HomeMy WebLinkAboutGallatin Center Lot 11 GALLATIN CENTER - LOT 11 k GALLATIN CENTER
WATER MAIN EXTENSIONS , BozEMAN, MONTANA
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GALLATIN CENTER LOT 11
SCALE (FEET) C-0 COVER SHEET
AESI STANDARD BORDER FORMAT SHEET INDEX
1. ALL CONSTRUCTION SHALL CONFORM TO MPWSS (FIFTH EDITION) AND COB MODIFICATIONS TO MPWSS. IT IS THE SHEET NO. DESCRIPTION
CONTRACTOR'S RESPONSIBILITY TO ENSURE COMPLIANCE NTH ALL APPLICABLE STANDARDS, SPECIFICATIONS, AND
STANDARD PRACTICES. THE OMISSION OF ANY STANDARD FROM THESE PLANS DOES NOT RELIEVE THE CONTRACTOR
DRAWING FILEPATH OF THIS RESPONSIBILITY. GENERAL SHEETS
l CO-1 SHEET INDEX, PROJECT NOTES& LEGEND
PROJECT NAME y 2. IT IS THE CONTRACTOR'S SOLE RESPONSIBILITY TO ENSURE SAFE WORK PRACTICES FOR ALL COMPONENTS OF THIS SHEET DESCRIPTION PROJECT. THE CONTRACTOR SHALL ADHERE TO ALL FEDERAL, STATE, AND LOCAL REGULATIONS WITH RESPECT TO CO-2 SPECIAL PROVISIONS
LOCATION '•1 JOB SAFETY. THIS REQUIREMENT SHALL APPLY 24 HOURS A DAY, SEVEN DAYS A WEEK UNTIL ACCEPTANCE OF CO-3 OVERALL SHEET LAYOUT
THE WORK BY THE OWNER AND THE CITY OF BOZEMAN.
SCALE BAR / 3. ANY EXISTING OR NEW VALVES WHICH CONTROL THE COB'S WATER SUPPLY SHALL BE OPERATED BY COB PERSONNEL WATER MAIN PLAN&PROFILE
I• ONLY. C3-1 LOT 11 WATER MAIN REALIGNMENT STA. 30+00 TO 35+36
-' C3-2 LOT 11 WATER MAIN N. 19TH AVE. STA. 30+00 TO 35+22
16 Iowa -, 4. THE CONTRACTOR SHALL NOTIFY THE COB WATER DEPARTMENT A MINIMUM OF 24-HOURS PRIOR TO BEGINNING ANY WORK. FS-1 FIRE SERVICE CONNECTIONS
5. THE CONTRACTOR SHALL FIELD-VERIFY LINE AND GRADE OF EXISTING CONNECTIONS.
DISCIPLINE LETTER & NO.
PROJECT R 03-145 SHEET SHEET NO. WITHIN DISCIPLINE 6. THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL UNDERGROUND UTILITIES BY NOTIFYING *ONE CALL" AT
DATE: 06/00/04 KRDNG XX-X LEAST TWO BUSINESS DAYS PRIOR TO BEGINNING CONSTRUCTION. PHONE NUMBER 800-424-5555.
7. CONTRACTOR SHALL FIELD VERIFY LOCATION AND DEPTH OF ALL EXISTING UTILITIES WHERE NEW FACILITIES CROSS OR
PROJECT-NAME CONNECT. CONTRACTOR SHALL BE RESPONSIBLE FOR EXPOSING POTENTIAL UTILITY CONFLICTS FAR ENOUGH AHEAD OF
CONSTRUCTION TO MAKE NECESSARY GRADE MODIFICATIONS WITHOUT DELAYING THE WORK. ALL UTILITY CROSSINGS SHALL ABBREVIATIONS:
SIIEET-DESCRIPTION BE POTHOLED AS NECESSARY PRIOR TO EXCAVATING OR BORING TO ALLOW THE CONTRACTOR TO PREVENT GRADE OR
ALIGNMENT CONFLICTS. - - ---
AC ASBESTOS CEMENT OR ALUMINUM CAP MAIL MATERIAL
B. CONTRACTOR SHALL ERECT AND MAINTAIN BARRICADES, WARNING SIGNS, AND TRAFFIC CONES PER CITY AND COUNTY AESI ALLIED ENGINEERING SERVICES, INC. MECH MECHANICAL
AESI STANDARD SHEET DESIGNATION REQUIREMENTS IN ACCORDANCE NTH THE MUTCD (INCLUDING MONTANA AMENDMENTS). ALL TRAFFIC CONTROL MEASURES MFR MANUFACTURER
SHALL BE APPROVED AND IN PLACE PRIOR TO ANY CONSTRUCTION ACTIVITY. BC BRASS CAP MIA MANHOLE
BLDG BUILDING MIN MINIMUM
9. THE CONTRACTOR SHALL PROVIDE AND MAINTAIN ON SITE SANITARY FACILITIES FOR USE BY CONSTRUCTION PERSONNEL BM BENCHMARK MJ MECHANICAL JOINT
LETrot DISCIPLME AND SUBCONTRACTORS, AS MAY BE NECESSARY TO COMPLY WITH THE REQUIREMENTS AND REGULATIONS OF THE LOCAL BOG BACK OF GRATE (GUTTER) MPW MONTANA PUBLIC WORKS
CO-X GENERAL AND STATE DEPARTMENT OF HEALTH. MPWSS MONTANA PUBLIC WORKS STANDARD SPECIFICATIONS
CL CENTERLINE MUTCD MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES
C1-X ROAD
10, AT LEAST 2 BUT NOT MORE THAN 10 BUSINESS DAYS BEFORE BEGINNING ANY EXCAVATION, THE CONTRACTOR SHALL, CMH CENTER OF MANHOLE
ACCORDING TO MCA 69-4-501, NOTIFY ALL OWNERS OF UNDERGROUND FACILITIES AND COORDINATE THE WORK WITH THE CMP CORRUGATED METAL PIPE N NORTH
C2-X SANITARY SEWER OWNERS OF SUCH UNDERGROUND FACILITIES. THE INFORMATION SHOWN OR INDICATED IN THE CONTRACT DOCUMENTS WITH CO CLEAN OUT NIC NOT IN CONTRACT
C3-X WATER RESPECT TO EXISTING UNDERGROUND FACILITIES IS BASED ON INFORMATION AND DATA OBTAINED FROM THE OWNERS OF COB CITY OF BOZEMAN
THE FACILITIES WITHOUT FIELD EXPLORATION, AND AS SUCH, OWNER AND ENGINEER ARE NOT RESPONSIBLE FOR THE CONC CONCRETE OSS OFFSITE SANITARY SEWER
C4-X STORM SEWER ACCURACY OR COMPLETENESS OF SUCH INFORMATION OR DATA. CU COPPER
A ARCHITECTURAL
CY CUBIC YARD PC POINT OF CURVATURE
11. CONTRACTOR SHALL PROVIDE ALL MATERIALS, EQUIPMENT AND FACILITIES REQUIRED FOR TESTING ALL UTILITY PIPING IN PE PLAIN END
IC INSTRUMENTATION AND CONTROL ACCORDANCE WITH CITY CONSTRUCTION SPECIFICATIONS AND MPWSS. COST OF ALL INITIAL AND RETESTING SHALL BE DI DUCTILE IRON PI POINT OF INTERSECTION
E ELECTRICAL BORNE BY THE CONTRACTOR. DIWG DI A ING METER PPL PROPERTY ROP PROPERTY LINE
12. NO TRENCHES IN ROADS OR DRIVEWAYS SHALL BE LEFT IN AN OPEN CONDITION OVERNIGHT. ALL SUCH TRENCHES SHALL PSI POUNDS PER SQUARE INCH
BE BACKFILLED, COMPACTED AND CLOSED BEFORE THE END OF EACH WORK DAY AND NORMAL TRAFFIC FLOWS RESTORED. E EAST PSIG POUNDS PER SQUARE INCH GAUGE
EA EACH PT POINT OF TANGENCY
PLAN SHEET DETAIL CALLOUTS 13. ALL DIMENSIONS SHOWN ARE IN DECIMAL FEET. EG EXISTING GRADE PVC POLYVINYL CHLORIDE
ELEV ELEVATION PRV PRESSURE REDUCING VALVE
14. PIPE BEDDING (TYPE 1) AND TRENCH BACKFILL (TYPE A) IN ACCORDANCE WITH MPWSS SECTION 02221 AND STANDARD EDP EDGE OF PAVEMENT
DETAIL OR SECTION LETTER DRAWING (02221-1) AND CITY OF BOZEMAN MODIFICATIONS TO MPW, UNLESS NOTED OTHERWISE IN THE PLANS OR EXTG EXISTING Q FLOW
X DETAIL DESCRIPTION SPECIFICATIONS. FD FLOOR DRAIN R RADIUS
XX 15. THRUST RESTRAINT ON WATER MAIN FITTINGS MAY BE PROVIDED BY CONCRETE THRUST BLOCKS OR APPROVED FDN FOUNDATION RCP REINFORCED CONCRETE PIPE
MECHANICAL JOINT RESTRAINT. TAPS TO EXISTING MAINS SHALL BE RESTRAINED WITH CONCRETE THRUST BLOCKS. FETS FLARED END TERMINAL SECTION RDCR REDUCER
SHEET WHERE DETAIL FG FINISHED GRADE ROW RIGHT OF WAY
OR SECTION IS SHOWN 16. ENGINEER SHALL BE CONTACTED PRIOR TO STAKING. ENGINEER WILL COORDINATE WITH AND DIRECT SURVEYORS ON FHYD FIRE HYDRANT RT RIGHT
CONSTRUCTION STAKING. ENGINEER MUST VERIFY AND ACCEPT USE OF DIGITAL DATABASE INFORMATION PRIOR TO USE FOR FL FLANGE
STAKING, FLR FLOOR S SOUTH
FT FEET SCH SCHEDULE
COB AND MPW DETAIL CALLOUTS 17. CONTRACTOR SHALL PROVIDE WATER AND OTHER MEASURES AS NECESSARY TO CONTROL DUST TO AN EXTENT FTG FOOTING SO STORM DRAIN
ACCEPTABLE TO THE CITY OF BOZEMAN. SECT SECTIONGPM GALLONS PER MINUTE SS SANITARY SEWER
MONTANA PUBLICS WORKS CITY OF BOZEMAN 18. SUBGRADE AND BASE COURSE SHALL MEET THE REQUIREMENTS OF SECTIONS 02234 & 02235 OF THE MONTANA PUBLIC GV GATE VALVE STA STATION
FIFTH EDITION MODIFICATIONS WORKS STANDARDS. THE SUBGRADE AND BASE COURSE SHALL BE COMPACTED TO A MINIMUM OF 95 PERCENT OF STD STANDARD
TO MPW - FIFTH EDITION ASTM D-698. HDPE HIGH DENSITY POLYETHYLENE
MPW COB HORZ HORIZONTAL TBM TEMPORARY BENCHMARK
19. ASPHALT PAVEMENT SHALL MEET THE REQUIREMENTS OF SECTIONS 02503 OF THE MONTANA PUBLIC WORKS STANDARDS HP HORSEPOWER TBC TOP BACK OF CURB
AND COMPACTED TO A MINIMUM OF 97 PERCENT OF ITS MARSHALL BULK DENSITY. HWY HIGHWAY TDH TOTAL DYNAMIC HEAD
TEMP TEMPERATURE
20. PROJECT BENCHMARK. PROJECT BENCHMARK IS THE ARROW BOLT ON A FIRE HYDRANT LOCATED IMMEDIATELY SOUTH OF IE INVERT ELEVATION TP TEST PIT
THE ROSS RETAIL STORE. ELEVATION IN INCH TW TOP OF WALL 4680.45 INV INVERT TYP TYPICAL
IP IRON PIPE
UBC UNIFORM BUILDING CODE
LF LINEAR FEET UPC UNIFORM PLUMBING CODE
LT LEFT UG UNDERGROUND
LEGEND VERT VERTICAL
PROPOSED UTILITY MAIN FENCE W WEST
—X—X— NCE - EXISTING - SEWER MAIN - EXISTING W/ MATH
PROFILE LABEL KEY UTILITY GAS - EXISTING QS SANITARY SEWER MANHOLE W/0 WITHOUT
UTILITY PHONE - EXISTING ® SEWER CLEANOUT YCP YELLOW PLASTIC CAP
--- F - UTILITY ELECTRIC - EXISTING WATER MAIN
ELEVATION LIGHT POLE - EXISTING WATER MAIN - EXISTING
0
T1 ELECTRICAL PEDESTAL - EXISTING WATER SERVICE
Z z N ELECTRICAL METER - EXISTING FIRE HYDRANT
w „>1 ® TELEPHONE PEDESTAL - EXISTING BLOW-OFF HYDRANT
04 GAS METER - EXISTING D4 WATER VALVE ,
^1 GAS VALVE - EXISTING FTH TEE i
o GUY ANCHOR - EXISTING FjH CROSS
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BOUNDARY/LOT LINE BEND
ROAD CENTERLINE 7 END CAP
ROAD - CURB =_______= CULVERT- EXISTING
CONCRETE SIDEWALK DITCH-CENTERLINE - EXISTING
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NO. REVISIONS DRAWN BY DATE PROJECT #: 05-124 SHEET
NOT TO SCALE GALLATIN CENTER LOT 11 DATE: 11/07/06
SHEET INDEX, PROJECT NOTES AND LEGEND �q ECO`RD CO-1
PROJECT ENGINEER: DRAWN BY: - BOZEMAIM,MONTANA D]RLAWING GALLATIN CTR LOT 11
DESIGNED BY: REVIEWED BY: PROJECT NOTES
ADMINISTRATION&COORDINATION 2. THE CONTRACTOR SHALL NOTIFY THE CITY AND THE ENGINEER AT LEAST 2 TRAFFIC CONTROL UTILITY NOTES
WORKING DAYS PRIOR TO SCHEDULING ANY OF THE ABOVE WORK. FAILURE TO
1. CONTRACTOR SHALL FURNISH ALL EQUIPMENT, LABOR, AND MATERIAL REQUIRED PROVIDE NOTICE TO THE CITY AND HAVE CITY INSPECTOR PRESENT DURING
FOR THE CONSTRUCTION OF THESE PLANS. MATERIAL SHALL BE NEW, UNUSED,FOR ANY OF THE ABOVE WORK, SHALL RESULT IN REJECTION OF SAID I. THIS PROJECT INCLUDES THE REMOVAL OF EXISTING WATER MAIN, FITTINGS, VALVES,
WORK AND SHALL
REQUIRE REMOVAL AND REPLACEMENT OF UTILITIES INSTALLED
AND UNDAMAGED. IN CASE OF CONFLICTING SPECIFICATIONS 1. THE CONTRACTOR SHALL AT ALL TIMES CONDUCT HIS OPERATIONS SO THAT THERE AND OTHER FIXTURES. NO REUSE OF THESE MATERIALS IS AUTHORIZED EXCEPT AS
ENGINEER SHALL BE CONTACTED PRIOR TO CONSTRUCTION; GENERALLY,
DETAILS, THEERALLY, THE MOST S RISK AND EXPENSE.WITHOUT A CITY INSPECTOR PRESENT, AT THE CONTRACTOR' IS A MINIMUM INTERRUPTION OF THE USE OF CITY STREETS AFFECTED BY THE MAY BE SPECIFICALLY NOTED ON THE PLANS, IT SHALL BE THE CONTRACTOR'S
WORK. THE CONTRACTOR SHALL COORDINATE NTH THE CITY ENGINEER IN
SHALL
STRINGENT SPECIFICATION SHALL APPLY. ANY DISCREPANCIES THE DRAWINGS 3. THE CITY RESERVES THE RIGHT TO REQUIRE RE-INSPECTION AND REPAIR OF ANY PLANNING SUCH TRAFFIC CONTROL. RESPONSIBILITY TO REMOVE AND DISPOSE OF THESE MATERIALS OFF-SITE IN
COMMENCING
IMMEDIATELY BROUGHT TO THE ATTENTION OF THE ENGINEER
NEER BEFORE EXISTING FACILITIES IF DAMAGE FROM CONSTRUCTION RELATED ACTIVITIES IS ACCORDANCE WITH APPLICABLE LOCAL, STATE, AND FEDERAL LAWS.
MADE WITHOUT PRIOR APPROVAL OF THE ENGINEER. NO CONSIDERATION WILL BEE NTH
WORK. NO FIELD CHANGES OR DEVIATIONS FROM DESIGN ARE TO CONSIDERED LIKELY. 2. TRAFFIC CONTROL SHALL BE IN ACCORDANCE TH THE LATEST EDITION OF THE 2. ALL EXISTING UTILITIES SHOWN ARE LOCATED ACCORDING TO THE INFORMATION
MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES (MUTCO) AS PUBLISHED BY THE
GIVEN TO CHANGE ORDERS FOR WHICH THE OWNER AND ENGINEER WERE NOT 4. AUTHORIZED REPRESENTATIVES OF ALLIED ENGINEERING SERVICES INC., THE CITY OF FEDERAL HIGHWAY ADMINISTRATION OF THE U.S. DEPARTMENT OF TRANSPORTATION. AVAILABLE TO THE ENGINEER AT THE TIME THE DRAWINGS WERE PREPARED AND
HAVE NOT BEEN INDEPENDENTLY VERIFIED BY THE OWNER D UTILITIES ARE SHOWN
2. THE CONTRACTOR SHALL BE RESPONSIBLE THE ENGINEER.
CONTACTED PRIOR TO CONSTRUCTION OF THE AFFECTED ITEM. BOZEMAN. AND THE MONTANA DEPARTMENT OF ENVIRONMENTAL QUALITY SHALL THE CONTRACTOR SHALL MAKE PROVISIONS FOR REASONABLE ACCESS FOR
HAVE ACCESS TO THE WORK WHENEVER IT IS IN PROGRESS. THE CONTRACTOR EMERGENCY VEHICLES AT ALL TIMES.
PERMITS AND BONDS PRIOR TO CONSTRUCTION.
THERE IS NO GUARANTEE THAT ALL EXISTING UNDERGROUND OBTAIN ALL REQUIRED CONSTRUCTION SHALL PROVIDE PROPER FACILITIES, EQUIPMENT, AND SAFETY MEASURES FOR SAFE OR THAT THE LOCATION OF THOSE SHOWN ARE ACCURATE. THE CONTRACTOR
ON. SUCH PERMITS AND BONDS SHALL ACCESS AND INSPECTION BY AUTHORIZED REPRESENTATIVES OF THESE AGENCIES. 3. SHOULD CONSTRUCTION OF THE PROJECT REQUIRE THE CLOSURE OF ANY STREETS, SHALL VERIFY THE LOCATION AND DEPTH OF EXISTING UTILITIES AND SHALL BE
BE SUBMITTED TO THE CITY OF BOZEMAN ENGINEERING DEPARTMENT PRIOR TO OR THE ENGINEER SHALL BE THE ONLY REPRESENTATIVE WITH AUTHORITY A MAKE ROADS OR HIGHWAYS OR REQUIRE NIGHT-TIME OR LONG-TERM TRAFFIC CONTROL, FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES IF PROPER LOCATION IS NOT
DURING THE PRE-CONSTRUCTION CONFERENCE. CHANGES. THE CONTRACTOR SHALL BE REQUIRED TO PREPARE A DETAILED TRAFFIC CONTROL UNDERTAKEN. THE OWNER OR ENGINEER WILL ASSUME NO LIABILITY FOR ANY
PLAN TO ADDRESS THE METHODS AND MEANS OF CONTROLLING TRAFFIC UNDER DAMAGES SUSTAINED OR COST INCURRED BECAUSE OF OPERATIONS IN THE VICINITY
3. THE CONTRACTOR SHALL HAVE AVAILABLE AT THE JOB SITE AT ALL TIMES ONE 5. THE CITY OF BOZEMAN REQUIRES DOCUMENTATION OF TESTS PERFORMED BY THE THE SPECIFIC CONDITIONS. THE PLAN SHALL INCLUDE SPECIFIC DETAILS ON OF EXISTING UTILITIES SHORING OF THE SAME.. STRUCTURES, NOR FOR TEMPORARY BRACING AND
IN-PLACE FIELD DENSITY OF COMPACTED TRAFFIC DETOURS AND ESTIMATED DURATION OF THE CLOSURES. DETAILS OF IF ITC NECESSARY TO SHORE, BRACE, SWING, OR
COPY OF THE CONTRACT DOCUMENTS INCLUDING PLANS, SPECIFICATIONS, COPIES ENGINEER AT REGULAR INTERVALS FOR OF ANY REQUIRED CONSTRUCTION PERMITS, EROSION CONTROL PLANS, AND BACKFILL, ROAD SUB-GRADE, ROAD BASE COURSE, ROAD CRUSHED GRAVEL, SIGNING, BARRICADES, FLAGGING AND OTHER TRAFFIC CONTROL DEVICES SHALL BE RELOCATE A UTILITY, THE AFFECTED COMPANY OR DEPARTMENT SHALL BE
INSPECTION REPORTS. ASPHALT, ASPHALT CORE SAMPLES, AND PORTLAND CEMENT CONCRETE TESTS. INCLUDED, AND THE TRAFFIC CONTROL PLAN SHALL BE APPROVED BY THE CITY CONTACTED BY THE CONTRACTOR AND PERMISSION OBTAINED REGARDING THE
THE CONTRACTOR IS REQUIRED TO PROVIDE SAFE ACCESS AND ALLOW TEMPORARY ENGINEER OR HIS DESIGNATED REPRESENTATIVE PRIOR TO CONSTRUCTION. METHODS FOR SUCH WORK.
4 THE CONTRACTOR SHALL HAVE RESPONSIBLE SUPERINTENDENCE ON SITE OR BE PAUSES OF WORK AS NECESSARY FOR THE ENGINEER TO PERFORM THESE
IMMEDIATELY AVAILABLE BY PHONE DURING CONSTRUCTION HOURS. THE REQUIRED TESTS. 4. 3. THE CONTRACTOR SHALL PROVIDE 48 HOURS MINIMUM NOTICE TO ALL UTILITY
SUPERINTENDENT THE
FOREMAN SHALL HAVE AUTHORITY TO UNDERTAKE CHANGES CONSTRUCTION WORK SHALL BE COORDINATED BY THE CONTRACTOR SO THAT LOCAL TRAFFIC WILL HAVE CONTINUOUS ACCESS WITHIN ONE BLOCK OF ANY GIVEN COMPANIES PRIOR TO BEGINNING CONSTRUCTION. CONTRACTOR SHALL COORDINAi_
AS DIRECTED BY 1HE ENGINEER, B. THE CONTRACTOR SHALL ALLOW ACCESS TO ANY BOOKS, DOCUMENTS, PAPERS OR PROPERTY. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO NOTIFY WITH OWEST TO MOVE PHONE/FIBER OPTIC LINES WHERE APPLICABLE.
RECORDS WHICH ARE PERTINENT TO THIS CONTRACT BY THE OWNER, STATE OR AFFECTED PARTIES OF CLOSURES, PARKING REQUIREMENTS AND RESTRICTIONS, AND 4, THIS PROJECT MAY REQUIRE THE DISRUPTION OF SEWER OR WATER SERVICE TO
FEDERAL AGENCIES, OR ANY OF THEIR DULY AUTHORIZED REPRESENTATIVES FOR ANY OTHER ADVERSE CONDITIONS, A MINIMUM OF TWENTY-FOUR (24) HOURS PRIOR CERTAIN GALLATIN CENTER BUSINESSES. ANY SUCH DISRUPTION SHALL REQUIRE
CONTRACTOR INSURANCE THE PURPOSE OF MAKING AN AUDIT, EXAMINATION, EXCERPT, OR TRANSCRIPTION. TO BEGINNING WORK MATHIN THE AFFECTED AREA. 24 HOURS ADVANCE NOTICE TO THE CITY OF BOZEMAN AND ANY SUCH AFFECTED
7. DENSITY TESTING OF TRENCH BACKFILL SHALL BE PERFORMED BY THE ENGINEER. 5. THE PROPOSED WORK HALL TAKE PLACE IN OR NEAR SHOPPING CENTER ACCESSES, BUSINESSES. IN ADDITION, ANY SHUT-OFF OF AN ACTIVE FIRE SERVICE LINE
1. THE CONTRACTOR MUST BE COVERED BY LIABILITY INSURANCE IN ACCORDANCE ALL EXPENSES FOR RETESTS REQUIRED AS THE RESULT OF FAILED WORK, SHALL PARKING AREAS, AND TRUCK LOADING ZONES. IT IS THE CONTRACTOR'S REQUIRES F HOURS NOTIFICATION TO THE CITY OF BOZEMAN FIRE DEPARTMENT.
WITH ALL INSURANCE REQUIREMENTS SET FORTH BY THE SUPPLEMENTARY BE INCURRED BY THE CONTRACTOR. RESPONSIBILITY TO COORDINATE WORK AND ACCESS CLOSURES WITH THE OWNER SUCH NOTIFICATION SHALL INCLUDE THE TIME AND DATE OF THE SHUT-OFF AND
CONDITION 5.04 OF THE MONTANA PUBLIC WORKS STANDARD SPECIFICATIONS. THE AND THE AFFECTED BUSINESSES TO MINIMIZE DISRUPTION TO REGULAR BUSINESS THE EXPECTED DURATION.
CITY OF BOZEMAN AND ALLIED ENGINEERING SERVICES, INC. MUST BE DESIGNATED 8. ALL COPIES OF CONCRETE, WATER, AND OTHER REQUIRED TEST RESULTS SHALL BE TRAFFIC. PREMISES ALL MATERIALS
OR SHALL PROMPTLY REMOVE FROM THE P
THE CONTRACT R
AS ADDITIONAL INSURED. SENT TO THE OWNER AND ENGINEER OF RECORD DIRECTLY FROM OUTSIDE TESTING 5. CONDEMNED BY THE ENGINEER AS FAILING TO CONFORM THE CONTRACT,
LABORATORIES. 6. ALL STREETS, ROADS, HIGHWAYS AND OTHER PUBLIC THOROUGHFARES WHICH ARE WHETHER INCORPORATED IN THE WORK OR NOT, AND THE CONTRACTOR SHALL
CLOSED TO TRAFFIC SHALL BE PROTECTED BY MEANS OF EFFECTIVE BARRICADES PROMPTLY REPLACE AND RE-EXECUTE HIS OWN WORK IN ACCORDANCE WITH THE
SUBMITTALS&PRE-CONSTRUCTION ON WHICH SHALL BE PLACED, MOUNTED OR AFFIXED ACCEPTABLE WARNING SIGNS. CONTRACT AND WITHOUT EXPENSE TO THE ENGINEER OR OWNER AND SHALL BEAR
GEOTECHNICAL REPORT BARRICADES SHALL BE LOCATED AT THE NEAREST INTERSECTING PUBLIC HIGHWAY THE EXPENSE OF MAKING GOOD ALL WORK OF OTHER CONTRACTORS DESTROYED OR
1 THE CONTRACTOR SHALL SUBMIT SHOP DRAWINGS AND MANUFACTURER
OR STREET ON EACH SIDE OF THE BLOCKED SECTION. DAMAGED BY SUCH REMOVAL OR REPLACEMENT.SPECIFICATIONS TO THE ENGINEER AS REQUIRED BY THE MPWSS AND CITY OF 1. ALLIED7. ALL OPEN TRENCHES AND OTHER EXCAVATIONS WITHIN THE CONSTRUCTION AREA
ENGINEERING SERVICES, INC. HAS CONDUCTED A GEOIECHNICAL 6. ANY ITEMS REMOVED FROM THE EXISTING SYSTEM UNDER THE TERMS OF THIS
BOZEMAN MODIFICATIONS. SUBMITTALS SHALL INCLUDE BUT ARE NOT LIMITED TO: SHALL BE PROVIDED WITH SUITABLE BARRIERS, SIGNS, AND LIGHTS TO THE EXTENT
INVESTIGATION E THE SITE AND PREPARED RECOMMENDATIONS FOR THE THAT ADEQUATE PUBLIC PROTECTION IS PROVIDED. ALL ABRUPT GRADE CHANGES CONTRACT SHALL REMAIN THE PROPERTY IT THE CITY A BOZEMAN AND SHALL BE
F INFRASTRUCTURE IMPROVEMENTS. THE G DESIGN
REPORT F HEREBY GREATER THAN ONE INCH WHICH TRAFFIC MUST PASS OVER, AND OBSTRUCTIONS, DELIVERED TO A SITE SPECIFIED BY THE CITY OF BOZEMAN. SHOULD 111E CITY OF A. PROJECT SCHEDULE (BAR CHART E CPO) - 2 COPIES INCORPORATED INTO THIS CONTRACT AND DESIGN PLANS BY REFERENCE. INCLUDING BUT NOT LIMITED TO MATERIAL STOCKPILES AND EQUIPMENT, SHALL BE CONTRACTOR
CHOOSE NOT TO ACCEPT ANY SALVAGEABLE ITEMS, THEN THE
B. GRADATION AND DENSITY MOISTURE REPORT(PROCTOR) FOR TYPE I BEDDING SIMILARLY PROTECTED. CONTRACTOR SHALL DISPOSE OF THOSE ITEMS AT HIS EXPENSE AT AN ACCEPTABLE
MATERIALS - 2 COPIES 2. IF TRENCH BEDDING MATERIAL HAS LESS THAN SOX PASSING THE y�4 SIEVE, THEN SITE OR LANDFILL.
C. GRADATION AND DENSITY MOISTURE REPORT(PROCTOR) FOR IMPORT DRAINAGE FABRIC SHALL BE USED TO PREVENT INFILTRATION OF FINES INTO THE ALL BARRICADES AND OBSTRUCTIONS SHALL BE ILLUMINATED BY MEANS OF
BACKFILL MATERIAL. - 2 COPIES BEDDING MATERIAL. WHEN USED, THE DRAINAGE FABRIC SHALL BE PLACED OVER 6.
THE BEDDING MATERIAL FOR THE ENTIRE WIDTH OF THE TRENCH. WARNING LIGHTS AT NIGHT. ALL LIGHTS USED FOR THIS PURPOSE SHALL BE KEPT COMPLETION AND CLEANUP
D. UTILITY MAIN MATERIALS, UTILITY SERVICE MATERIALS AND APPURTENANCES BURNING FROM SUNDOWN TO SUNRISE.
(PIPE, FITTINGS, MANHOLES, ETC.) - 6 COPIES 3. LIGHT NON-WOVEN GE 2110.LE DRAINAGE FABRIC SHALL BE USED AS SPECIFIED IN 1. THE CONTRACTOR MUST NOTIFY THE ENGINEER 2 WORKING DAYS PRIOR TO PAVING
E. GRADATION AND DENSITY MOISTURE REPORT(PROCTOR) FOR ROAD BASE AND THE MPWSS SECTION 02110. IT SHALL BE ROT PROOF AND RESISTANT TO SOIL, STORMWATER MANAGEMENT ROADS SO THAT THE ENGINEER AND CITY OF BOZEMAN REPRESENTATIVES MAY
SUBBASE MATERIAL. - 2 COPIES CHEMICALS, ACIDS, AND ALKALIS WITHIN A PH RANGE OF 3 TO 12. THE FABRIC PERFORM AN INSPECTION OF THE SUB-GRADE AND UTILITIES SENT THE ROAD.
F. TRAFFIC CONTROL PLAN - 2 COPIES SHALL BE NON-BIODEGRADABLE AND NOT ATTACKED BY MOLD, MILDEW, OR VERMIN. CONTRACTOR MAY NOT PAVE ANY ROADS UNTIL RECEIVING APPROVAL FROM THE
G. SHOP DRAWINGS - 6 COPIES 1. UNDER CERTAIN CONDITIONS, THE MONTANA DEPARTMENT OF ENVIRONMENTAL
2. THE CONTRACTOR SHALL ALSO SUBMIT SAMPLES, CURRENI MAXIMUM DENSITY 4. WOVEN GEOTEXTILE FABRIC MALL BE USED FOR SUBGRADE STABILIZATION UNDER QUALITY(MDEO) REQUIRES A NOTICE OF INTENT (NOI) AND STORM WATER ENGINEER AND CITY OF BOZEMAN,
REPORTS, AND OPTIMUM MOISTURE REPORTS FOR THE TYPE t PIPE BEDDING THE ROADWAYS AND IN THE UTILITY TRENCHES, AS RECOMMENDED IN THE POLLUTION PREVENTION PLAN (SWPPP) FOR STORM WATER ASSOCIATED WITH 2. THE CONTRACTOR SHALL RESTORE ALL PROPERTY TO THE CONDITION EXISTING AT
MATERIAL AND IMPORT BACKFILL AT THE PRE-CONSTRUCTION MEETING. THE A OCO 2004, REPORT. THE WOVEN GEOTEXTILE FABRIC WILL BE MIRAFI 550X, CONSTRUCTION ACTIVITY. IT WILL BE THE CONTRACTOR'S RESPONSIBILITY TO THE TIME HE ENTERED ONTO THE PROPERTY. SUCH RESTORATION WORK SHALL
CONTRACTOR SHALL SUBMIT ALL MATERIALS SUBMITTALS AND SHOP DRAWINGS WITH AMOCO 2004, OR APPROVED EQUIVALENT. DETERMINE WHETHER SUCH PERMITTING IS REWIRED AND TO OBTAIN SUCH INCLUDE, BUT SHALL NOT BE LIMITED TO RESTORING, GRADING, AND ROLLING
A DATED COVER SHEET INDICATING THE SUPPLIER AND THE DAIS OF THE PLANS 5. NATIVE BACKFILL SHALL BE PLACED IN ACCORDANCE WITH MPWSS SECTION 02221. PERMITTING IN A TIMELY MANNER PRIOR TO CONSTRUCTION. THE SWPPP AND EXISTING ROADWAY PER THE PLANS TO PROVIDE A SMOOTH, COMPACTED DRIVING
USED FOR SUBMISSION. THE ENGINEER SHALL SUBMIT FOUR (4) SETS OF THE WHERE POSSIBLE, EXCAVATED MATERIAL SHALL BE USED FOR BACKFILLING. WHERE EROSION CONTROL PLAN IS NOT INCLUDED IN THESE INFRASTRUCTURE DESIGN SURFACE FREE FROM RUTS; PERFORMING DITCH GRADING TO PROVIDE ADEQUATE
SHOP DRAWINGS TO THE CITY, A MINIMUM OF TWO DAYS PRIOR TO THE PLANS. DRAINAGE; RESTORING LAWN DAMAGE WI1H SOD; RESTORING TREES AND SHRUBS
PRE-CONSTRUCTION CONFERENCE. UNSUITABLE MATERIAL (AS DEFINED BY THE BE BROUGHT REPORT)T TO EXISTING OR BETTER CONDITION INCLUDING SPECIES, SIZE, AND QUALITY;
ENCOUNTERED DURING EXCAVATION IT MUST BE BROUGHT TO THE ATTENTION E 2. TEMPORARY EROSION CONTROL IS REQUIRED AT THE ENDS OF ALL ROADWAYS THAT RESTORING DRIVEWAYS AND SIDEWALKS TO ORIGINAL CONDITION; AND RESTORING
3. FOLLOWING APPROVAL OF INFRASTRUCTURE PLANS AND SPECIFICATIONS, THE THE ENGINEER BEFORE IMPORTED MATERIAL IS USED. SPECIAL CARE SHALL IE ARE NOT COMPLETED DUE TO PROJECT PHASING, SUBDIVISION BOUNDARIES, ETC. FENCES TO ORIGINAL CONDITION. ANY SUCH RESTORATION WORK SHALL BE DONE
ENGINEER SHALL SCHEDULE A PRE-CONSTRUCTION CONFERENCE WITH TAKEN TO ASSURE COMPLETE COMPACTION UNDER THE HAUNCHES OF THE PIPE. TO THE SATISFACTION OF THE OWNER.
REPRESENTATIVES OF THE CITY OF BOZEMAN. THE CONTRACTOR, THE 6. IMPORTED BACKFILL MATERIAL MAY INCLUDE ANY SAND, GRAVEL, SILT, OR CLAY 3. THE CONTRACTOR IS RESPONSIBLE FOR ADHERING CI THE PROVISIONS OF ANY
DEVELOPER/OWNER, THE INSPECTOR, THE FIELD SUPERINTENDENT, AND IF MIXTURE THAT MEETS THE UNIFIED SOILS CLASSIFICATION SYSTEM CRITERIA FOR GW, PRECAUTION SWPPP. THE CONTRACTOR SHALL EXERCISE EVERY REASONABLE 3. CONTRACTOR SHALL CONDUCT OPERATIONS TO PREVENT TRACKINGEANY D MUD AND
APPLICABLE, OTHER AFFECTED UTILITIES OR GOVERNMENTAL AGENCIES. THE CITY PRECAUTION THROUGHOUT STREAMS
THE LIFE OF THE PROJECT TO PREVENT POLLUTION OR DEBRIS ONTO PUBLIC ROADS. CONTRACTOR SHALL REMOVE ANY MUD OR DEBRIS
GP, GM, FOR
SW, SP, TI SC, M T RI CL AND HAS A MOISTURE CONTENT NEAR SILTATION OF RIVERS, STREAMS OR IMPOUNDMENTS. POLLUTANTS SUCH AS THAT IS DEPOSITED , A PUBLIC ROAD BEFORE THE END OF THE WORKDAY. A
OF BOZEMAN MAY REQUIRE ADDITIONAL INFORMATION, INCLUDING EVIDENCE OF OPTIMUM FOR COMPACTION. MATERIALS CONTAINING ORGANICS, HIGHLY PLASTIC CHEMICALS, FUELS, LUBRICANTS, IITUMENS, RAW SEWAGE, AND OTHER HARMFUL SWPPP, IF REQUIRED, SHALL HAVE PROVISIONS FOR PREVENTING MUD AND DEBRIS
PERMITTING, BONDING, AND INSURANCE PRIOR TO OR AT THE CONFERENCE. SILTS AND CLAYS, OR ROCK FRAGMENTS OVER SIX INCHES ARE NOT ACCEPTABLE. WASTES SHALL NOT BE DISCHARGED INTO OR ALONGSIDE OF RIVERS, STREAMS, OR FROM ENTERING ANY NON-BMP STORM DRAINAGE FACILITY OR SURFACE WATER.
ALL FILL MATERIALS MUST BE ABLE TO BE COMPACTED TO AN UNYIELDING IMPOUNDMENTS, OR INTO NATURAL OR MANMADE CHANNELS LEADING THERETO.
CONDITION. CLEAN CRUSHED ROCK IS NOT ACCEPTABLE FOR USE AS BACKFILL THE CONTRACTOR SHALL MEET THE REQUIREMENTS OF THE APPLICABLE 4. THE CONTRACTOR SHALL BE RESPONSIBLE FOR REMOVING ALL GRAVEL AND
CONSTRUCTION INSPECTION UNLESS PRE-APPROVED BY THE ENGINEER. REGULATIONS OF THE DEPARTMENT OF FISH, WILDLIFE AND PARKS, DEPARTMENT OF EXCAVATION DEBRIS DURING THE PROJECT. CONTRACTOR SHALL REMOVE AND
ENVIRONMENTAL QUALITY, AND OTHER STATE OR FEDERAL REGULATIONS RELATING DISPOSE OF ALL EXISTING WATER MAIN MATERIALS AND UNWANTED OBJECTS FROM
7. THE CONTRACTOR SHALL PROMPTLY REMOVE UPON EXCAVATION ALL CONCRETE,
ORGANIC DEBRIS, WASTE ASPHALT, AND OTHER UNSUITABLE MATERIALS TO TO THE PREVENTION OR ABATEMENT OF WATER POLLUTION AND SILTATION. THE PROJECT. THIS SHALL INCLUDE PIECES OF PIPE, BROKEN MANHOLE CASTINGS
I. THE RESIDENT PROJECT REPRESENTATIVE (RPR) WILL ACT UNDER THE DIRECT ELIMINATE THE CHANCE OF CONTAMINATION OF GOOD BACKFILL MATERIAL. ALL AND LIDS, ALL CARDBOARD, PLASTIC, AND OTHER PACKAGING PRODUCTS AND
SUPERVISION OF A PROFESSIONAL ENGINEER IN THE STATE OF MONTANA. THE RPR WASTE MATERIAL SHALL BE DISPOSED OF IN ACCORDANCE WITH ALL FEDERAL, 4. A COPY OF THE APPROVED AND
PERMIT FOR STORM WATER DISCHARGES CONCRETE DEBRIS. NO TRASH IS TO BE DISPOSED OF IN TRENCHES OR ONSITE.
WILL BE ON-SITE ANY TIME WORK IS BEING PERFORMED ON CITY UTILITIES, IN THE ASSOCIATED WITH CONSTRUCTION" SHALL BE ON-SITE AT ALL TIMES DURING FINAL PAYMENT WILL NOT BE MADE UNTIL SITE IS CLEANED UP TO THE
CITY RIGHT-OF-WAY, OR IN CITY EASEMENTS. FAILURE OF THE RPR TO BE ONSITE STATE, AND LOCAL LAWS AND REGULATIONS. CONSTRUCTION. THE CONTRACTOR'S SPECIFIC ATTENTION IS DIRECTED TO THE SATISFACTION T THE ENGINEER AND OWNER.
DURING CONSTRUCTION SHALL RESULT IN ALL WORK INSTALLED WITHWT INSPECTION
TO BE REMOVED AND REPLACED, AT CONTRACTOR'S EXPENSE. THE FOLLOWING FINAL ACCEPTANCE OF THE WORK, MAINTAIN AND REPAIR ANY TRENCH SETTLEMENT PRESERVATION ACT. THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ANY SYSTEM AND ANY OFF-SITE DRAINAGE SYSTEMS AFFECTED BY CONSTRUCTION
8. THE CONTRACTOR SHALL, FOR A PERIOD OF ONE (1) YEAR AFTER COMPLETION AND MONTANA WATER POLLUTION CONTROL ACT AND THE MONTANA STREAM 5. PRIOR TO FINAL INSPECTION, THE CONTRACTOR SHALL CLEAN THE STORM DRAIN
WORK REQUIRES THAT A CITY INSPECTOR BE PRESENT AT ALL TIMES: WHICH MAY OCCUR AND SHALL MAKE REPAIRS TO ANY SURFACE FEATURES WHICH REQUIRED DISCHARGE PERMITS ASSOCIATED NTH EROSION CONTROL AND ACTIVITIES BY A METHOD APPROVED BY THE CITY. WASTEWATER FROM SUCH
PRE CONSTRUCTION MEETING BECOME DAMAGED AS A RESULT OF BACKFILL SETTLEMENT. GROUNDWATER DEWATERING OPERATIONS. CONTRACTOR'S RESPONSIBILITY SHALL CLEANING OPERATIONS SHALL NOT BE DISCHARGED TO THE CITY SANITARY SEWER
INCLUDE ALL CLEANUP, RESTORATION, ETC., OF ANY DETENTION OR DISCHARGE SYSTEM.
TESTING OF WATER MAINS 9. ANY DISCHARGE FROM DEWATERING OPERATIONS SHALL BE LAND APPLIED TO THE AREAS.
TESTING OF SEWER MAINS (LEAKAGE & TV) SAME AQUIFER FROM WHICH THE WATER WAS TAKEN. IF THE CONTRACTOR DESIRES TE 6. PRIOR TO THE INSTALLATION OF IMPERVIOUS SURFACING ALL STORM-WAR 3
POURING OF THRUST BLOCKS TO ROUTE THE DISCHARGE TO SURFACE WATER, A IT IS THE CONTRACTOR'S 5• CLEARING SHALL BE LIMITED TO THE AREAS WITHIN THE APPROVED DISTURBANCE DETENTION FACILITIES SHALL BE OPERATIONAL. PRIOR TO OCCUPANCY STORM-WATER
ANY
STREET SUBGRADE EXCAVATION AND PREPARATION RESPONSIBILITY TO OBTAIN THE APPROPRIATE PERMITS. LIMITS. SINGLE PHASE OF A PHASED DEVELOPMENT, STORM DRAINAGE FACILITIES SHALL BE
STREET PAVING COMPLETED AND OPERATIONAL TO PROVIDE CONVEYANCE, RUNOFF CONTROL, AND
WATER MAIN FLUSHING AND DISINFECTION 6. THE CONTRACTOR SHALL PROVIDE A PUBLIC INFORMATION SIGN LISTING THE WATER QUALITY TREATMENT FOR THE PHASE IN WHICH OCCUPANCY IS REQUESTED.
WATER MAIN BACTERIOLOGICAL TESTING 24-HOUR EMERGENCY PHONE NUMBERS FOR THE CITY AND THE CONTRACTOR. THE TRENCH BEDDING MATERIALS TESTING (GRADATION, PLASTICITY, DENSITY, AND CONTRACTOR SHALL POST THE SIGN AT THE PROJECT SITE IN FULL VIEW OF THE MOISTURE) PUBLIC AND IT SHALL REMAIN POSTED UNTIL FINAL SIGN-OFF BY THE CITY OF UNLESS OTHERWISE SHOWN OR DIRECTED. CONTRACTOR SHALL TAKE ALL 7. ALL EXISTING FACILITIES SHALL BE MAINTAINED IN-PLACE BY THE CONTRACTOR, "
�_
STREET SUBGRADE/BASE MATERIALS TESTING (GRADATION, PLASTICITY, DENSITY, BOZEMAN.AND MOISTURE) PRECAUTIONS NECESSARY TO SUPPORT, MAINTAIN, OR OTHERWISE PROTECT FINAL WALK-THROUGH AND ACCEPTANCE 7. DURING THE CONSTRUCTION OPERATIONS AND UNTIL ACCEPTANCE OF THE EXISTING UTILITIES AND OTHER FACILITIES AT ALL TIMES DURING CONSTRUCTION.
IMPROVEMENTS, THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL DIVERSIONS, THE CONTRACTOR IS TO LEAVE EXISTING FACILITIES IN AN EQUAL OR
ROUTINGS, AND HANDLING OF FLOWS FROM EXISTING SURFACE DRAINAGE THAT MAY BETTER-THAN-ORIGINAL CONDITION.
AFFECT THE WORK. THE EROSION CONTROL PLAN MUST BE FOLLOWED IN 8. CONTRACTOR SHALL REMOVE ALL EXISTING SIGNS, MAILBOXES, FENCES,
ACCORDANCE WITH THE GENERAL DISCHARGE PERMIT FOR STORM WATER
ASSOCIATED WITH CONSTRUCTION ACTIVITY. LANDSCAPING, ETC., AS REQUIRED TO AVOID DAMAGE DURING CONSTRUCTION AND
REPLACE THEM TO EXISTING OR BETTER CONDITION.
NO. REVISIONS DRAWN BY DATE
GALLATIN CENTER LOT 11 PROJECT #: 05-124 SHEET
NOT TO SCALE AEC " RD DATE: 11/07/O6
SPECIAL PROVISIONS Rol/
PROJECT ENGINEER:JDB DRAWN BY: : BOZEMAN MONTANA DRAWING
DESIGNED BY: JDB REVIEWED BY: PTL
t I GALLATIN CTR LOT 11
SPECIAL PROVISIONS
GENERAL WATER NOTES_:
1. POTHOLE AND VERIFY LOCATION AND INVERT OF ALL EXISTING
MAINS PRIOR TO CONNECTION/CROSSING. IF DISCREPANCY
s IS FOUND BETWEEN FIELD CONDITIONS AND DESIGN, CONTACT
THE ENGINEER PRIOR TO CONSTRUCTION.
' r 2. INSTALL CONCRETE THRUST BLOCKS ON ALL BENDS 22 1/2'OR
4 {' a _ MORE, TEES, VALVES. REDUCERS. HYDRANTS, & END CAPS
PER MPWSS 02660. IN LIEU OF THRUST BLOCKS, APPROVED
MECHANICAL RESTRAINT IS ALLOWED WHERE INDICATED.
3. BEDDING TO BE TYPE I. TRENCH EXCAVATION & BACKFILL
1 -`"•"� -+��r TO BE TYPE A.
4. MAINTAIN PIPE GRADE AND INVERT ELEVATIONS AS SHOWN.
5. THE CITY WATER DEPARTMENT SHALL BE NOTIFIED WHEN EXISTING
VALVES MUST BE OPERATED AND SHALL UNDERTAKE THOSE
OPERATIONS.
_ 6. ALL WATER MAIN FITTINGS, VALVES, AND HYDRANTS SHALL BE
PROPERTY LINE ENCASED IN 8 MIL. POLYETHYLENE WRAP MEETING AWWA C-105.
7. ALL WATER MAIN TAPS SHALL BE APPROVED AND WITNESSED
' BY THE CITY OF BOZEMAN WATER DEPARTMENT.
_ 8. AERIAL PHOTO IMAGES FROM THE CITY OF BOZEMAN GIS
E DEPARTMENT. IMAGERY WAS COLLECTED IN APRIL 2004
-• BY MERRICK AND COMPANY.
W
PROPERIVLINE
:y
O�
U LU +
F� 3:
W
W a
� z
e w
LOT 12 LOT 11 w
o
t•/] N
W.CATTAIL ST.
i
i -
N0. REVISIONS DRAWN BY DATE 1
� 1 I PROJECT M. 05-126 SHEET
GALLATIN CENTER LOT 11 DATE: 11/07/D6
SCALE (FEET) OVERALL SHEET LAYOUT REC'O�R� CO-3 -
DESIGNPROJECTENGINEER: DRAWN BY: BOZEMAN,MONTANA DRAWI G GALLATIN CTR LOT It
DESIGNED BY: REVIEWED BY:
OVERALL SHEET LAYOUT
_
CONNECT TO EXT'G NOTES:
STA. 0+42.93 - -
MAIN - SEE DETAIL 'A' CONTRACTOR TO INSTALL FLANGED OS&Y.-- - 1. ANY DISRUPTION OF WATER OR SEWER SERVICES
THIS SHEET SEE FIRE SPRINKLER DESIGN PLANS FOR - REQUIRES 24 HOURS' PRIOR NOTIFICATION TO CITY
INFO BEYOND OS&Y VALVE. CONTRACTOR - AND CUSTOMERS.
TO VERIFY RISER LOCATION PRIOR TO _
PLACEMENT OF FIRE SERVICE-�^ LINE. 2. ANY DISRUPTION OF FIRE SERVICE REQUIRES
NOTIFICATION TO FIRE DEPARTMENT AND CUSTOMERS.
-PROPERTY LINEf -
iN 3. EXTENSIONS OF EXISTING MAINS AND SERVICES MUST NOT BE
' y EXT'G. UG TEL CONNECTED TO THE PROPOSED LINES UNTIL THE NEW
-CAUTION" LINE TO BE
d-.�. - STA.135+22.42 INSTALLATIONS HAVE BEEN INSPECTED, TESTED, AND
- - - �
BEGIN STATION EXISTING UG ELEC. RELOCATED HOT TAP TO EXIST 8" DI APPROVED BY THE CITY OF BOZEMAN.
FROM ORIGINAL AND GAS UTILITIES --• BY OTHERS - WATER MAIN do INSTALL
COORDINATE 8" DI TAPPING TEE & VALVE
DESIGN -REMOVE EXT'G 2" WATER ' VALVE ON -� W/BUILDING i W/TIiRUST BLOCK
_AND 6" FIRE SERVICES SERVICE LINE ` CONSTRUCTION '
INSTALL NEW 2" WATER ' PAVED
AND 8" DI FIRE SERVICES f ROAD •/
ABANDON EXT'C FUTURE BLDG. 7 WATER MAIN ALIGNMENT COORDINATE TABLE
WATER MAIN STA. 30+39.41 31 BY OTHERS z
8" DI TEE, MJ STATKNi NORTHING FASTING DESCRIPTION
30+90-... 8" FIRE SERVICE LINE-J ABANDON EXT'G
(SEE FIRE SERVICE LINE z WATER MAIN h c 30+00 12697.91 42789.00 TAPPING TEE
PROPERTY LINE -.-` PLAN BY OTHERS) < FITTINGS 32+66.60 12431.31 42789.00 8" DI TEE
u
ii _ REMOVE AND DISPOSE V PROPERTY UNE 01 32+66.60 12410.56 42789.00 HYDRANT
EXT'G 8"
FUTURE BLDG. OF EXT'G HYDRANT I 33+39.57 12431.31 42861.97 8' DI 22.5' BEND
SEWER MAIN __ _ _ BY OTHERS x
•�• fi, m V --- - I ��'���LVVVIII �"� 34+16.70 12460.14 42933.52 8" DI 11.25' BEND
STA. 30+21.68 EXYG 8" STA. 32+66.60 -
WATER MAIN 8" DI TEE, MJ ` STA. 35+16.20 i 35+05.28 12508.85 43007.49 8' DI iL25'BEND
e" 90'BEND, MJ I 2 8" DI 45'BEND, MJ ii�/ z
35+16.20 12516.89 43014.89 8" DI 45' BEND
STA. 32+66.60 STA. 34+16.70 STA. 35+05.28 i J/ 35+22.42 12523.05 43014.03 TAPPING TEE
8" DI CLASS 51 ( OFFSET 3' RT 8' 11.25'BEND MJ 8" DI 11.25'BEND, MJ PROPOSED 12-
WATER MAIN 8"x 6" DI REDUCER, MJ "� I
51r J EXTEND 4" WATER DI WATER MAIN
_. �• 55 SEE SHEET C3-2
TO AND 6' FIRE SERVICES
STA. 32+66.60 i O\'(f.R SEENNOTEEW "03AIN =
COB OFFSET 20 76' RI I n P WATER/ FIRE SERVICE DATA TABLE
��S' PARKING LOT $ CURB STOP
DETAIL'A' 02660-4 HYDRANT ASSEMBLY � __n _�(� FUTURE PROPOSED 30' WIDE � �
ABANDON EXYG 6" DI HYDRANT LEAD I f _ .� PUBLIC WATER I STATION OFFSET F.G.ELEV. MATERIAL
1" = 10, WATER MAIN 8.0' BURY MAINTAIN 10' CLEAR - EASEMENT. EXYG= 4684.00 AT STA. 33+39.57 i IL DESIGNED
FG BETWEEN HYDRANT �8 225 BEND, MJ EASEMENT TO BE
HYDRANT � AND FUTURE LIGHT . ' ABANDONED 30+33.54 39.77' LT. 4680.8 2" TYPE K COPPER WATER SERVICE
8' DI GATE 30+39.41 35.01' LT. 4680.8 8" DI FIRE SERVICE
VALVE, MJ
TAPPING TEE TO PLAN VIEW-LOT 11 REALIGNMENT-WATER MAIN 34+69.48 31.57' LT EXT'G 4" DI WATER SERVICE
EXISTING WATER 2 34+71.74 1 31.57' LT.
EXYG 6' DI FIRE SERVICE
MAIN W/ THRUST
BLOCK
J
Q
s� JOINT RESTRAINT TABLE
<� Z mw FITTING SIZE REQUIRED RESTRAINT
FITTING COMMENTS
7 a, m o o o OWY ^ (IN) LENGTH (FT)
Q¢ a m�i �a �iri z w wmr o r� XzO n 4 FEET MIN. RESTRAINED
�; z�n 4 an n m n m n mNn z n w--1, 8" x 6" TEE 7 FEET
w w ��60 STA. 30+00 TO STA. 30+60.21 30'g .a '& ,�� w '� oa 'g 1. LENGTH ON EACH SIDE OF TEE
QI o m C,4 w n m in 'n '�o m f-a DEAD END APPLY TO BOTH SIDES
INSTALL 4 INCHES OF N N <v1
a, p +II wtn +II w+II ry+II +II •+q in+Il >+N 8" 57 FEET
CL m + w + RIGID BOARD INSULATION N N a a OR VALVE OF IN-LINE VALVES
�O "')ci m"1l -THE FULL WIDTH OF THE _"1� _ _ M1� <� �o
TRENCH. PLACE INSULA110N �a� o '�•+ oaf �d�' odd' r-N Q�w 8" 22.5'BEND 4 FEET -
=w m Nz ��,g 6 INCHES ABOVE TOP OF �Nz z .0 z m�z m z iz3 z
g^ 45'BEND
4690.0 WATER MAIN. 4690.0 9 FEET -
8" TEE 4 FEET 8 FEET MIN. RESTRAINED
LENGTH ON EACH SIDE OF TEE
EXISTING
GROUND i' -- - ---+-- -- -
4685.0
FINISHED I
EXT'G ELEC. 8 GAS 6.5' MIN. PAVED ROAD a
IN VICINITY- 4680.0 - - COVER BY OTHERS _ 4680.0 _
CONTRACTOR TO
VERIFY LOCATION
AND DEPTH
2.7'f
EXT'G 8' S.S. 4675.0 _ _ 4675.0
CROSSING_ 522 LF OF 8" DI CLASS 51 WATER MAIN _
MAINTAIN RO MIN. MAINTAIN PIPE GRADE k INVERTS AS SHO
RO WN
CLEAR 2.5't
4670.0
?4
11�� 4670.0
O pf 001 NO
Mn Oa0 f Oo f n
c mi OD �M ^^ Wna0 n N00 P aD � m 11 w N _
I OD 0 0 0 o pg o 0 0 0 0 p$ rn
00 UOi O N O N O N O N O M
M 1'1 M M M M Yn1 M M 17 h =
PROFILE VIEW-LOT 11 REALIGNMENT-WATER MAIN
NO. REVISIONS DRAWN BY DATE HORIZONTAL SCALE FEET VERTICAL SCALE FEET PROJECT f 05-124 C3-�
SHEET
GALLATIN CENTER - LOT 11 DATE: 11/07/06
�50 D 5 ,D WATER MAIN REALIGNMENT - STA. 30+00 TO 35+22 RECORD
PROJECT ENGINEER: DRAWN BY: BOZEMAN MONTANA �Rd `` � ING GALLATIN CENTER LOT II
DESIGNED BY: REVIEWED BY: I LOT 11 WATER MAIN
NOTES:
�1 n 5
EXTG WATER r g I �_ r1 �___�_ 1. ANY DISRUPTION OF WATER OR SEWER SERVICES
SERVICE STUB s is ���r�"� REQUIRES 24 HOURS' PRIOR NOTIFICATION TO CITY
PROPOSED B" AND CUSTOMERS.
-� DI WATER MAIN-
SEE SHEET C3-1 2. ANY DISRUPTION OF FIRE SERVICE REQUIRES
Wr_SERVICE EXTENSION , x yy NOTIFICATION TO FIRE DEPARTMENT AND CUSTOMERS.
fCiG] I BY OTHERS _ g g _ �( }-!
F 3. INSTALL APPROVED MECHANICAL RESTRAINT ON ALL FIRE
"� / HYDRANT LEAD JOINTS (MEGALUG OR APPROVED EQUAL).
i w FUTURE BLDG. \l 6 19
ao BY OTHERS WATER MAINI J I w rr
Z
Ey ---------------' _PROPOSED u
U TRAIL EXYG 12" DI f ,
15' WATER MAIN $ WATER MAIN ALIGNMENT
PROTECT EXTG FH
--- ---------------
12'-- --PROPOSED WATER LINE_EASEMENTw ______. - ___ -- -- a COORDINATE TABLE
\. ----- u
g 12" D CLASS 51 ^'
A MAIN o STATION NORTHMO EASTM6 DESCRIPTION
'- I - . - - LOT 11-WATER NM-NORTH 19TH AVE
EXTG DITCH `—�..� - __ _ 30+00 12141.26 43155.71 12" BEGIN TIE-IN
EXYG EDGE OF PAVEMENT 33+61 12499.13 43156.85 12" END TIE-IN
EXYG 12" •CAUTION•
WATER MAIN EXISTING UG ELEC.-
CONNECTION TO EXTG
AND GAS UTILITIES STA. 33+56
STA. 30+00 MAIN - SEE DETAIL 'B'
CONNECTED TO EXTG N.19TH AVE. THIS SHEET COB OFFSET 15.4' LT
12" WATER MAIN 02660-4 HYDRANT ASSEMBLY
6" DI HYDRANT LEAD `,
rn
PROPERTY LINE (TYP) ---- - 6" DI GATE I
REMOVED EXTG VALVE, MJ
BLOWOFF AND
WATER SERVICE STA. 33+59
A PER COB STDS. 12" DI GATE
VALVE, MJ
PLAN VIEW-LOT 11-N. 19TH AVE. -WATER MAIN
W
n
Z
Q
iv STA. 33+42
iV ; 12" DI 45— --rn
> o� BEND, MJ
ax i i Ww I� a (7p n
v w r.. w n w n yl n > n }. n --—
STA. 30+00 TO STA. 30+30 0 'g m N m M �_a 7ST�A33+p56
INSTALL 4-INCHES OF + II w '�+II '�+II p�-+n a +II o + q RIGID BOARD INSULATION > a M +M z M p M I.l U M STA. 33+53STA. 33+61THE FULL WID1H OF THE- z"i�g OirQm `°�Mz O M� pz er M� 2"x 8"
12" DI 45' REMOVED EXYG PLUG
DI TEE, MJ
TRENCH. PLACE INSULATION 2 z d W W �� N�� N�F� N r� w p, BEND, MJ CONNECTED TO EXYG
6-INCHES ABOVE 70P OF 00 N z� `r vt? vl? �s N? w w u v)? 12" WATER MAIN i
WATER MAIN
4695.0 4695.0
DETAIL,B,
FINISHED 1" - 10'
GROUND EXISTING_
SURFACE GROUND
4690.0 ------
4690.0
4685.0 _ - -- -� 4685.0 -
6.5' MIN.
_ COVER k
Lu A —
4680.0 _ -( 4680.0 -
EXTC J MAI 7AIN PIPE GRADE LASS 51 WATER
MAIf -!
12" DIINVE TS AS SHOJUN
4675.0 4675.0
On < 0� NN aDM OM f EXTG
a00o m a�m c��(ro �ano �ro nro �mf:m 12* DI _
�`} �'`� w!�
g o $ $ o g o 0 0
8 N 8 9 S 9 o N
O O + + N N M M
PROFILE VIEW-LOT 11 -N. 19TH AVE.-WATER MAIN s
NO. REVISIONS DRAWN BY DATE HORIZONTAL SCALE FEET VERTICAL SCALE FEET PROJECT /�: 05-124 SHEET /
0 50 100 0 5 ,D GALLATIN CENTER - LOT 11 DATE: 11/07/06
WATER MAIN - N. 19TH AVE. - STA. 30+00 TO 33+64 R C3-2
ECOIRD
PROJECT ENGINEER: DRAWN BY: BOZEMAN,MONTANA ijRAWING GALLATIN CENTER LOT 11
LOT 11 WATER MAIN-19TH
DESIGNED BY: REVIEWED BY:
� j
I- iNOTES:
STA. 0+251: 1. ANY DISRUPTION OF WATER OR SEWER SERVICES
INSTALL SERVICE RISER REQUIRES 24 HOURS' PRIOR NOTIFICATION TO CITY
SEE RISER DETAIL THIS SHEET _ AND CUSTOMERS.
COORDINATE W/BLDG. CONTRACTOR CITY OF BD t7uu al ucrrtc FOR INcr IATK1N OF we � K V cc wv
1. THE FIRST FITTING INSIDE OF THE BUILDING SHALL BE A UL LISTED FLANGED KENNEDY OR MUELLER 2. ANY DISRUPTION OF FIRE SERVICE REQUIRES
PROPERTY LINE I OS&Y VALVE THE SAME SIZE AS THE FIRE SERVICE LINE. NOTIFICATION TO FIRE DEPARTMENT AND CUSTOMERS.
• - •- .-- - 'O 3. EXTENSIONS OF EXISTING MAINS AND SERVICES MUST NOT BE
-r" 2. ALL DOUBLE CHECK VALVE ASSEMBLIES SHALL BE:J CONNECTED TO THE PROPOSED LINES UNTIL THE NEW I A. UL OR FM LISTED. INSTALLATIONS HAVE BEEN INSPECTED, TESTED, AND
• I B. APPROVED BY THE UNIVERSITY OF SOUTHERN CALIFORNIA FOUNDATION FOR CROSS CONNECTION APPROVED BY THE CITY OF BOZEMAN.
CONTROL AND HYDRAULIC RESEARCH (USCFCCCHR) FOR OPERATION IN THE PROPOSED
POSITION (VERTICAL OR HORIZONTAL) AS SHOWN ON APPROVED PLANS. 4. ALL FIRE SERVICE JOINTS AND FITTINGS TO BE RESTRAINED
STA. 0+00.00 E - I C. INSTALLED AS SHOWN ON THE APPROVED PLANS. WITH MEGALUG OR APPROVED EQUIVALENT RESTRAINT SYSTEM.
8" DI TEE, MJ � 3. A FLOW DETECTION DEVICE SHALL BE INSTALLED IMMEDIATELY FOLLOWING THE DOUBLE CHECK VALVE 5. CONTRACTOR TO PROVIDE FOR FLUSHING OF FIRE LINES WITH A
W/8" GATE VALVES FUTURE BLDG.
8' FIRE SERVICE LINE BY OTHERS Z I ASSEMBLY (ALARM CHECK VALVE, FLOW SENSOR/ALARM, METER, ETC.) AS SHOWN ON THE APPROVED MINIMUM 4" ORIFICE SIZE TO MAINTAIN AT LEAST 1,600
w I.PROFILE 'A' 31 PLANS. PADDLE-TYPE FLOW ALARMS NOT PERMITTED ON DRY SYSTEMS. GALLONS PER MINUTE FLOW RATE.
, j I �
FUTURE PAVED \ 4. A DOUBLE DETECTOR CHECK VALVE ASSEMBLY MAY BE USED WITH A STANDARD CITY OF BOZEMAN 6. REFER TO ARCHITECTURAL PLANS FOR FUTURE WALL, FOOTING,
ROAD METER. THE METER LOOP OF THE DOUBLE DETECTOR CHECK VALVE SHALL HAVE A DOUBLE CHECK AND FOUNDATION DETAILS AND CONNECTION OF 8' FIRE
Z VALVE ASSEMBLY INSTALLED WHICH MEETS THE SAME INSTALLATION CRITERIA SPECIFIED ABOVE IN SERVICE RISER TO BUILDING PLUMBING.
I < REQUIREMENT NUMBER TWO.
j <
' cII� I- -_ - � �� �j 5. HORIZONTAL INSTALLATIONS MUST BE A MINIMUM OF 2' ABOVE THE FINISHED FLOOR.
FUTURE BLDG. V PROPERTY LINE 4
BY OTHERS I o; EXTG ROAD - I/ x 6. THE FIRE SERVICE RISER MUST BE A MINIMUM OF 2' FROM ANY OUTSIDE WALL, AND A MINIMUM OF 1'
..0 FROM ANY INTERIOR WALL.
i 7. THE INCOMING FIRE SERVICE LINE SHALL BE A MINIMUM 6.5% AND A MAXIMUM OF 7.5- BELOW THE
!32 •� $�' -,- i ,'� FINISHED GRADE.
- 6" FIRE SERVCE
EXTENSION TO NEW i ,� 8. ALL FIRE SERVICE LINE APPURTENANCES SHALL HAVE A MINIMUM PRESSURE RATING OF 175 PSI.
8" MAIN - RETAIN AND
REUSE EXISTING VALVE I 9. ALL FIRE SERVICE UNES 4' AND LARGER SHALL BE CLASS 51 DUCTILE IRON PIPE.
SEE PROFILE 'B' �
w 10. LINE SIZING: THE DOUBLE CHECK VALVE ASSEMBLY SHALL BE EQUAL IN SIZE TO BOTH THE INCOMING
PIPE DIAMETER (UPSTREAM) AND OUTGOING PIPE DIAMETER (DOWNSTREAM). FOR EXAMPLE, A 4- FIRE
n ' j SERVICE LINE SHALL HAVE A 4' DOUBLE CHECK VALVE ASSEMBLY.
n 4" WATER SERVICE i w
-_- - EXTENSION BY i Cl
OTHERS i a
i
PLAN VIEW-LOT 11 REALIGNMENT-WATER MAIN
COORDINATE CONNECTION
0o WITH BUILDING PLUMBING
J }
H �
� � F
Y O J O U
o a 3 m a i II n X " DOUBLE CHECK VALVE
z m W J an "'i,n -ASSEMBLY PER COB
< N rn L �w M9 o�� SEE ARCHITECTURAL PLANS r STANDARDS
N p m 5 19"-� NOTES:
`�0 * � +n �N II� FOR WALL, FOOTING,
? � a SEE ARCHITECTURAL PLANS ow o .+
rn nw w or- AND FOUNDATION
00� ^ o < -FOR WALL, FOOTING, AND FOUNDATION Z PROPOSED ` ONLY FITTINGS ALLOWED BETWEEN
o N N X w d� Z 4 -FINISH GRADE DETAILS AND LOCATIONS ..; OS&Y VALVE FIRST OS&Y VALVE AND BACKFLOW
}. \ + + DETAILS AND LOCATIONS �4 N- 010 o ASSEMBLY TO BE 90'BEND.
o m;? o o ? �z o�zw BY OTHERS
4690.0 4690.0 4690.0 4690.0 05
1.0' MIN. = NO PRESSURE GAUGES OR
EXTG 2.0' MAX. BEESSURE GAUGE FITTINGS WILL
ALLOWED ON THE TEST PORTS
FF 4685.5
OF ANY BACKFLOW ASSEMBLY.
INTERIOR FLOOR
4685.0 FF 4685.5 4685.0 4685.0 4685.0 --
PROPOSED FLANGE TO BE THREADED ON
FINISH GRADE-- L STANDPIPE, MJ TO FLANGE
BY OTHERS - _._ ADAPTORS NOT ACCEPTABLE
4680.0 _ 4680.0 4680.0 4680.0 3/4" MIN. REDI ROD,
INSTALLED IN EVERY OTHER-�
MJ BOLT HOLE (TYP.) 8- DI 90-BEND, MJ W/MJR
MECHANICAL W/ THRUST BLOCK PER COB
INSTALL CONCRETE �- �� JOINT
/ STD DWG 02660-13
4675.0 4675.0
THRUST BLOCK PER
C.O.B. STD DTL 4675.0 _ _ EXTG 6" 4675.0
02660-1 DI SERVICE
do RISER
INSTALL CONCRETE 00.2 LF
THRUST BLOCK PER L-6- DI RETAIN EX. -
_
C.O.B. 4670.0 4670.0 4670.0 CL 51 4670.0
026
02660-1 VALVE
LF 8" INSTALL 4 INCHES OF
8" DI RIGID BOARD INSULATION
L 8' GATE CL 51 THE FULL MOTH OF THE _
VALVE TRENCH OUTSIDE BUILDING ELEVATION-FIRE SERVICE LINE RISER(NOT TO SCALE)
FOUNDATION. PLACE INSULATION
g g 0 6 INCHES ABOVE 70P OF 0 0 0
g WATER MAIN.
+ + g o} o+
n n
PROFILE'A'-8"FIRE SERVICE PROFILE'B'-EXTEND EXISTING 6"FIRE SERVICE
NO. REVISIONS DRAWN BY DATE °HORIZONTAL A F FEET VERTICAL SCALE FEET PROJECT #: 05-124
5D '°° 5 '° GALLATIN CENTER - LOT 11 DATE: 11/07/06 SHEET
FIRE SERVICE CONNECTIONS RECORIJ FS-1
PROJECT ENGINEER: DRAWN BY: BOZEMAN,MONTANA DR1�A 1NG GALLATIN CENTER LOT 11
DESIGNED BY: RENEWED BY: LOT 11 FIRE SERVICE