HomeMy WebLinkAboutEquipment Storage Building - Department of Transportation NOTE: 1.A 30 FOOT UTILITY EASEMENT WILL BE REWIRED FOR THE WATER K NEW 2%HOTMIX o
MAN EXTENSION PRIOR TO INITIATION OF CONSTRUCTION. REPLACE ASPHALT ASPHALT PATCH EXISTING
I7 1 2,APPROVAL OF THE WATER MAIN EXTENSION BY THE STATE WATER WASH TO MATCN EXISTING UNDERGROUND LEGEND TO MATCH EXISTING. ASPHALT
I 1 QUALITY DIVISION IS REWIRED. STEAM 1 MONTANA DEPT OF / 91111
BUILDING r H10BWAY5 NON-$HRIW( SYMBOL BOL DESCRIPTION CONCRETE BEARING AREA - NFPA 24 v`o
NEW NATURAL GAS SERVICE y- / oa BACKFILL DETNL OS11BY VALVE KENNEDY CMi MUELLER MIN 6'-6" OF
I PIPE 90'BEND 45'BEND TEES, PLUGS, CAPS.
1511 RISER COVER ABOVE LAYBACK TRENCH AS
SIZE S0. FT. S0. FT, NE HYDRANTS
_ NEW ELECTRICAL i TAP N WATER MAIN BY _________ NEW UNDERGROUND LINE TOP OF PIPE- REQUIRED 3
STAKE I SERVICE / �° �lf
dtt OF BOZEMAN. - _ _ IN. S0. FT. COMPACT TO 95$ m
-�-- AT CONTRACTOR'S EXPENSE - EXISTING UNDERGROUND SERVICE WATER MAIN RELATIVE DENSITY
I 1 --------- - UNDERGROUND VALVE MUELLER OR PACIFIC STATES
( ) 1HRQUCHQUi 517E AREA
Nl"X6"TAPPING SLEEVE 4 2 2 2 TOO OF I CONSOLIDATE
M/ NEW 61(6%4 TEE FXIETD AND 6•MUdifR NAPPING THRUST BLOCKING 6 5 3 4 °e TO OF PIPE WITH SAND. U N N
Y NEW ATTER MIN 5'-OG P111G L/Y VALVE ARE TO BE FURNISHEDOS&y OUTSIDE STEM h YOKE 8 8 5 6 a o w w
L AND INSTALLED BY CONTRACTOR LION UNLESS OTHERWISE NOTED 10 1T BE
3 7 9 °°L.. gg4°' °., • a zd
1 SEE 2/TP7 •wa.� e o
WITH CITY OF BOZEMAN 12 18 10 13
VALVE AT PROP,111E I MAKING TAP CONTRACTOR 14 25 14 18 // ON PLANS.
AS NOTED n
SOMALAM I EQUIP. /j I� 10 COORDINATE) 16 32 18 23 L MIN 6" SAND
5 i STORE7 BAY �NEW/ BY e WATER SERVICE
I I� H ANi LEAP 6'MIN FOR REQUIRED LEFT ' EU�NCDERLpA�YM/E�N T.yy1
G FOUIPMENT j (DUCTILE IRON,CLASS 51) W" L CRASH GAZE (D�IILE IRON.CLASS 51) BEARING AREA �\ NEW WATER L.J16 SECTK)N -1 xcA.f PROV11offD BY � NEW FIRE HYDRANT
11-HUST BLOCKING DETAL r
I 1 UUIW NC j / 2'-0'MIN CLEARANCE I NDOT. SEE 4/FPi
FROM ANY OUTSIDE I� BY CONTRACTORP7 ND SCALE P IH] SCALE
WALL- ALL DIRECTIONS
SEE DETAIN 5/FPi 1LASTING CCIRCULATINGCIRCULATINGW E9
WATER MAIN
6•-6"INN COVER FINISHED MADE SEE 5/fpl
UNDERGROUND NOTES I FINISHED GRAM -
J ¢ I E SFE 4JFP1 FOR H1ORANT
6 e o i DETAIL --
I I 1) ALL UNDERGROUND PIPE IS TO BE INSTALLED IN ACCORDANCE WITH y
MONTANA PUBLIC WORKS STANDARD SPECIFICATIONS, THIRD EDITION,. I
1991, CITY OF BOZEMAN MODIFICATIONS TO MPW. ___SPORES' i _____ }- {°N.J.EllXWIi� 2) NO CONNECTION IS TO BE MADE BETWEEN THE INTERIOR12 BAY I II PIPING AND THE 4"KENNEDY OSBY VALVE, UNTIL THE UNDERGROUND STA 1+67 STA 1+57STORAGE € PORTION OF THE SYSTEM HAS BEEN ACCEPTED BY THE CITY OF BOZEMAN. NEW 4"M.J 90NEW 6"7(6'%6
NEW 4°SERVICE PROFILE NEW ARE HYDRANT PROFILE
w I I I ddd 3) NEW 6" WATER MAIN AND 4" WATER SERVICE LINE SHALL BE CHLORINATED, PRESSURE mom
I EXISTING II TESTED AND PASS BACTERIOLOGICAL TESTING AS PER MPW AND CITY OF BOZEMAN ROUSE
z I I FEND ] REQUIREMENTS. NEW 6" WATER MAIN AND 4" WATER SERVICE LINE SHALL BE INSTALLED AVE -
1 I J WITH NO LESS COVER THAN THAT OVER THE EXISTING WATER MAIN AND EVERY 96
v ATTEMPT SHOULD BE MADE TO OBTAIN THE MINIMUM REQUIREMENT OF
1 6'-6"OF COVER. :. ;
-
NEW SANITARY
APPLICATIONS FOR THE NEW WATER SERVICE SHALL BE MADE AT CITY 94 - o z r -
SEINER I OFFICES(35 N. BOZEMAN) PRIOR TO START OF CONSTRUCTION. e o
' (SEE ARCH.SITE PLAN Al) rn I c>
5) NO WORK IS TO BEGIN PRIOR TO RECEIVING WRITTEN APPROVAL BY THE a• STA. 0+35 _
I I CITY OF BOZEMAN AND THE COMPLETION OF A PRECONSTRUCTION MEETING 92 STA. 0+00 6"X6"X4" M.J. TEE f
--
II CONDUCTED BY THE ENGINEER. EXISTING 16" CAST/ 6• DUCTILE IRON CONTINUE TO STA 0+355 4•
AID - WATER MAT N�A�� ��4"Y.J.90 -
i 6) NO WORK IS TO BEGIN PRIOR TO OBTAINING APPROVAL OF MOOT FOR STREET CUT. - _Q_ __•6"RUG P ------ ----------------0
-- —' MAIN I I STA. O+1�STA 0+30 STA 1+67 -
7) CONTRACTOR SHALL PROVIDE SHALL
PROVIDE
OF NEW WATER SERVICE LINE AND WATER AIN 4'M.J.90
GATE ' TO ENGINEER. ENGINEER SHALL PROVIDE AS BUILT TO CITY OF BOZEMAN. 6" TAPPING 6"%6"X R Y.J.WEE
I � " _ _
-- VALVE TO HYDRANT Z
I I B) ALL FITTINGS SHALL HAVE A MINIMUM PRESSURE RATING OF 175 PSI.
0 20 40 60 80 100 120 140 160 180 200 220 240 �R O
-T I 9) MATERIAL SUBMITTALS SHALL BE SUBMITTED TO CITY OF BOZEMAN TWO DAYS V
PRIOR TO PRECONSTRUCTION MEETING(MINIMUM). 3 _NEW WATER LINE PR09LES Z Q
10) PROJECT REQUIRES ADEQUATE FULL TIME ENGINEERING INSPECTION NO SCALE Q
11) FIRE HYDRANT TO BE PLACED PER CITY OF BOZEMAN REQUIREMENTS 02718. J Q
50Z
_TAMARACK SIREFT_ in L Q .-
i
N 0 <0
� PLAN
zz -
MIN. 4'-0" CLEAR ALL O
Al S G'- LAN � AROUND (TREES, O NEW HYDRANT Q
HEDGES, BUSHES, ETC.) �MUELLER O �•
CENTURION U- Z Q
ADJUSTABLE SCREW TYPE
ELEVATION ``��/ VALVE BOX WITH LID O Q
GROUND LINE 0.2' ABOVE TOP OF �
Acnn°,xrAxsu�sm�rm AT mis LounaN GRADE Z Z W O
Z L z
•os's As
reioico na°w
/ W WN
4•on LARan n,I b IMI a.s'A 71 O e \\jT\j 4ogt Ya`O�o•%/\\ L �Y/�
-Ass si arcnE m nAA[wArroRs xor r 't d / / q°w° yL•s,° W
wox nvc(rroKu rirseu raA uE bscx ccwxuR � \\/\\j ®°.e•g � NON-SHRINK BACKFILL MIX:
UNDISTURBED _
:,<t::'...Y,„r•. -Y• .•.(r]aw a ///// ° °�o s°g //� ING�jEOlENTS WEIGHT/C.Y. EARTH
MIN. 6'-6" COVER L.L
d CEMENT- 0.45 SACK 42 LBS. O Q
\\// °w.q• I'o / WAIER - 39 GALLONS 325 LBS. CL
\// • 6 g• / AIR:(ENTRAPPED) - 1.5%
s' W W
oIXayxi]q]l ua NN CM]JRSE AGGREGATE
a r "r aocv E�nmIQlnx�IslaAnr.x \� (1"WAAX. - SIZE 57) 1700 LBS. Q
TO MAIN LINE
,\\ B \\ SAND(ASTM C-33) 1845 LBS. CONCRETE
vAsruL vALAs Al \ a•w n n \ 4• \ 3912 LBS. THURST BLOCK
�^*cu�0L^ an o mm1Nl REaxovlrs ra nsrruxlux a \//0 .\� 6 a �—JOINT AS REOD FOR
asrn caxnan.rbxs) Baec aRa rN'A 1Esstar \\�//•° °//�\ PIPE SPECIFIED
NEW 6" AUXILARY
ne rssl rrrnua■�a nA eunw vuu a A u usco,nAxrXB d ��// w •rF°Oo // NONI-SHRINK BACKFILL TO BE .x. -•->k" GATE VALVE
USED IN ALL PAVED SECTIONS -
a a Y erzB. OF e.olncse nM a OF HIGHWAY
cmM W NAX K �(C")10k IGNT OF WAY.NON-SHRINK MIN 1/2 CUBIC YARD FLANGED JOINT
BfERAllax M M RRBP09D Ra9nox Ir[RQY at NBN1aMIN)Ae 9e1w
a M vnvROArn AW6 - K 1 IF 1 BACKFILL WASHED GRAVEL
c Rrsr,Nulol As 91oBA a nE AWP01m nN1s
�.wE�¢nua Aan� trrs ffyA 1BNAY o YWmaal N1r�aal�E au n� ® FFIE H 1 1"TIA"N\1 DETA&
s a an'mw w r�rBva ma a u'.Nu A P NO SCALE
e.N]4nAAa ut AWAMIEMNMs 9wc xAs A WAY rR[s9wt RAIMA ,pg N0, 4BL795
a m Hsi
).Nl YRQt U(5 A'ARB vAaF 9A.0 a QASS 51 BQat wa we
n B m 9nxc 9[Boat oca rNrt As9vnr 9Nu a[aw x va rB Bow DRAWN BY BK
H BeaBNA m owrnx NPSn[IN)No-'Ault PPE wxncn(wrrrsia.w! NOTE: DH
rc«Ax:cu W DaWLC A C sElra IBA 9OAB NA*A A•lx1 rxa vuK AsSE]Blr. a NON-SHRINK BACKFILL SHALL BE USED IN ALL PAVED AREAS. CHECKED
ECE
n .+� NON-SHRINK BACKFILL SHALL BE POURED TO WITHIN 4" OF THE ASPHALT SURFACING FLANGED SPIGOT PI 4"AIUELLER OR DATE SEPT 9 1994
AND ALLOWED TO SET A MINIMUM OF THREE HOURS PRIOR TO PLACING ASPHALT. KENNEDY OSkY REMSED2-27-1995
e•ia.xAAw--n srcu we UL LISTED
wusT moo 300°Rs-`COMA IF THE ASPHALT IS NOT PLACED THE SAME DAY, SLURRY SHALL BE POURED TO THE V4" MIN. REDIROO, INSTALLED 3-7-1995
9buB WAVS1ALL B91 IS exBssat,a M1 EWaL fK raLB E AQ TOP OF THE ASPHALT, AND A MINIMUM OF THREE HOURS CURING TIME PRIOR TO IN HALF THE AVAILABLE 3-16-1995
cN1 BE MAa PERMITTING TRAFIC ON THE SLURRY. PRIOR TO PLACING THE ASPHALT SURFACING FLANGE BOLT HOLES(TYP) NISHED FLOOR
A ne=-E -won(unraAlll vuu K w we 9a(A SS)AS me 4" OF SLURRY MIX SHALL BE REMOVED, AND THE EXISTING PAVEMENT SQUARE CUT TO = 4-9-1995
BaeEc aca_w AssE9ar ra A Wlall a a9(B)'of aA•ElEns wsm.a ]r >]" A MINIMUM OF ONE FOOT BEYOND THE TRENCH LINE.
lw 1na1 a)m Boa]aca INs ASSOIRr --- AB-7-31-1995
B nlE anode nH awns(BaaeB )9 K w w[sa(x .9a)As nt
Banc aca vNA[Asmar raR A W1EY a me(])we_w.B w.a ASPHALT EDGES SHALL BE TREATED WITH TACK COAT PRIOR TO PLACING THE
Av uAAnAxa Aeovx c iANuxit a1 nR Boa[oca rNAf ASYIar xorz. -T.1 RE-wro BAR 1 cwsl PERMANENT PATCH. MECHANICAL JOINT ELL
r.:srsB Haan mot.1wsrt4Al1) uxE_A• °AwT rosTs Axrx ve"+•..uAAAs nrcT,NAc,.r<xr nrB A MINIMUM OF FOUR INCHES OF HOT ASPHALT SHALL BE USED FOR THE PERMANENT
oaT ( vus)ImS •i' PATCH. COLD MIX ASPHALT MAY BE USED AS A TEMPORARY PATCH UNTIL HOT MIX
ATEB srzcL rAu nArz -la►1c IooRxsan)11[9a •A'
s/'e Axx.'14axcss Rf Ar-Wa IBA 1rstQAN a BE BFA[fD b A Y AS 9II A WIIM a 10'(IO R Y) ASPHALT IS AVAILABLE. 4"CLASS 51 d1CTIlE NON
RRrw]B ne rrsTNuwl a M BR Bout MUWLAc Arf]eLr.W Woo]earaA11
Ill(YU51 BE RE-aB 10]'Iai A wSTANE[a 6'(]12�BFiaR[I'a U°9aD la M
BBBNSIRENI OF SINE a f.
THRUST BLOCK
CITY OF BOZEMAN SCALE STANDARD SERVICE NO.02718-6A OTY OF BOZOWN SCALE: NQ 02718-5 SC'�' 5 - F P1
LINE NSTAILAMIN HYDRANT BARRIER POSTS YONTANA HIGHWAYS
DEPARTMENT OF NON-SHRINK BACKFILL(SLURRY) P NO SCALE
STANDARD DRAWING NONE FEB.199J STANDARD DRAWING NONE FE&1991 HOIWAYS NONE