HomeMy WebLinkAboutEddie Bauer Fire Line Relocation EDDIE BAUER FIRE LINE RELOCATION
CONSTRUCTION NOTES
_ 1. GENERAL
EXISTING ASPHALT PARKING THIS PROJECT USES THE MONTANA PUBLIC'WORKS STANDARD SPECIFICATIONS,FOURTH EDITION,
JANUARY, 1996 FOR THE SPECIFICATION AND THE CITY OF BOZEMAN MODIFICATIONS TO MPW
NEW ADDITION STANDARD SPECIFICA ONS
7 2 s TE PROTECTION
Iil UMITS OF CONSTRUCTION SHALL BE THE IMMEDIATE VICINITY OF THE PROPOSED WATER MAIN
REAUGNMENT, THE CONTRACTOR SHALL BE RESPONSIBLE TO CONTAIN HIS CONSTRUCTION ACTIVITIES
_ WITHIN THE PROJECT IMMEDIATE VICINITY AS DIRECTED BY THE ON-SITE PROJECT MANAGER.
E%ISIIN.WA LWE J C P E N N Y LIMITSMNOTEDTBYATHE ON-SITAL STORA ,AND E PROJECT MANAGEONSTRUCT ON WORK SHALL REMAIN INSIDE Of THE
PROPOSED WATER LINE--*'I EDDIE (STORAGE 3. MATERIALS
I BAUER CONFO
I ALL MATERIALS USED TO COMPLETE THIS PROJECT SHALL RM TO THE SPECIFICATIONS DETAILED
ADDITION IN THE APPROPRIATE SECTIONS OF THE MPW STANDARD SPECIFICATIONS(FOURTH EDITION 1996)AND
THE CITY OF BOZEMAN MODIFICATIONS TO MPW STANDARD SPECIFICATIONS. CONTRACTOR SHALL USE
8"DUCTILE IRON PIPE AND NJ FITTINGS WITH POLYETHYLENE ENCASEMENT.
4. TRENCH EXCAVATION AND BACKFILL
STAGEE%I9PNo SEw6 uME PIPE BEDDING SHALL CONFORM TO MPW SPECIFICATIONS,SECTION 02221,PART 2.SECTION 2.1,'PIPE
BEDDING MATERIALS'AND SECTION 3 7.2, 'PIPE BEDDING PLACEMENT. BACKFILL SHALL CONFORM TO
MPW SPECIFICATIONS.SECTION 02221,PART 2.SECTION 2.2,*TRENCH BACKFILL MATERIALS"AND
SECTION 3.7.3."TRENCH BACKFILL'AS AMENDED BY THE CITY OF BOZEMAN MODIFICATIONS TO
MPW STANDARD SPECIFICATIONS,
GA L L A T I N VALLEY MALL ALL BACKFILL SHALL BE TYPE A TRENCH BACKFILL
THESE ITEMS WILL NOT BE PAID AS SEPARATE ITEMS BUT WILL BE CONSIDERED A PART OF THE PIPE
INSTALLATION.
SI TE PLAN 6 WATER MAINS AND FITTINGS
THE CONSTRUCTION,FITTINGS AND OTHER APPURTENANCES NORMALLY USED FOR WATER SUPPLY AND
DISTRIBUTION SYSTEMS SHALL COMPLY FULLY WITH MPW SPECIFICATIONS SECTION 02713 AS AMENDED
SCALE. NTS BY THE CITY OF BOZEMAN MODIFICATIONS TO NEW STANDARD SPECIFICATIONS
THIS ITEM SHALL CONSIST OF FURNISHING AHD INSTALLING PIPE AND FITTINGS,INSTALLATION OF JOINT
RESTRAINTS,TESTING,CLEANING AND DISINFECTION OF MAINS AND OTHER RELATED WORK.WATER
MAINS SHALL BE 8'CI 51 DUCTILE IRON PIPE. CONTRACTOR SHALL TAKE PARTICULAR CARE WHILE
INSTALLING THE WATER MAIN TO ENSURE THAT NO DEBRIS IS LEFT IN THE PIPE(I.E.ROCKS,DIRT.
PIPE CUTTINGS,ETC.)WATER MAINS SHALL HAVE A MINIMUM OF 6.5'EARTH COVER OVER THE PIPE AT
ALL LOCATIONS ALONG THE PIPELINE INSTALLATION.
CONNECT TO EXISTING MAIN EXISTING ASPHALT PARKING 7- CONNECTION TO EXISTING WATER MAINS
0+10 5' 0+20 0+30 0+40 0+50 0+60 8'GATE VALVE
6 W W/MEGALUGS& THIS ITEM SHALL COMPLY FULLY WITH MPW SPECIFICATIONS SECTION 02713.SECTION 3S. AS
8.W THRUST BLOCK AMENDED BY THE CITY OF BOZEMAN MODIFICATIONS TO MPW STANDARD SPECIFICATIONS.
THIS ITEM WILL INCLUDE ALL EQUIPMENT,LABOR,EXCAVATION,MATERIALS AND ALL INCIDENTALS
NECESSARY TO COMPLETE THIS ITEM FULLY0. .
SPACE _O 8 TESTING+ DISINFECTION
2 9J TESTING+ DISINFECTION SHALL COMPLY WITH MPW SPECIFICATIONS SECTION 02713 AND AS AMENDED
__._EX_W -. -_- __. ....___.__
- -- -F.x-W-- ---- - -" --.;---;EXW-- --- -� BYCITYOFBOZEMAN MODIFICATIONS TO MPW STANDARD SPECIFICATIONS.SINCE NOADDITIONAL VALVES HAVE BEEN ADDED AT THE CONNECTION POINTS THE CONTRACTOR SHALL BE RESPONSIBLE TO
TEST AND DISINFECT THE FIRE LINE FROM THE EXISTING MAIN TO THE BUILDING.
EXISTING 8'DIP WATER MAIN
(TO BE REMOVED) p I ' CONNECT TO EXISTING MAIN
PROPOSED BUILDING FOOTING OVER PROPOSED FOOTING EDDIE B A U E R ADDITION -----
FIRE LINE SHALL BE ADEQUATELY
BRIDGED TO PREVENT FOOTING LOAD PROPOSED FOOTING S1EM WALL GENERAL NOTES
ON WATERLINE
A VA OF MATERIALS: REMOVE AND TRANSPORT ALL EXISTING VALVES,FITTINGS AND PIPELINE AS
SHOWN ON THE PLANS,TO CITY WATER SHOP.
VIEW
PROTFr710N OF D IACENT IMPROVEMENTS RETAIN AND PROTECT ALL ADJACENT IMPROVEMENTS
PLAN Y I E.I NC UDI NG AGE ALT PARKING
WATER OUTAGE cWATELINE THE CONTRACTOR SHALL MAKE ALL NECESSARY ARRANGEMENTS FOR
K SC:AI F 1� 5' INTERRUPTION Di WATER SERVICE. NOTIFICATION SHALL BE MADE TO ALL AFFECTED BUSINESSES.
CONTRACTOR SHALL COORDINATE WITH BOZEMAN FIRE DEPARTMENT FOR DISRUPTION IN SERVICE AND
SHALL COORDINATE NTH THE BOZEMAN WATER DEPARTMENT FOR OPERATION OF EXISTING VALVES.
I INDFRGROIND UTILITIES: CONTRACTOR SHALL BE RESPONSIBLE TO CONTACT EXISTING UTILITY
CpAPAN1E5 AND COORDINATE WITH SUCH BEFORE CONSTRUCTION BEGINS.
ONE CALL(UTILITY LOCATE).......................1-800-424-5555
125
UNDERGROUND
NO PIPELINES EXISTING LINES ARE SHOWN ACCORDING TO THE BEST INFORMATION
AVAILABLE TO THE ENGINEER. THE CONTRACTOR SHALL BE RESPONSIBLE FOR EXCAVATING AT
CONNECTION POINTS AND CONFIRMING REQUIREMENTS PRIOR TO PROCEEDING WITH THE WORK.
120
LEGEND
EXISTING GROUND _ — - -- —e'v— PROPOSED WATER MAIN
EXISTING WATER MAIN
115 _ — — -- _ I HA v— EXISTING SEWER MAIN
` 6.5,DEPTH FXISTING WALL
PROPOSED FOOTING
W/FOUNDATION STEM WALL
1 Z^ 69.1 LF T CL 51 DIP WATER MAIN ===
PROPOSED DOOR
+ o 1
i y�+m 3 ic+m
Fi3F ;� owm
105F � GASTON ENGINEERING & SURVEYING
oB
V.
CONSULTING ENGINEERS, LAND SURVEYORS h SOIL TESTING
+i mix �a�>x {�,/�,r_
n - BOZEMAN. MONTANA
1008° " ��� o=��
o Z EDDIE BAUER FIRE LINE RELOCATION
3X o
a 'e <n�i PLAN AND PROFILE
�N to ao to to to a BOZEMAN.I[f
PRO.CCT OA IE SEPIEMB£R 1999
0+00 0+10 0+20 0+3C 0+40 0+50 0+6C PREPARED FOR DRAW BY DM REFUSED DA7E:
COLLABORATIVE DESIGN ARCHITECTS cNccxeo By u, ORAEr NO 99-675DML
PROFILE VIEW AS CONSTRUCTED
SUITE 902, 175 N 27TH
HORIZONTAL SCALE 1"=5' BILLINGS, MT 59101 ✓OB NO 99-615 s"`£T °`
VERTICAL SCALE 1" 5' OCTOBER 1999