HomeMy WebLinkAboutWillson School Water Service EXISW BUILD!.wA I _ ❑A', 'iN•4'' II,Ir
APPROXIMATE
EIosTNc cR,N>E
NEW TM IN THE WATER WIN BY THE
CI'Y(1 4G7F11N1 AT'HE rv7NTF'AfiOliS 100-0 'TAW O T PANH AND REPAIR F
BABCOCK STREET
C!GfN AG N. '. _����VN VE ARE EMKTING ASPIULT PAIN AND
TU BE FI RN.:W ANLI w TAUtO 61 THE �-BABCOCK';7REFTCUT
RE01�
CONTRACTOR MDT THE OTY OT BOZEMAN SAW CUT CONCRETE
C IAXr'AM E%LING CONCRETE SUB
�I/IKED 1N TAP 99'-0' EASING CONCRETE CUI�
KREY UDACT LOLAIION AND O(1'tn / AID GI771CR
-\ 2 CUT AND PAW IN 5TwG OF EXISTING WATER SERVICE.
M_1 ASPREQ RED F M SIREft / 98,-0, l!
AS PCOIIHCD FOR NCW WATER SE —L///SERVICE APPROXIMATE STREET EUVATION �E�T
- STORAGE--JYWLF7 M1E1LEk-.- _.—' _._-._ _._. - 'CHEF_ -..— _ __—_--.__� 91'0• -- y � � MY».I
6x6K4 TMTlw Iw'II:I MUDLER .
EMSING NEW 4'WATFP-,F , D) 4'FHA!GED x MECHANICAL JOINT TAPPING _
POWER POLE THE DOSIING AlW G'MAIN OLVE WITH VALVE BOX 96-0 7
BETE CURB AND GUllTR —--_.. .- _ CURE DRIl1 CONLREIE I �
1 BOZEMAN
TAP IN WATER ACT BY THE CITY OF
THE CONTRACTOR eASELENr MU.AFEVE
91'-0' 2 WILLER(A/CONTRACTORS EID No IT'
MID SEII PRWDE NNCHON \y
W I IS TO LOCATE ALL EXISTING TAPPM 6"A4"TAPING SALVE AfD}'MUE LEER APPROXIMATE DEPTN LIE MIRY IS 5'-6' PLATE PER OCTAL 1
UTILITIES PRIOR TO ANY AM IN VALVE ARE ro IE CONTRACTOR
MSLRA7ON I NSTM LED ABOVE PIPING li
EXISTING AM INSTALLED 17r TEE CONiRTLIOR
Exs Nc GLs sRK E DEMOLITION OR CONSTRUCTION. 9s-o NTH THE CRY OF BOZENw MIND
SEAM THE CONTRACTOR NE TM M-I
E%ItINc. l SHALL PAY FOR ANY DAMAGE
SEWER E p W SAW OJT CONCRETE�WAY TO ANY EXISTING UTILITIES. 97_O
SERVICE \ SERVICE w AS REQUIRED FOR THE 051ALUTION
rl w OF FIVE MEW WATER SERIAM 91�_O" CONNECT NEW 4•WIESIC SCRAG-
PARXI CONCRETE TO MATCH TO EXWft 6"WATER MAN VERIFY
DOSING. EXACT LOCATION,DEPIN AND EXACT OUTSIDE
DVAN"OF EXISTING WATER MAN
W i A•CLASS 51 DECENT LNEO 90 O ,
AND COATED DUCTILE/ION
C PIPE MAIM AEGl1MGX JOLTS
1 y BIT'_O•
W w I
3
r ------ -- - -
,O APPROXIMATE BASEMENT I
I (FQ ELEVATION
B6 0 �r
Y I 1/11NIE/I1IOF SLOP
1 1 85_0.
D.00 0.05 o.Eo a15' o.p' o.n' a30' 0'35' 0.40' 0+4s o.sn' 0,;5' o.u;
DE M F 4I I I u Ili
L" WATER SERVICE PROFILE EX6I,-NATEF
rR/w FIIPN[1� I AND FIRE
NO SCALF:
sloRAct \M I oNoml SHEET, Z
Ij WATER SERVICE NOTES ADAPTED FROM:
CITY OF BOZEMAN REQUIREMENTS FOR INSTALLATION j 4• TCR SERVICE 1
�I OF DOUBLE CHECK VALVE ASSEMBLY FLANGE T�TMiUOED
O W
RWAWKMc/W",-] AIN I_ I ON MPE `
EXIST%,WILSON SCHOOL BASEMEN; �� I 1 THE FIRST FIRNG INSIDE OF THE RUM SEWL BE A UL � I 4'OS&Y VALE /
LISTED FENXED 4'IENEDY OR NUDES OS&Y VALVE
1 COMBINATION METER/SIMMER IMMEDIATELY FOLLOW THE ELBOWS l
METER MIT BE SET HORIZONTAL.
J\ I 1iM l 11 2 ALL DOUBLE CHECK VALVE ASSEMBLIES SNAIL BE IB"xi�j 3/4'REDE
A UE OR FM UM COATED ROD IN / „,/ TYPICAL
— S.APPROVED BY THE UNIVERSITY OF SOUTHERN CALIFORNV STEEL HNf OF CAST-M-PUKE
0.Aj[ ' NOTE.
FOUNDATION FOR CROSS C@•UCR011 CONTROL AM 5/I6'TRd�{ BOLT N0115�_-' ��E PIPE REDUCER
1fTDRAIJIIC RESEARCH(USCRCCCHR)FOR 0{ERATAII/IN THE l/� i THRUST BLOCK
PPW
HORIZONTAL POST"AS SHOWN ON THE PLANS PRESSURE OUTSIDE ---f L OBE TYPE
BIKER RWu C.INSTALLED AS SHOWN ON THE PLANS. /GAUGE SCEOARLE T CO SIfEVE ALL l COPPER WRAP
I 4•PRESSURE RED AT COMCRG EVAL FLANGE OR
3 HORIZONTAL MSfALU11DN5 SHAH.BE A MINIMUM 2'-0'ABOVE 1 / FWD[FITTED$
I vALK SET AT 85 PS GATE VALVE
THE FLOOR. `WATTS LODFL II122W
S - -SIIIANEk
j I -ti-�. � 4. THE SERVICE RISEA SHAH BE A YNILLM OF 1'-0'FROM AN WiSNN WALL. �/1
AND AA M0JM OF IM �7AICE 5'BELOW FINISHED GRADE.5. THE WOk" SHALL BE A MINIMUMOF 65', NITERS Q U 1
L, SITE PLAN - PLUMBING 6 E>< � L NK A VALVE P J _J
MINIMUM PRESSURE Mfk/G OF 175 P9 /1 1�DOUBLE CHECK Hn� BEARING AREA Of BLOCK N 50.Fl.
7. EL SERVICE EIES 4'AND LARGER$FULL M CLASS sl / CONTRACTOR IS TO SUPPORT SIZES TEE A END 90 DEG 45 DEG. 22 1/2 DEG. 11 1/4 DEG_. z Q
,\1 DIX'TLLF M011 APE. FLAtFISSURE
PURCHASE WATER
N j/ cOOMs LEER EIOEF TAIL �' 4' t.a 1.4 o.a o.4 0.2 I �I
I;B" - 1' 0" 6 LIE SI2W TINE DOME CHECK VALVE ASSEMBLY SHALL L3J LLJ%REF xw4BTP BL EQUAL N 9ZE TO BOTH THE MCOMNG PPE DIAMETER (TE CRYNNDUZEMAN 6" 11 3.0 17 0.9 0.5
FEL WLYIYI (UPSTRLWi AND OUTGOING PIPE DIAMETER(DOWNSTREAM).(i 1 4.OSVIY C% 'TAPS O WILL
VALVE CONNECT f0 3/4'EMS ON C 8" 3.8 5.4 2.9 1.5 0.8
PRESSURE REDUCING VALVE.
AVENUE CXTEND SERVICE NEW SHOWN hR wm A.�pA•F.r�TNL 1 IYWAL TFR W BLOC( DETNL 2
AVENUENFIN .1CJ\nVG
UNDERGROUND NOTES
OTEZ rNGON THE PUM& NO SCALE M_, N SCe E „_,
METE
T ALL UNDERGROUND PIPE IS TO BE INSTALLED IN ACCORDANCE WITH MONTANA PUBUC WORKS STANDARD SPECIFICATIONS, FOURTH EDITION, (JANUARY 1996)AND _ _ ._ NOTE. l
CRY OF BOZEMAN MODIFICATIONS TO MPW AND THE CITY OF BOZEMAN DOMESTIC WATER SENVHCE.LINE STANDARD (MAY, 1997). THE PAVEMENT SHALL BE CUT ALONG A NUT VERTICAL VERTIM TRENCH WALLS WITH SHORING F
2. "CONTRACTORS MATERIAL AND TEST CERTIFICATE FOR UNDERGROUND PIPING" IS TO BE COMPLETED AND SUBMITTED TO THE CITY OF BOZEMAN PRIOR TO LINE A MINIMUM OF 12•FROM THE EDGE OF THE TRENCH TO CONFORM TO O.SHA REGULATIONS'
THE FINAL ACTIVATION OF THE SERVICE LINE.
3 NO CONNECTION IS To BE MADE BETWEEN THE IN7E RIOR PIPING AND THE OS&Y VALVE UNTIL THE TINDER GROUND PORTION OF THE EXISTING STREET SURFACE ,TYPE 2 EXC.
SYSTEM HAS BEEN ACCEPTED BY THE CITY OF BOZEMAN. ___-____ -.-_ _ ___ - SUBCMDE OR Q
4 NEYN 4'SERVICE LINE SHALL BE CHLORINATED,PRESSURE TESTED AND PASS BACTERIOLOGICAL TESTING AS PER MPW AND CITY OF BOZEMAN N+EA T1�- - -
REOUIREMENTS. NEW 4'SERVICE ONE SHALL BE INSTALLED WITH 6'6"OF COVER AREA IICiON 12 GROUND%RFACE 18' MAN. � Z U)M
APPUCKDOMS FOR THE NEW WATER SERVICE SMALL BE WE AT THE CITY OFFICES PRIOR TO THE START OF CONSTRUCTION. L.L.I O Q Q Go
I, NO WORK IS TO BEGIN PRIOR TO RECEIVING WRITTEN APPROVAL BY THE CITY OF BOZEMAN U O 1— n N1
I. NO WORK IS TO BEGIN PRIOR TO OBTANN4G CITY OF BOZEMAN STREET CUT PERMIT.
8. CONTRACTOR SHALL PROVIDE AS-BUILT OF NEW SERVICE LINE TO ENGINEER ENGINEER SHALL PROVIDE AS-BUILT TO CITY OF BOZEMAN 1 I � U O O 9. ALL FITTINGS SHALL HAVE A MINIMUM PRESSURE RATING OF 175 PSI.
10 SERVICE LINE SHALL NOT BE TURNED ON UNTIL INSTALLATION OF DOUBLE CHECK VALVE ASSEMBLY IS COMPI ETE I �, 1.1.1 Q O A I I I. MATERIAL SUBMITTALS SHALL BE SUBMITTED TO THE CITY OF BOZEMAN AND THE ARCHITECT/ENGINEER _
12 THE CONTRACTOR SHAM VERIFY THE LOCATION OF ALl BURIED UTILITIES PRIOR TO THE BEGINNING OF CONSTRVCTpOFI. _ BAp(SLOPE AS SPECIFIED TO I JI - p
13. ENCASE PIPING IN BLACK POLY THE • CONFORM TO O.S.HA REGULATIONS• I
14. THE CONTRACTOR SHALL COORDINATE A PRE CONSTRUCTION MEETING WITH THE CITY AND ENGINEER TAPE 1 EXC I �� Z Z Q N c
1S, THE CONTRA,C70R SMALL NOTIFY THE CITY AND THE ENGINEER 24 HOURS BEFORE BEGINNING CONSTRUCTION • — Q
16 THE ON SHALL APPLY FOR AND PAY FOR ALL PERMITS AND FEES REQUIRED FOR THE PROJECT - (NO STEEPW THAN OR SLOPE TYPE"A" {—� /� LLJ 0 U� E O
_-__._._- ______--_...—___.---____._____ • EXCEPT FOR ROCK) TRENCH BACICFEL
MECHANICAL LEGEND {_�, DOIfWL CHECK TYPE FA K FLOW IYEVENTER • • NOTE, SINELl IN RACKSLE OR FROSOFM
THE BOTTOM
TRENCH WALLS / 3 Q J N
--.H�- uWON g• '• • 1RENp1 (11PEEXEGVATON)•1N BOTTOM OF THE -�/41M115 Q m N
nUE:Not Al'!Wens AIE USED ON THIS-PRDAn ISO nVNE HaI SYANns us[D) _ - SELECT BEDDK MATERIAL
(E)— WRITES FXISIW PPW.DUC POW OR EOIAPMKF -«-. STRAKER • I • •SEE 0S�H�SECTIONTY 1926652TH REGlAATONS FOR COMPACTED TO 95x DENSITY m
:.WVRY 211FII,SIR OR rA`:,[FEia ROOK SU4 OR FJRIDE(ss) PLACED M 6'LAYERS AND
,A,. ��a� • • IMPORTED 3/4-�n SELECT BEDDING MATERIAL — I AS PER I EXCASHTOVATION
T-99 71 �
sNIRAn AVER.Spl a WLs¢A6oA FIDDR(ss) y ���--yr -�-�-- 10' MA%{F TYPE 1 EXCAVATM]N IS USED)PP[RE HORZONTN4^ COIPACTFD TO 95%DENSITY AS PERTTYP�I PIPE BEDDING
i— PP[E18DW GOWN
—-—-—-— DGMESRC NID WAIW(CNN �?-- PEE RYR W \. • • • NOTE'PATCH AND REPAIR ALL 6•
-F— rFE SF S"MAN CONCRETE AND ASPHALT STREET TYPE 2 PIPE BEDDING
EE PFE, OFF BOTTOM CF LVAI
$DEWA1cS. RBS,CUM
U GIIThRS
—G— IMNDN GAS PIE. 7 / AND DRIVEWAYS. SOFT OR WHERE UNSTABLE FOUNDATIONFIOR TYPICAL In" IIWPYn DGI/a.T 3 ` •,�
-n r._ PR JET off Top a INN
--„a— GATE AVENI SLSON SCHOOL LOCATION PLAN ADAPTED FROM THE MONT"PUBLIC WORKS STANDARD SPECIFICATIONS NO SCALE
--0� CHECK VELVE Ml. FM"-P"Alk AT N,SIMILAR LOCAT06 TWOUCNOII PROJECT N
—ifj— BVNILIIG VIIK
- - - - MAN sraEEi
LT BAIL VALYC AF ABOVE FINSHED FLOOR O 0070M
OF DLCI OR WE
- -- PRESSURE W�YAK AS-BUILT 4- 19-00 ' "
TO EInSt MIG HIRE
LENAR'MENI HER A•WATER SERVICE.
Z SEE CONLNUAITDN ON
SHM M_1
Ia WS
5/16•A OfB PIMP
<'rttE_SUv[R[nJ_iu.- PEN COY Of BOZEMAN
r;u✓F AYD WATER METER STRANER RCOURED!RO
r PESSURE(•'LL �I o. ' WITH VALVE
ROD BOLTED
rt Vr el t:rti DOUBIF CHECK 70 VNVF.
- PREVENLER M-1 � r ^ ,
BACK FLOW
N57NLL Top Of
PPIA7 AT IS-A•
AFF
sTonACE I ��
i
' _ I O I
- ---
I
I _
cv,-,s •/
PIPNG r0 ff iS9N7+E0 5 I INSTALL TOP OF PIPING Al 13'TOP OF INSTALL
PIE I
SHOWN o B RE VED is AT 10G-T•III TO TAVOD r AFT
FUA
I (I
SEE OEWKITION SCNEWTC _ _I _ •. - .br 6 �b
THIS SHEET. I - V
J.
_q
NEW SE(JION OF PIP
--- - -� -- — IN PLACE
OF METER
41 r
It
F-- AYw-_'- ---- -_,Twh- ✓n% 3- TI __.------A*w- _�,,,��f/��`_-�.... CAPPED WFR SENnu
1�N _ 4-cATE VOL A'0a
44---F� NEW 3/ CAI TL
VALVE WITH VACUUM
BREWIRAND
1. L &ALL VALVE SEE REVISED PPNO rRO"S C
FOR NETT PIPE PING SCH09
I
I MNYIA/Y-0•AET
hYll F'kVI N
PLAN REVISIONS
BOLLER ROOM
PPE to t7U51I1G
FLOORAPL
sP,ws
ARRANGE TO
LIMIT
Mc OUT
LlJ z
CONSTRUCTION NOTE O <
REMOVE 1111 W O*CK VALAE II BILLER 110 PIPING VIED REPLACE O (V Ly
C� WRN A NEW NATTS 3/4'OD90T REDUCED PRESSURE BACKROW PREVFNrFP Li
PROVIDE AN AIR GAP MANG NO PPE TO LOWER B m
FLOOR
BOILER ROOM PLAN — DEMOLITION BOILER ROOM PLAN — PLUMBING
11 0 X,I xw480 1 4' - 1 0-
XRff xN'IL1NG
nl r we wSM2 '.. NULNIJ, FEr wn ww;w I
2 2
rd° Q
NAMC(X1f RE110uT 1/j•CW I __L Z In
WHIG 10 iN15 POM\ /' I RECONNECT I/p' W
\\ / 1 (CW PIPING ,d
--".ASEA��: �pE0UM0 Lli
Q Q ¢ 00
I /RED TO THIS�N R \\ A'U1E VALVE
O z OUT co
Q U O n O
CORKCMC�fi Cn
WATENSIE7E T fw(. ZR[LvrE STWNEH Z OZ
AMC DRAIN PIPING �� t''•1. I •� LLJQ Q U C'tC+
REMOVE
T
• v uu I BTIMG �DIERRaD1AE wN1 �"� CAP i cW Q W z a a
p. fV 00m
-_ • i � ' 3/4•REP ROD 10 FROM NEW O p�j rcnV o
EXISTING WALL ANCHM -> ■AILR SEPACE m
• • • It I �// ENsrNc I fI -EXISTING
FI� FIRE RISER
• ,,/ I p- `�'� A W,M TO ROM -J -CTION J
•:�� •—• • f>USINO l ,y' ''ll" RD(DVC EXISTIG `�REMOVE `F T pp�N� ri cw PPPNO w AS—BUILT
• Y • WATER/FIRE WATER MRTR PRESSURE WAIER/TNiE RACE Of METER 8
ll Kourw �f. 4- 19-00
"• • • SERVILE VALVESINAND SERVICE
LLL��� NEW OSdY VN,E
• PIPING
EXISTING FIRE & WATER EXISTING FIRE & WATER .j° s
_ WILLSON SCHOOL LOCATION PLAN SERVICE DEMOLITION SERVICE REVISIONS
N NO SCALE
WN STREET NO SCALE NO ('ALL.