LP.r REDUCER r .B. '�` o m ^ •o r._ - _ _ - W W
4680 �d &FH ASSYw)6' W.V. NNVN�* mw �7m F�� m 4680 N
��. _
Zo �g�H3 o mm Q m
w o TA 70+00 PROFILE EQUALS TA 28+9 PROFILE v p a i $ a s C�
4670 w TA 87+0 PROFILE EQUALS A 90+3 PROFILE �, " 4670 PROJECT NO.
O n n �o 00 rn n a �0. rna0 rn'N NOvD T rn rV. v O n ��n0 . ,,,M o . O I` n n r 00 O C90 2605.009.DRAWIN c
N OD O 00 O) I` nrl IncN
-
�. v J- _ (.. r,
SHEET NUMBER0 N rrO -16 o 00 ^ (6 O N � o 4D4 O O O) a Oi 6 0 or Or c; 0 a; H:�
O O O O C]O CJO CJO 7 O �O C)O C � O � ' fA0 0`
O y NO
. r. r. V lo v� '� .�
It 1 W-4 � V � .aV v1 v VV.4 v � � 4/6
ii1.pU SHEET3
i REVISIONS i J
NO. DESCRIPTION DATE BY pp in a
I ROAD RE-ALIGNMENT 9/29/97 MEE Q1 o i i a H
/ 2 INHOUSE REVISIONS 2/17/98 MEE
3 AS-BUILT 11/30/98 TJE Q a U o a
EXISTING Of WR w z W o o
I`' p MONITORING WELL a < w u
N'
O C) / I 3oamo
STA 100+52 TO 100+80 / I >'0 7
m / STA 101+16
I— SAW CUT h / INSTALL 12"M.J.BUTTERFLY _
m I I REMOVE&REPLACE / W.V.w\T.B.,V.B. - _, - - -•r•" '
0 30 SY ASPHALT /
D = / STA 101- -TO- 103+30 STA 106+73 li
BORE AND JACK UNDER 1-90 INSTALL 1 WATER SERVICE 1'
I b` ® �- / / SEE DETAIL b THIS SHEET EASEMEN 20'UTILITY O SCALE -
1 OVERHEAD POWER REMOVE f - -
STA 103+50 - 1 ' H l/R 7: 1 �'
IN 12"M.J.BUTTERFLY PALACE -� t
W.V.W\T.B..V.B.
r
20 TEMPORARY �41 w —
/ CONST. EASEMEN _
J_ // - — 2 W — — - ��, Q - STA 108+63 I w w w
- N/ fill,
r=- -�'-- INSTALL 12X12X12 M.J.TEE B B z N z
_ - LF 12"D.I.P.WEST III 12" 11 5 N g
/ STA 100+00 TO STA 100+50 /�� ` -� � ENDCAP w T.B.INSTALL WATER MAINTENANCE 20' UTI NT SKA7£ F r WC£ 0OACCESS ROAD SEE DETAIL 1 EASEMENT `k STA 10+23e 110+31 TEMPORARILY TAP THE 33p INSTALL 22 LF 24"CMP LE - ST-1 'x; P THE MAIN k EXTEND3/4"PR0FILE B NDIX D BLDG.Ik4REPLACE+27 OFENCE VE ST 00 COPPER TO THE SURFACE FOR �, VV/ TESTING OF THE CHLORINE RESIDUALrSTA 101+23 k 101+42INSTALL 22.5 DEGREE BEND w/MEGALUG THRUST COLLARS AND T.B. STA 110+41 CONNECT TO ['^T1/ySTA 101+43- TAP MAIN AT HIGH WHEAT DRIVE w EX.12"W.M.REMOVE EX.CAP AND WHEA l DRIVEZ POINT AND EXTEND 1"COPPER T.B.REPLACE w\12"M.J.BUTTERFLYEXISTING 8" WATERLINE G) OUTSIDE THE R/W FENCE(BAXTER LANE) (EASTBOUND LAIn
PROFILE E I STA 110+41 SAW CUT k REMOVE k
INTERSTATE - 90 I I� REPLACE 23 LF OF CONCRETE CURB -�� i -:�
BORE HOLE - ST- rr
SEE APPENDIX D <
SCALE -
2 HORZ: 1" = 100' 0
_STA 100+00 TO STA 1 0+52 TYPE "A" TRENCH BACKFI L
STjk 100+52 TO STA 1 0+80 NON-SHRINK RACKFILL ROAD BORING AND JACKING — TYPICAL CROSS SECTION
STA 100+80 TO STA 1 1+17 TYPE "A" TRENCH BACKFI L CASING CHOCKS - 3 EACH ;
4750 STA 101+17 O STA 1 3+30 BOREAND JACKLIMITS 4770 ROAD CROSSING DETAIL �� PER PIPE SECTION (TYP.) s
STA 103+30 T 103+45 STA TYPE A TRENC BACKFIL NTs 5 SHALL BE POWER SEAL
MODEL04 r REESTRAINEID ORENTER
APPROVED EQUAL. m <
W) 49
r` STA 103 45 TO ST 110+41 PE "B" RENCH BA KF1LL o < o o'm<o
4740 z r� 4760 CARRIER PIPE
Q 0 I 90 FENCE CASING CHOCKS u�
? Q
z z
a A J 4730 Q_. - --_ LL z
o °r° CASEMENT'PIPE. LLJ
Ln
x W w EXISTING ROUND SECTION A
4720 ao J 3 PRO ILE 4720 5 SECTION B BELL END OF PI"I Q
0 J NOTES:
/ \ 1. 12" D.I.P. CARRIER PIPE PLACED INSIDE THE CASEMENT PIPE SHALL BE GRIFFIN 5 z
SNAP-LOK RESTRAINED JOINT PIPE OR APPROVED EQUAL. z
STA 1 0+2 \ --- _ __ 2. CENTER RESTRAINED CASING CHOCKS CONSISTING OF TWO PIECE STAINLESS STEEL Q Q
INSTA L 24' CM _ BANDS WITH POLYETHYLENE RUNNERS; INSTALL 3 PER PIPE LENGTH - MIDPOINT -J
471 y J - 4710 AND MAXIMUM OF 2' FROM EACH SIDE OF THE JOINT.
FI LF Of CASEMEqT PIPEA 6 EX END 1' B YOND R/ FENCE 26.5' MIN. 1` 3 O JACKING AND BORING I CONDUIT EQAS IRE S 9 THISRS SING. INSTALL 12" D.I.P. CARRIER Q
N m
N COVI R REO'D U LLj
EXTEND CASEMENT PIPE 1' BEYOND R/W FENCES
4700 ti 4700 ---- - -- O Q Q
•.• � (emu r.
'DS1.O Ou� p iQ W 4690Tl
'
PROFILE E h^� � �� \/ /\ ! / � \/\ Q
2 /. /
=ow l 0�8 0� =$ESA ' LLj
STA 100+00 P FILE E y�m� �o = A 30" CASEMENT PIPE.
2 46800 a -.r 83-m3i EQUALS STA 66 36 PRO E B o 4680 5 WRAP-AROUND END SEAL WITH N
a - - -- i y; N s" ^ a - �. LONGITUDINAL SEALANT AND SECURE Q O
12" D.I.P. CARRIER PIPE THE CASING AND CARRIER PIPE WITF U m
I
i 0 TA 1 0+ 0 TO STA 101+41 STALL 141 LF OF 1 ' D.I.P. " STAINLESS STEEL BANDS.
~n I STA 10 +41 TO S A 103+4 INSTALL 05 LF OF 12" GRIF N SNAP- C D.LP. ----------------------------------------- --------------------- ----
w0 70 ----------------- ----- --------------------------------- PROJECT N0.
51 4670
05.
DRAW
Sr N tp -ul N �.,V) N -r 1. ��N I rV -N :T N N o o ^m Y'1 O Q,^' o ,� NOTES: 26SHEET NUMBS GS
r�ry cv _N cu ^-ry c n N SHEET NUMBER
o D `^o ":o :o u� o `•_o '-'o ^o -'a 2 M �N $ o 0 30" STEEL CASEMENT PIPE SEE PLAN AND PROFILE SHEETS
ASTM A570 GRADE B FOR BORE AND JACK LIMITS
MIM. YIELD STR. = 35000 PSI 5/6
MIN. WALL THICKNESS = 0.25"
I0:1.Uu Ir_II.OU 11i 11 111 "1 1104a,_ IC`_+UO 106+FD Iu!•ill 10i�•111_ IO`+ dL I:(•nli .
REVISIONS 01p
NO. DESCRIPTION DATE BY pp
1 ROAD RE-ALIGNMENT 9/29/91 MEE Ol
� oiia�,aJ
2 INHOUSE REVISIONS
3 IN-HOUSE REVISIONS 7/02/98 KW
U
$ iIS�B(R=LT /1/1M/� rTt g o w j a
i €
Q� p ib<Wp,Nw✓
0
8"GATE VALVE FLx L. 8" PRV FL- x FL 4'(L) X 4'(H) X 5'(W)
W/HAND WHEEL REINFORCED THRUST BLOCK 04 ®12" EA. WAY, 5 FACES
11" 11' TYPICAL BOTH SIDES ALL PRVS\l (EXCLUDE BOTTOM)
p>,3
LOCATE ADJACENT TO BELL END \ � )
DIRECTION TO 1'-2" 1'-6" 11 1/2"1'- 2'-1 3/8" 11 1/2" 1'-6" 1'-2"
FL X MEGAFLANGE CENTERLINE OF ROAD
O
48" MANHOLE RISER
SERIES 2100 CONNECTION � T-- _ _ _ _ _ _ _ _ _ _ _
ES W\ FL X MEGAFLANGE I— 24" MANHOLE RISER J
GAGE W\ GA W\ SERIES 2100 CONNECTION � SLOPE TO DRAIN a_
o ISOLA ION IS AT ION 2' I ACCESS
H VAL VA VE HATCH
�c 12"D.I.P. 8" PRV DIRECTION TO ;e
PUSH-ON X2P EMI P I I I I CENTERLINE OF ROAD
of WALL GASKET WALL G O K I z
-FLANGED COUPLING ADAPTOR q•VALVE
� + -1 B a
1 REDUCER
VALVE 12"x8" I
REDUCER 4" CAT E REDUCER
8"x4"x8" D.I.
FL. X FL. TEE, CLASS VALVE FL. X FL 6
4" PRV PRESSURE 1 1/2—�I o
25E CLASS
X FL 8'x4"x8" D.I. IIIF- ^
1" PRV PIPED INTO 8" PRV TEE, CLASS
SENSOR 250, FL. X FL.
(PRV Ni ONLY) 1 1/2" STANDARD PUSH-ON I —
q• JOINT 12' D.LP_ L -- --
U a
Z
12'-6' 2 0 �U m
DEPRESSION IN VAULT ���!!l��� v
MEGALUG x MEGALUG BASE FOR WATER REMOVAL F-�
THRUST COLLAR TOP PLAN
NOTE: WRAP THE MEGALUG RESTRAINT RINGS
FITTING PLAN W/POLYETHYLENE PRIOR TO POURING SCALE: 1/2" = 1'-O" N w A
THRUST BLOCK 1--+--�
SCALE: NTS STEPS SHALL BE NON-CORROSIVE, 12" IN WIDTH F--4
CONSISTING OF 1/2" STEEL ROD ENCASED WITH POLYPROPYLENE, O
STEPS SHALL WITHSTAND VERTICAL LOADS OF 400 LBS. AND
PULL-OUT RESISTANCE OF LBS. STEPS SHALL BE AS a.
MANUFACTURED BY MA. INDUSTRIES, INC, OR APPROVED EQUAL. FRAME AND COVER TO BE IFCO 773 FROST PROOF �
COMPACTED FILL - COMPACT TO MANHOLE RING AND TAMPERPROOF RESISTANT BOLT DOWN
ADJUSTMENT RINGS 95%OF STANDARD PROCTOR DENSITY COVER. ATTACH 4" OF EXTRUDED LJI
AS REQUIRED AASHTO T-99(TYPE 'A' TRENCH BACKFILL) INSULATION BOARD (AASHTO SPEC: POLYSTYRENE M230-70) r8
TO THE INNER LID AND THE LOCATIONS SHOWN BELOW.
-- —1_ FIRST ACCESS LID 24" MANHOLE RISERADJUSTMENTS RINGS
StCOND ACCESS LID
�� o AS REQUIRED
24" MANHOLE RISER ..... , ;
_ O S
r K
45" MANHOLE RISER —,y -.48' MANHOLE RISER m m ao
> _ PRV VAULT[ PARAMETERS i o m o
w 4"THICK EXTRUDED INSULATION BOARD 1. SUBMIT SHOP DRAWINGS AND CALCULATIONS STAMPED BY
t� a '(AASHTO SPEC - POLYSTYRENE M230-70) AN ENGINEER LICENSED IN THE STATE OF MONTANA
> - TO THE ENGINEER PRIOR TO FABRICATION. iA
2. REINFORCED CONCRETE VAULT SHALL BE DESIGNED USING V)
AASHTO HS 20-44 LOADING. Z
3. PRV VAULTS SHALL BE WATER TESTED FOR LEAKAGE FOR A
o� ------ PERIOD OF 4 HOURS 'NTH NO LOSS OF WATER ALLOWED.2 Ile
THE VAULTS SHALL BE FILLED TO THE TOP OF THE4
_ MANHOLE RISER FOR TESTING. M
io LL Z
�—' 4. PRV VAULT MAY BE CAST-IN-PLACE OR PRECAST
^W^ Oc
NOTE: ALL JOINTS BETWEEN VAULT SECTIONS, 1.L
16" O.C. - M MANHOLE RING & TOP SECTION, AND AROUND Q
WATER PIPE INTO VAULT SHALL BE WATER-
TIGHT. JOINTING MATERIAL SHALL BE "RAM-NEK" Z Z
I i
e
-- OR APPROVED EQUAL FOR ALL JOINTS EXCEPT BETWEEN
W PIPE AND VAULT WALL WHERE LINK SEAL Q Q
WILL
BE USED.
c .J
L
CONSTRUCT X A E C NATION SI OP ES OR
Q
H
H S ORING AS REQUIRED Y OU ED B OSHA M
APPLY CONSEAL CS-55 DAMP-PROFFING TO OUTSIDE LL �m
2" DEPRESSION OF PRV VAULT STRUCTURE OR APPROVED EQUAL /1 w W
_..)`. 12" OF 3" MINUS STRUCTURAL FILL WITH V
I Y SLOPE TO DRAIN 0-20X PASSING THE /200 SIEVE (FINES O Q Q
L SHOULD BE NON-PLASTIC) - COMPACT TO
-- - 95%OF STANDARD PROCTOR DENSITY U 5
(AASHTO T-99)
ADJUSTABLE PIPE SADDLE SUPPORT Q
BOLTED TO THE FLOOR (TYP.)
A PLACE (3) UNDER MAIN
SECTION !
PLACE 2 UNDER 4' MAIN
g SCALE: 1/2" = 1•-0" VAULT S_ ECTION LLI W
6 SCALE: NTS a NN
DEPTH TO VAULT FLOOR DOWN STREAM r, m
PRV NO. FROM PROPOSED FIN. GRADE PRESSURE SETTING HGL FT V
1 10.3' 7 P I 4912
/2 �I'3.3'/1,4� 82 PSI 4900 PROJECT NO.
#3 10.8' 117 PSI 4988 2605.009,DRAW NGS
SHEET NUMBER
6/6
VAULTM