HomeMy WebLinkAboutRest Area Water Main Extension 7 LEGEND
/ \ \ PROPOSED ® MmTm Will --E%.SS-- ErISTING SMITARY YWFF LME
BUILDINREA
(9 SANItARY MANHOLE —G— GAS 11NE
/ '•� O ' wy -HP-GAS- NIGH PRESSURE GAS UNE
UTILITY FOIE OR ANCHOR
PROPOSED O TELEPHONE PENSIAL --LE UNpERGRpM fTECp.0
CURB&GUTTER aIVERT ---OP owwEAo POWm
T TELETel011E COrYiuIT
\ ENSTNC
MAIEAMAM EDGE K PAKMENT
PROPOSED
PROPOSED I WAAl11 —PL— PnOPErttt UK SIDEWALK TNTERIYE ROAD
F%RRF.HYDRANT
2"WATER SERVICE
N PROP WATER VKVE
/ \\ E%.WA1FR VALVE
\ PROP fNE HYDRANT
\ CASING BENCH MARK \ ',
ELEV 4855.43'
q}00
SPECIFICATIONS
I. SITE PROTECTION,
T+DO Lents of construction are noted on the Plans ea the easements. Equipment storage,moteridl
\ storage,and construction W 6 shell roman .side of the.lmt.noted
0 \ 2. MATERIALS.
_-_
.. - _ 'fD 7 All materials used to complete this PG)Sct Shell conform to the W-illcolbns detailed in the
approprlote Sections of the MPW Standard Specl-Itans(fourth Edt-1996 ma Addendum)
i and the CIl o Bozeman Modfkatbns to MPW Stontlsd eclficotlons fourth
Y SD (
CONNECT TO PEDGEOOFD Editi 1996 old Addendum).
�
Edit-
EXISTING 12" MAIN �—I PAVEMENT 3. GROUNDWATER.STA 0+00 = STA 22+06 TRACT I Groundwater ono be en ounlaetl dare, a avotlon. Ril,w1 of oundwaler Shill be in full
r 9 % P
ON 12" MAIN a paid as With NEW Specifications,Section holder Part 3.15 h epip,in,t this aeon h not
I IIIC I LOT 3 a:11S oesaa separate Item,but shall be cor,io.k d^port .-aan. inslallat'ron Ground Water
fl1 r Mr tno[ohn a=be land applie-got shall otaRel place In the immediate Vklnt thatoral the a d-tion-
"1 5.71 AC. p spray Irrigo place y o
4.e b doi PBPE BEDDING.
Ppng Mill conrarm to MPW Spec- hone,Section 02221 and n porlicuiar Section
/ { 02221,Port 3.3.7.2.1,3.7.2.2 'Type 1 Pipe Bedding"ash 17.2.3"Type II Pipe Beddnq"
B_tifill Shall conform to MPW Section 02221.
`E1 Note it standard D e psi AS 02221orate These Item will not De paid o separate items Dut rtll be I.-der"a port,I the DID.
nstallobm
I •295 ro s a rRwi HroRANT 5. WATER MAIN.
The construction,fittings and other app.,terorceS normally used fa ruler pRy aha
I disMoot- fill
Mal cam Ply fully l In MPW Speafkafions Section 02711 as amended by
City of Bozeman Nodificotiona.
I i975 io a teori tEt This Item shall c snlirg famish. and instill. over o
9 9 Pipe and fittings.construction of thrust
This t, testing, hl 0 and tlbinfectim,f moos and other related
I / Water malls old s shall have a m,enum of 6.5'earth c vn the pipe
I II 6. CONNECTION TO EXISTING WATER MAINS.
I / Tore item Moll comply ally ith MPW Spedlcabms Section 02713 as amended by the
-- _ cty of Bozeman Mom6catian
;
1 This item Will include all e quipment,labor.a ,wtidr.mateNde old ell inddentda n eery
to comPhele this item fully
v'1n
CITY OF BOZENAN SID/665 7. WATER VALVES,
/ I/ Thls item Snell comply fully hot NEW Spe Ci tions Section 0271l as amended by City o/
to 8--an i Modf abets it old
nclutle a awl bac tl,a s ompac td f
'I �-„ . K I.,w __- - ---- --- - ----rtX t2•W-------- --- - ---' br lM Installolbn,throat and handar blockng.l old all Eolher nrorM necessary al ncidentd for
I
t— _ - - - I - cempletbn of tM item.
I I — — $. TRENCH EXCAVATION AND MPW BACKFILL.
•A-� Trench es awtion shall con(arm la Spedficalion Section 02221 as amended by City of
A Trench bacefil snot conform to MPW Sp4cifkatWns Sector 02221.
I to [1'D pL a
P` 9. TESTING. CLEANING AND DISINFECTING WATER MAINS
T4ating,cdeaning antl disinfecting Water mama,wI-and fittings Mill be Ill-dam-i ilh
MPW Specifkabone.Section 02713 IS amended by City of Bozeman Modifications.
GRAPHIC SCALE
HORIZ. I Inch =30 ft 10. FlRE HYDRANT
Fire Hydrant Aeaembly Moll be 7.0 ft.bury,
VEWC 1 inch = 5 ft
CONSTRUCTION NOTES
I Contrac to,Man held v ty«toil depth and local,,.of csnecbm Pants to a.,sting moon
A66o prls to commencing crostructfon of the Water main
2.Cm1acts to manta.6.5 R cover from Irish grade over crown of pipe n ell loc.li,ns
3.Contractor Shell preserve and protect a*Ietirg fences.where Isms cannot be protected
n Plot,contractor..It r old reset misting fences.
4.Contrail.shell malntan 18'vertical lepci-l-DeM ..,sling 2,t sanitary sews
noes - EXISTING GROUND and the Proposed 6"water man
5 Contractor shah place fire hydrant such that pumps nozzle is focirg proposed verb and qutter
I
&V MIN COVER
CONTROL POINT INFORMATION
Lf 1 IP W AI
CONTROL POINT ELEVATION NORTHING EASTING DESCRIPTION
460 � � TBM-D 4666.36 SET REBAR 1 5'OFF
Y PAVEMENT ON FAST
; SMOULDER OF SIL
¢ WAY 2ND ANGLEL POINT
NOTE: CONTRACTOR 70 USE TRENCH
O < n t IN CHAIN
IN LINK R/W FENCE
BACKFILL "TYPE B" EXCEPT UNDER $� In _
IMPROVED SURFACES WHERE TRENCH "'^ a$F •BACKFILL SHALL BE "TYPE A" eMp " AS CONSTRUCTED
` EAST I/4 SEC 35 ------ 12109.841 44155.932 EAST 1/4$El,35
Jo SEPTEMBER 1999
CONTRACTOR NOTE: roTs .N em2 mJ a; JR!,
�� GASTON ENGINEERING
EXISTING UNDERGROUND INSTALLATIONS & PRIVATE 8- S,a m i 3 SURVEYING & SOIL TESTING
UTILITIES SHOWN ARE INDICATED ACCORDING TO THE o� o' olX� 5 ;o CONSULTING ENGINEERS• LAND SURVEYORS 81 Boa TESTING
BEST INFORMATION AVAILABLE TO THE ENGINEER. F x a rc a 59715
01
THE ENGINEER DOES NOT GUARANTEE THE ACCURACY moon m;� P.O. Rox 6-0 R0ZE1(AN• YONTANI0589
(408) 566-06BB FAX: (406) 666-06B9
OF SUCH INFORMATION. SERVICE LINES (WATER, POWER. NOTE: WATERLINE LOCATION AND REST AREA
T.V., TELEPHONES) MAY NOT BE STRAIGHT LINES AS , CONFIGURATION BASED UPON DRAWINGS REST AREA WATER MAIN EXTENSION
INDICATED ON THE PLANS. FURNISHED BY MORRISON MAIERLE, INC
'• CONTRACTOR TO FIELD VERIFY ALL DEPTHS AND CALL MAY 1999 BOZE IIAN.AN,MONTANA
ALL UTILITY COMPANIES BEFORE EXCAVATION FOR S 3 y y
EXACT LOCATIONS. PRa rc7 nil IF MAI Id 1.9
DIPAIW ey AIG wltR OA>F'SEPt Jl,I*.
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