HomeMy WebLinkAboutGallatin Center Lot 12 GALLATIN CENTER - LOT 12 GALLATIN CENTER
WATER & SEWER MAIN EXTENSIONS BOZEMAN, MONTANA
LOCATED IN SECTION 35 OF TOWNSHIP 2 SOUTH, RANGE 5 EAST,
PRINCIPAL MERIDIAN MONTANA CITY OF BOZEMAN, GALLATIN
COUNTY, MONTANA p
DEVELOPER: x Q
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QC7 Development Services, Ltd. z
8150 North Central Expy. Suite 750 U
Dallas, Texas 75206 Z w
972.503.0277 Q o
NOVEMBER 2006
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GALLATIN CENTER LOT 12
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 WITH ALL APPLICABLE STANDARDS, SPECIFICATIONS, AND
STANDARD PRACTICES. THE OMISSION OF ANY STANDARD FROM THESE PLANS DOES NOT RELIEVE THE CONTRACTOR GENERAL SHEETS
DRAWING FILEPATH OF THIS RESPONSIBILITY. CO-1 SHEET INDEX, PROJECT NOTES do LEGEND
PROJECT NAME 2. IT IS THE CONTRACTOR'S SOLE RESPONSIBILITY TO ENSURE SAFE WORK PRACTICES FOR ALL COMPONENTS OF THIS CO-2 SPECIAL PROVISIONS
SHEET DESCRIPTION PROJECT. THE CONTRACTOR SHALL ADHERE TO ALL FEDERAL, STATE, AND LOCAL REGULATIONS WITH RESPECT TO
LOCATION 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.
SEWER MAIN PLAN&PROFILE
3. ANY EXISTING OR NEW VALVES WHICH CONTROL THE COB'S WATER SUPPLY SHALL BE OPERATED BY COB PERSONNEL C2-1 I LOT 12 SEWER MAIN
SCALE SARI ONLY.
_ WATER MAIN PLAN&PROFILE
i 4. THE CONTRACTOR SHALL NOTIFY THE COB WATER DEPARTMENT A MINIMUM OF 24—HOURS PRIOR TO BEGINNING ANY WORK.
C LOT EOT 2 WATER MAIN (FRONT)
5. THE CONTRACTOR SHALL FIELD—VERIFY LINE AND GRADE OF EXISTING CONNECTIONS, C3-2 LOT 12 WATER MAIN (REAR)
' DISCIPLINE LETTER h N0. 6. THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL UNDERGROUND UTILITIES BY NOTIFYING *ONE CALL* AT C3-3 LOT 12 FIRE SERVICE LINE
DATE: 06/00/04 PROJECT R O gl{EET SHEET ND. WITHIN DISCIPLINE LEAST TWO BUSINESS DAYS PRIOR TO BEGINNING CONSTRUCTION. PHONE NUMBER 800-424-5555.
DATE: 01 _X
CO-00WR.DWC 7. CONTRACTOR SHALL FIELD VERIFY LOCATION AND DEPTH OF ALL EXISTING UTILITIES WHERE NEW FACILITIES CROSS OR
CONNECT. CONTRACTOR SHALL BE RESPONSIBLE FOR EXPOSING POTENTIAL UTILITY CONFLICTS FAR ENOUGH AHEAD OF
PROJECT-NAME CONSTRUCTION TO MAKE NECESSARY GRADE MODIFICATIONS WITHOUT DELAYING THE WORK. ALL UTILITY CROSSINGS SHALL ABBREVIATIONS:
SHEET-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 MAT'L MATERIAL
8. 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 WITH THE MUTCD (INCLUDING MONTANA AMENDMENTS). ALL TRAFFIC CONTROL MEASURES MFR MANUFACTURER
SHALL BE APPROVED AND IN PLACE PRIOR TO ANY CONSTRUCTION ACTIVITY. BL BRASS CAP MH 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
LETTER dBOPLNE 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
A MPWSS MONTANAPUBLIC WORKS STANDARD SPECIFICATIONS
AND STATE DEPARTMENT OF HEALTH.
CL CENTERLINE MUTCD MANUAL
ON UNIFORM TRAFFIC CONTROL DEVICES
CO—X GENERAL CMH CENTER OF MANHOLE
C1—X ROAD 10. AT LEAST 2 BUT NOT MORE THAN 10 BUSINESS DAYS BEFORE BEGINNING ANY EXCAVATION, THE CONTRACTOR SHALL, CMP CORRUGATED METAL PIPE N NORTH
ACCORDING TO MCA 69-4-501, NOTIFY ALL OWNERS OF UNDERGROUND FACIU71ES AND COORDINATE THE WORK WITH THE CO CLEAN OUT NIC NOT IN CONTRACT
C2—X SANITARY SEWER OWNERS OF SUCH UNDERGROUND FACILITIES. THE INFORMATION SHOWN OR INDICATED IN THE CONTRACT DOCUMENTS WITH COB CITY OF BOZEMAN
C3—X WATER RESPECT TO EXISTING UNDERGROUND FACILITIES IS BASED ON INFORMATION AND DATA OBTAINED FROM THE OWNERS OF CONC CONCRETE OSS OFFSITE SANITARY SEWER
THE FACILITIES WITHOUT FIELD EXPLORATION, AND AS SUCH, OWNER AND ENGINEER ARE NOT RESPONSIBLE FOR THE CU COPPER
C4—X STORM SEWER ACCURACY OR COMPLETENESS OF SUCH INFORMATION OR DATA. CY CUBIC YARD PC POINT OF CURVATURE
A ARCHITECTURAL 11. CONTRACTOR SHALL PROVIDE ALL MATERIALS, EQUIPMENT AND FACILITIES REQUIRED FOR TESTING ALL UTILITY PIPING IN PE PLAIN END
DI DUCTILE IRON PI POINT OF INTERSECTION
IC INSTRUMENTATION AND CONTROL ACCORDANCE WITH CITY CONSTRUCTION SPECIFICATIONS AND MPWSS. COST OF ALL INITIAL AND RETESTING SHALL BE
DIA DIAMETER PL PROPERTY LINE
E ELECTRICAL BORNE BY THE CONTRACTOR. DWG DRAWING PROP PROPERTY
PSI POUNDS PER SQUARE INCH
12. NO TRENCHES IN ROADS OR DRIVEWAYS SHALL BE LEFT IN AN OPEN CONDITION OVERNIGHT. ALL SUCH TRENCHES SHALL E EAST PSIG POUNDS PER SQUARE INCH GAUGE
BE BACKFILLED, COMPACTED AND CLOSED BEFORE THE END OF EACH WORK DAY AND NORMAL TRAFFIC FLOWS RESTORED. 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
EXTG EXISTING 0 FLOW
DETAIL OR SECTION LETTER DRAWING (02221-1) AND CITY OF BOZEMAN MODIFICATIONS TO MPW, UNLESS NOTED OTHERWISE IN THE PLANS OR
SPECIFICATIONS. FD FLOOR DRAIN R RADIUS
X DETAIL DESCRIPTION FDN FOUNDATION RCP REINFORCED CONCRETE PIPE
XX 15. THRUST RESTRAINT ON WATER MAIN FITTINGS MAY BE PROVIDED BY CONCRETE THRUST BLOCKS OR APPROVED FETS FLARED END TERMINAL SECTION RDCR REDUCER
MECHANICAL JOINT RESTRAINT. TAPS TO EXISTING MAINS SHALL BE RESTRAINED WITH CONCRETE THRUST BLOCKS. FG FINISHED GRADE ROW RIGHT OF WAY
SHEET WHERE DETAIL FHYD FIRE HYDRANT FIT RIGHT
OR SECTION IS SHOWN 16. ENGINEER SHALL BE CONTACTED PRIOR TO STAKING. ENGINEER WILL COORDINATE WITH AND DIRECT SURVEYORS ON FIL FLANGE
CONSTRUCTION STAKING. ENGINEER MUST VERIFY AND ACCEPT USE OF DIGITAL DATABASE INFORMATION PRIOR TO USE FOR FLR FLOOR S SOUTH
STAKING. FT FEET SCH SCHEDULE
FTG FOOTING SO STORM DRAIN
COB AND MPW DETAIL CALLOUTS 17. CONTRACTOR SHALL PROVIDE WATER AND OTHER MEASURES AS NECESSARY TO CONTROL DUST TO AN EXTENT SECT SECTION
ACCEPTABLE TO THE CITY OF BOZEMAN. GPM GALLONS PER MINUTE SS SANITARY SEWER
CITY OF BOZEMAN GV GATE VALVE STA STATION
18. SUBGRADE AND BASE COURSE SHALL MEET THE REQUIREMENTS OF SECTIONS 02234 do 02235 OF THE MONTANA PUBLIC STD STANDARD
MONTANA PUBLICS WORKS MODIFICATIONS
FIFTH EDITION TO MPW TI FIFTH EDITION WORKS STANDARDS. THE SUBGRADE AND BASE COURSE SHALL BE COMPACTED TO A MINIMUM OF 95 PERCENT OF HOPE HIGH DENSITY POLYETHYLENE
ASTM 0-698. HORZ HORIZONTAL TBM TEMPORARY BENCHMARK
MPW COB HP HORSEPOWER TBC TOP BACK OF CURB
_ 19. ASPHALT PAVEMENT SHALL MEET THE REQUIREMENTS OF SECTIONS 02503 OF THE MONTANA PUBLIC WORKS STANDARDS HWY HIGHWAY TDH TOTAL DYNAMIC HEAD
AND COMPACTED TO A MINIMUM OF 97 PERCENT OF IT'S MARSHALL BULK DENSITY. TEMP TEMPERATURE
IE INVERT ELEVATION TP TEST PIT
20. PROJECT BENCHMARK. PROJECT BENCHMARK IS THE ARROW BOLT ON A FIRE HYDRANT LOCATED IMMEDIATELY SOUTH OF N INCH TIN TOP OF WALL
THE ROSS RETAIL STORE. ELEVATION — 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 —X—X— FENCE — EXISTING ---- — SEWER MAIN — EXISTING W WEST
r r w/ WITH
PROFILE LABEL KEY --- -- UTILITY GAS — EXISTING Q SANITARY SEWER MANHOLE W/0 WITHOUT
-- UTILITY PHONE — EXISTING ® SEWER CLEANOUT YCP YELLOW PLASTIC CAP
- - UTILITY ELECTRIC — EXISTING WATER MAIN o
ELEVATION LIGHT POLE — EXISTING -- k — WATER MAIN — EXISTING
ELECTRICAL PEDESTAL — EXISTING WATER SERVICE
i o WM ELECTRICAL METER — EXISTING FIRE HYDRANT
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TELEPHONE PEDESTAL — EXISTING �
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V) ----------------- EASEMENT LINE �1 REDUCER
BOUNDARY/LOT LINE Ti BEND
ROAD CENTERLINE END CAP
ROAD — CURB =_______= CULVERT — EXISTING
9
CONCRETE SIDEWALK DITCH—CENTERLINE — EXISTING
STREET SIGN
PROJECT y: 05-126 SHEET
NO. REVISIONS DRAWN BY DATE
NOT TO SCALE NOT CENTER LOT 12 �kf , �� DATE: 11/07/06 CO-I
SHEET INDEX, PROJECT NOTES AND LEGEND
PROJECT ENGINEER: DRAWN BY: BOZEMAN,MONTANA DRAWIN G GALLATIN CTR LOT 12
DESIGNED BY: REVIEWED BY: PROJECT NOTES
2. HE CONTRACTOR SHALL NOTIFY THE CITY AND HE ENGINEER AT LEAST 2
ADMINISTRATION&COORDINATION WORKING DAYS PRIOR TO SCHEDULING ANY OF HE ABOVE WORK. FAILURE TO TRAFFIC CONTROL UTILITY NOTES
PROVIDE NOTICE TO THE CITY AND HAVE CITY INSPECTOR PRESENT DURING
1. CONTRACTOR SHALL FURNISH ALL EQUIPMENT, LABOR, AND MATERIAL REQUIRED PERFORMANCE OF ANY OF HE ABOVE WORK, SHALL RESULT IN REJECTION OF SAID 1. HIS PROJECT INCLUDES HE REMOVAL OF EXISTING WATER MAIN, FITTINGS, VALVES,
1
FOR THE CONSTRUCTION OF THESE PLANS. MATERIAL SHALL BE NEW, UNUSED, WORK AND SHALL REQUIRE REMOVAL AND REPLACEMENT OF UTILITIES INSTALLED . HE CONTRACTOR SHALL AT ALL TIMES CONDUCT HIS OPERATIONS SO THAT THERE AND OTHER FIXTURES. NO REUSE OF THESE MATERIALS IS AUTHORIZED EXCEPT AS
AND UNDAMAGED. IN CASE OF CONFLICTING SPECIFICATIONS OR DETAILS, HE WITHOUT A CITY INSPECTOR PRESENT, AT HE CONTRACTOR'S RISK AND EXPENSE. IS A MINIMUM INTERRUPTION OF THE USE OF CITY STREETS AFFECTED BY HE MAY BE SPECIFICALLY NOTED ON THE PLANS. IT SHALL BE THE CONTRACTOR'S
ENGINEER SHALL BE CONTACTED PRIOR TO CONSTRUCTION; GENERALLY, THE MOST WORK. THE CONTRACTOR SHALL COORDINATE WITH THE CITY ENGINEER IN RESPONSIBILITY TO REMOVE AND DISPOSE OF THESE MATERIALS OFF-SITE IN
STRINGENT SPECIFICATION SHALL APPLY. ANY DISCREPANCIES ON THE DRAWINGS 3. THE CITY RESERVES THE RIGHT TO REQUIRE RE-INSPECTION AND REPAIR OF ANY PLANNING SUCH TRAFFIC CONTROL. ACCORDANCE W1H APPLICABLE LOCAL, STATE, AND FEDERAL LAWS.
SHALL BE IMMEDIATELY BROUGHT TO THE ATTENTION OF THE ENGINEER BEFORE EXISTING FACILITIES IF DAMAGE FROM CONSTRUCTION RELATED ACTIVITIES IS
COMMENCING WORK. NO FIELD CHANGES OR DEVIATIONS FROM DESIGN ARE TO BE CONSIDERED LIKELY. 2. TRAFFIC CONTROL SHALL BE IN ACCORDANCE WIH THE LATEST EDITION OF THE 2. ALL EXISTING UTILITIES SHOWN ARE LOCATED ACCORDING TO THE INFORMATION
MADE WTHOUT PRIOR APPROVAL OF THE ENGINEER. NO CONSIDERATION WILL BE MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES (MUTCD) AS PUBLISHED BY THE AVAILABLE TO THE ENGINEER AT HE TIME THE DRAWINGS WERE PREPARED AND
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. HAVE NOT BEEN INDEPENDENTLY VERIFIED BY THE OWNER OR 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 THERE IS NO GUARANTEE THAT ALL EXISTING UNDERGROUND UTILITIES ARE SHOWN
HAVE ACCESS TO THE WORK WHENEVER IT IS N PROGRESS. THE CONTRACTOR EMERGENCY VEHICLES AT ALL TIMES. OR THAT THE LOCATION OF HOSE SHOWN ARE ACCURATE. THE CONTRACTOR
2. THE CONTRACTOR SHALL BE RESPONSIBLE TO OBTAIN ALL REQUIRED CONSTRUCTION SHALL PROVIDE PROPER FACILITIES, EQUIPMENT, AND SAFETY MEASURES FOR SAFE SHALL VERIFY THE LOCATION AND DEPTH OF EXISTING UTILITIES AND SHALL BE
PERMITS AND BONDS PRIOR TO CONSTRUCTION. 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, FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES IF PROPER LOCATION IS NOT
BE SUBMITTED TO THE CITY OF BOZEMAN ENGINEERING DEPARTMENT PRIOR TO OR THE ENGINEER SHALL BE THE ONLY REPRESENTATIVE WITH AUTHORITY TO MAKE ROADS OR HIGHWAYS OR REQUIRE NIGHT-TIME OR LONG-TERM TRAFFIC CONTROL, UNDERTAKEN. THE OWNER OR ENGINEER HALL ASSUME NO LIABILITY FOR ANY
DURING THE PRE-CONSTRUCTION CONFERENCE. CHANGES. THE CONTRACTOR SHALL BE REQUIRED TO PREPARE A DETAILED TRAFFIC CONTROL DAMAGES SUSTAINED OR COST INCURRED BECAUSE OF OPERATIONS IN THE VICINITY
PLAN TO ADDRESS THE METHODS AND MEANS OF CONTROLLING TRAFFIC UNDER OF EXISTING UTILITIES OR STRUCTURES, NOR FOR TEMPORARY BRACING AND
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 SHORING OF THE SAME. IF IT IS NECESSARY TO SHORE, BRACE, SWING, OR
COPY OF THE CONTRACT DOCUMENTS INCLUDING PLANS, SPECIFICATIONS, COPIES ENGINEER AT REGULAR INTERVALS FOR IN-PLACE FIELD DENSITY OF COMPACTED TRAFFIC DETOURS AND ESTIMATED DURATION OF THE CLOSURES. DETAILS OF RELOCATE A UTILITY, THE AFFECTED COMPANY OR DEPARTMENT SHALL BE
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 CONTACTED BY THE CONTRACTOR AND PERMISSION OBTAINED REGARDING THE
INSPECTION REPORTS. ASPHALT, ASPHALT CORE SAMPLES, AND PORTLAND CEMENT CONCRETE TESTS. INCLUDED, AND THE TRAFFIC CONTROL PLAN SHALL BE APPROVED BY THE CITY METHODS FOR SUCH WORK.
THE CONTRACTOR IS REQUIRED TO PROVIDE SAFE ACCESS AND ALLOW TEMPORARY ENGINEER OR HIS DESIGNATED REPRESENTATIVE PRIOR TO CONSTRUCTION.
4. THE CONTRACTOR SHALL HAVE RESPONSIBLE SUPERINTENDENCE ON SITE OR BE PAUSES OF WORK AS NECESSARY FOR THE ENGINEER TO PERFORM THESE 3. THE CONTRACTOR SHALL PROVIDE 48 HOURS MINIMUM NOTICE TO ALL UTILITY
IMMEDIATELY AVAILABLE BY PHONE DURING CONSTRUCTION HOURS. THE REQUIRED TESTS. 4. CONSTRUCTION WORK SHALL BE COORDINATED BY THE CONTRACTOR SO THAT COMPANIES PRIOR TO BEGINNING CONSTRUCTION. CONTRACTOR SHALL COORDINATE
SUPERINTENDENT OR FOREMAN SHALL HAVE AUTHORITY TO UNDERTAKE CHANGES LOCAL TRAFFIC MALL HAVE CONTINUOUS ACCESS WITHIN ONE BLOCK OF ANY GIVEN NTH OWEST TO MOVE PHONE/FIBER OPTIC LINES WHERE APPLICABLE.
AS DIRECTED BY THE ENGINEER. 6. THE CONTRACTOR SHALL ALLOW ACCESS TO ANY BOOKS, DOCUMENTS, PAPERS OR PROPERTY. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO NOTIFY
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
CONTRACTOR INSURANCE 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
HE PURPOSE OF MAKING AN AUDIT, EXAMINATION, EXCERPT, OR TRANSCRIPTION. TO BEGINNING WORK WITHIN THE AFFECTED AREA. 24 HOURS ADVANCE NOTICE TO THE CITY OF BOZEMAN AND ANY SUCH AFFECTED
5. HE PROPOSED WORK WILL TAKE PLACE IN OR NEAR SHOPPING CENTER ACCESSES, BUSINESSES. IN ADDITION, ANY SHUT-OFF OF AN ACTIVE FIRE SERVICE LINE
7. DENSITY TESTING OF TRENCH BACKFILL SHALL BE PERFORMED BY THE ENGINEER. REQUIRES 24 HOURS NOTIFICATION TO THE CITY OF BOZEMAN FIRE DEPARTMENT.
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 SUCH NOTIFICATION SHALL INCLUDE THE TIME AND DATE OF THE SHUT-OFF AND
MATH ALL INSURANCE REQUIREMENTS SET FORTH BY THE SUPPLEMENTARY BE INCURRED BY THE CONTRACTOR. RESPONSIBILITY TO COORDINATE WORK AND ACCESS CLOSURES WITH THE OWNER THE EXPECTED DURATION.
CONDITION 5.04 OF THE MONTANA PUBLIC WORKS STANDARD SPECIFICATIONS. THE AND THE AFFECTED BUSINESSES TO MINIMIZE DISRUPTION TO REGULAR BUSINESS
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. 5. THE CONTRACTOR SHALL PROMPTLY REMOVE FROM THE PREMISES ALL MATERIALS
AS ADDITIONAL INSURED. SENT TO THE OWNER AND ENGINEER OF RECORD DIRECTLY FROM OUTSIDE TESTING CONDEMNED BY THE ENGINEER AS FAILING TO CONFORM TO 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
ON , SHALL BEAR
SUBMITTALS&PRE-CONSTRUCTION BARR IADESHALL SHALLEBELACED LOCATEDOATTTHE ED 0 NEAREST INTERSECTINGR AFFIXEDE UBLICNHIGHWAY HE rnEXPENSE OFSIGNS. CONACT ANDW MAKING GOOD THOUTEXPENSALL WORK OF OTHER CONTRACTO STO THE EINEER OR OWNERD DESTROYED OR
GEOTECHNICAL REPORT OR STREET ON EACH SIDE OF THE BLOCKED SECTION. DAMAGED BY SUCH REMOVAL OR REPLACEMENT.
1. THE CONTRACTOR SHALL SUBMIT SHOP DRAWINGS AND MANUFACTURER 7. ALL OPEN TRENCHES AND OTHER EXCAVATIONS WITHIN THE CONSTRUCTION AREA 6. ANY ITEMS REMOVED FROM THE EXISTING SYSTEM UNDER THE TERMS OF THIS
1. ALLIED ENGINEERING SERVICES, INC. HAS CONDUCTED A GEOTECHNICAL
SPECIFICATIONS TO THE ENGINEER AS REQUIRED BY THE MPWSS AND CITY OF SHALL BE PROVIDED WITH SUITABLE BARRIERS, SIGNS, AND LIGHTS TO THE EXTENT CONTRACT SHALL REMAIN THE PROPERTY OF THE CITY OF BOZEMAN AND SHALL BE
BOZEMAN MODIFICATIONS. SUBMITTALS SHALL INCLUDE BUT ARE NOT LIMITED T0: INVESTIGATION OF THE SITE AND PREPARED RECOMMENDATIONS FOR THE THAT ADEQUATE PUBLIC PROTECTION IS PROVIDED. ALL ABRUPT GRADE CHANGES DELIVERED TO A SITE SPECIFIED BY THE CITY OF BOZEMAN. SHOULD THE CITY OF
INFRASTRUCTURE IMPROVEMENTS. THE GEOTECHNICAL REPORT IS HEREBY GREATER THAN ONE INCH MMICH TRAFFIC MUST PASS OVER, AND OBSTRUCTIONS, BOZEMAN CHOOSE NOT TO ACCEPT ANY SALVAGEABLE ITEMS, THEN THE
A. PROJECT SCHEDULE (BAR CHART OR CPM) - 2 COPIES INCORPORATED INTO THIS CONTRACT AND DESIGN PLANS BY REFERENCE. INCLUDING BUT NOT LIMITED TO MATERIAL STOCKPILES AND EQUIPMENT, SHALL BE CONTRACTOR SHALL DISPOSE OF THOSE ITEMS AT HIS EXPENSE AT AN ACCEPTABLE
B. GRADATION AND DENSITY MOISTURE REPORT(PROCTOR) FOR TYPE I BEDDING 2. IF WRENCH BEDDING MATERIAL HAS LESS THAN 50%PASSING HE {�4 SIEVE, HEN SIMILARLY PROTECTED. SITE OR LANDFILL.
MATERIALS - 2 COPIES DRAINAGE FABRIC SHALL BE USED TO PREVENT INFILTRATION OF FINES INTO THE 8. ALL BARRICADES AND OBSTRUCTIONS SHALL BE ILLUMINATED BY MEANS OF
C. GRADATION AND DENSITY MOISTURE REPORT(PROCTOR) FOR IMPORT BEDDING MATERIAL. WHEN USED, THE DRAINAGE FABRIC SHALL BE PLACED OVER WARNING LIGHTS AT NIGHT. ALL LIGHTS USED FOR THIS PURPOSE SHALL BE KEPT COMPLETION AND CLEANUP
BACKFILL MATERIAL. - 2 COPIES THE BEDDING MATERIAL FOR THE ENTIRE WIDTH OF HE TRENCH.
D. UTILITY MAIN MATERIALS, UTILITY SERVICE MATERIALS AND APPURTENANCES BURNING FROM SUNDOWN TO SUNRISE.
(PIPE, FITTINGS, MANHOLES, ETC.) - 6 COPIES 3. LIGHT NON-WOVEN GEOTEXTILE 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 MATHIN A PH RANGE OF 3 TO 12. THE FABRIC PERFORM AN INSPECTION OF THE SUB-GRADE AND UTILITIES WITHIN 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 ENGINEER AND CITY OF BOZEMAN.
4. WOVEN GEOTEXTILE FABRIC WILL BE USED FOR SUBGRADE STABILIZATION UNDER QUALITY(MDEQ) REQUIRES A NOTICE OF INTENT (NOI) AND STORM WATER
2. THE CONTRACTOR SHALL ALSO SUBMIT SAMPLES, CURRENT MAXIMUM DENSITY THE ROADWAYS AND IN THE UTILITY TRENCHES, AS RECOMMENDED IN THE POLLUTION PREVENTION PLAN (SWPPP) FOR STORM WATER ASSOCIATED MATH 2. THE CONTRACTOR SHALL RESTORE ALL PROPERTY TO THE CONDITION EXISTING AT
REPORTS, AND OPTIMUM MOISTURE REPORTS FOR THE TYPE 1 PIPE BEDDING GEOTECHNICAL REPORT. THE WOVEN GEOTEXTILE FABRIC WEE BE MIRAFI 55OX, CONSTRUCTION ACTIVITY. IT WILL BE THE CONTRACTOR'S RESPONSIBILITY TO THE TIME HE ENTERED ONTO THE PROPERTY. SUCH RESTORATION WORK SHALL
MATERIAL AND IMPORT BACKFILL AT THE PRE-CONSTRUCTION MEETING. THE AMOCO 2004, OR APPROVED EQUIVALENT. DETERMINE WHETHER SUCH PERMITTING IS REQUIRED AND TO OBTAIN SUCH INCLUDE, BUT SHALL NOT BE LIMITED TO RESTORING, GRADING, AND ROLLING
CONTRACTOR SHALL SUBMIT ALL MATERIALS SUBMITTALS AND SHOP DRAWINGS W1H PERMITTING IN A TIMELY MANNER PRIOR TO CONSTRUCTION. THE SWPPP AND EXISTING ROADWAY PER THE PLANS TO PROVIDE A SMOOTH, COMPACTED DRIVING
A DATED COVER SHEET INDICATING THE SUPPLIER AND THE DATE OF THE PLANS 5. NATIVE BACKFILL SHALL BE PLACED IN ACCORDANCE WITH MPWSS SECTION 02221. EROSION CONTROL PLAN IS NOT INCLUDED IN THESE INFRASTRUCTURE DESIGN SURFACE FREE FROM RUTS; PERFORMING DITCH GRADING TO PROVIDE ADEQUATE
USED FOR SUBMISSION. THE ENGINEER SHALL SUBMIT FOUR (4) SETS OF THE WHERE POSSIBLE, EXCAVATED MATERIAL SHALL BE USED FOR BACKFILLING. WHERE PLANS. DRAINAGE; RESTORING LAWN DAMAGE WITH SOD; RESTORING TREES AND SHRUBS
SHOP DRAWINGS TO THE CITY, A MINIMUM OF TWO DAYS PRIOR TO THE UNSUITABLE MATERIAL (AS DEFINED BY THE GEOTECHNICAL REPORT) IS TO EXISTING OR BETTER CONDITION INCLUDING SPECIES, SIZE, AND QUALITY;
PRE-CONSTRUCTION CONFERENCE. ENCOUNTERED DURING EXCAVATION IT MUST BE BROUGHT TO THE ATTENTION OF 2. TEMPORARY EROSION CONTROL IS REQUIRED AT THE ENDS OF ALL ROADWAYS THAT RESTORING DRIVEWAYS AND SIDEWALKS TO ORIGINAL CONDITION; AND RESTORING
THE ENGINEER BEFORE IMPORTED MATERIAL IS USED. SPECIAL CARE SHALL BE ARE NOT COMPLETED DUE TO PROJECT PHASING, SUBDIVISION BOUNDARIES, ETC. FENCES TO ORIGINAL CONDITION. ANY SUCH RESTORATION WORK SHALL BE DONE
3. FOLLOWING APPROVAL OF INFRASTRUCTURE PLANS AND SPECIFICATIONS, THE TAKEN TO ASSURE COMPLETE COMPACTION UNDER THE HAUNCHES OF THE PIPE. TO THE SATISFACTION OF THE OWNER.
ENGINEER SHALL SCHEDULE A PRE-CONSTRUCTION CONFERENCE WITH 3. THE CONTRACTOR IS RESPONSIBLE FOR ADHERING TO THE PROVISIONS OF ANY
REPRESENTATIVES OF THE CITY OF BOZEMAN, THE CONTRACTOR, THE 6. IMPORTED BACKFILL MATERIAL MAY INCLUDE ANY SAND, GRAVEL, SILT, OR CLAY APPLICABLE SWPPP. THE CONTRACTOR SHALL EXERCISE EVERY REASONABLE 3. CONTRACTOR SHALL CONDUCT OPERATIONS TO PREVENT TRACKING OF MUD AND
DEVELOPER/OWNER, THE INSPECTOR, THE FIELD SUPERINTENDENT, AND IF MIXTURE THAT MEETS THE UNIFIED SOILS CLASSIFICATION SYSTEM CRITERIA FOR GW, PRECAUTION THROUGHOUT THE LIFE OF THE PROJECT TO PREVENT POLLUTION OR DEBRIS ONTO PUBLIC ROADS. CONTRACTOR SHALL REMOVE ANY MUD OR DEBRIS
APPLICABLE, OTHER AFFECTED UTILITIES OR GOVERNMENTAL AGENCIES. THE CITY GP, GM, GC, SW, SP, SM. SC, ML, OR CL AND HAS A MOISTURE CONTENT NEAR SILTATION OF RIVERS, STREAMS OR IMPOUNDMENTS. POLLUTANTS SUCH AS THAT IS DEPOSITED ON 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, BITUMENS, 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. 4. THE CONTRACTOR SHALL BE RESPONSIBLE FOR REMOVING ALL GRAVEL AND
CONDITION. CLEAN CRUSHED ROCK IS NOT ACCEPTABLE FOR USE AS BACKFILL THE CONTRACTOR SHALL MEET THE REQUIREMENTS OF THE APPLICABLE
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, TO THE PREVENTION OR ABATEMENT OF WATER POLLUTION AND SILTATION, THE PROJECT. THIS SHALL INCLUDE PIECES OF PIPE, BROKEN MANHOLE CASTINGS
ORGANIC DEBRIS, WASTE ASPHALT, AND OTHER UNSUITABLE MATERIALS TO AND LIDS, ALL CARDBOARD, PLASTIC, AND OTHER PACKAGING PRODUCTS AND
t THE RESIDENT PROJECT REPRESENTATIVE (RPR) MALL ACT UNDER THE DIRECT ELIMINATE THE CHANCE OF CONTAMINATION OF GOOD BACKFILL MATERIAL. ALL 4. A COPY OF THE APPROVED "GENERAL PERMIT FOR STORM WATER DISCHARGES CONCRETE DEBRIS. NO TRASH IS TO BE DISPOSED OF IN TRENCHES OR ONSITE.
SUPERVISION OF A PROFESSIONAL ENGINEER IN THE STATE OF MONTANA. THE RPR WASTE MATERIAL SHALL BE DISPOSED OF IN ACCORDANCE WITH ALL FEDERAL, ASSOCIATED WITH CONSTRUCTION" SHALL BE ON-SITE AT ALL TIMES DURING FINAL PAYMENT WILL NOT BE MADE UNTIL SITE IS CLEANED UP TO THE -
WILL BE ON-SITE ANY TIME WORK IS BEING PERFORMED ON CITY UTILITIES, IN THE STATE, AND LOCAL LAWS AND REGULATIONS. SATISFACTION OF THE ENGINEER AND OWNER. -
CITY RIGHT-OF-WAY, OR IN CITY EASEMENTS. FAILURE OF THE RPR TO BE ONSITE CONSTRUCTION. THE CONTRACTOR'S SPECIFIC ATTENTION IS DIRECTED TO THE _
DURING CONSTRUCTION SHALL RESULT IN ALL WORK INSTALLED WITHOUT INSPECTION 8. HE CONTRACTOR SHALL, FOR A PERIOD OF ONE (t) 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
TO BE REMOVED AND REPLACED, AT CONTRACTOR'S EXPENSE, HE 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
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 MATH EROSION CONTROL AND ACTIVITIES BY A METHOD APPROVED BY THE CITY, WASTEWATER FROM SUCH
BECOME DAMAGED AS A RESULT OF BACKFILL SETTLEMENT. GROUNDWATER DEWATERNG OPERATIONS. CONTRACTOR'S RESPONSIBILITY SHALL CLEANING OPERATIONS SHALL NOT BE DISCHARGED TO THE CITY SANITARY SEWER
PRE-CONSTRUCTION MEETING 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 @ 1Y) SAME AQUIFER FROM WHICH HE WATER WAS TAKEN. IF HE CONTRACTOR DESIRES 6. PRIOR TO THE INSTALLATION OF IMPERVIOUS SURFACING ALL STORM-WATER 3
H
POURING OF THRUST BLOCKS TO ROUTE THE DISCHARGE TO SURFACE WATER, A IT IS THE CONTRACTOR'S 5. CLEARING SHALL BE LIMITED TO E AREAS NI THIN THE APPROVED DISTURBANCE DETENTION FACILITIES SHALL BE OPERATIONAL, PRIOR TO OCCUPANCY OF 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 HE CONTRACTOR SHALL PROVIDE A PUBLIC INFORMATION SIGN LISTING THE COMPLETED AND OPERATIONAL TO PROVIDE CONVEYANCE, RUNOFF CONTROL, AND
6. 9
WATER MAIN FLUSHING AND DISINFECTION 24-HOUR EMERGENCY PHONE NUMBERS FOR THE CITY AND SIGN
CONTRACTOR. HE WATER QUALITY TREATMENT FOR THE PHASE IN WHICH OCCUPANCY IS REQUESTED. 6
WATER MAIN BACTERIOLOGICAL TESTING CONTRACTOR SHALL POST THE SIGN AT THE PROJECT SITE IN FULL VIEW OF THE
TRENCH BEDDING MATERIALS TESTING (GRADATION, PLASTICITY, DENSITY, AND PUBLIC AND IT SHALL REMAIN POSTED UNTIL FINAL SIGN-OFF BY THE CITY OF 7. ALL EXISTING FACILITIES SHALL MAINTAINED IN-PLACE BY HE CONTRACTOR,DI -
MOISTURE) UNLESS OTHERWISE SHOWN OR DIRECTED. CONTRACTOR SHALL TAKE ALL
BOZEMAN. _
STREET SUBGRADE/BASE MATERIALS TESTING (GRADATION, PLASTICITY, DENSITY, PRECAUTIONS NECESSARY TO SUPPORT, MAINTAIN, OR OTHERWSE PROTECT
AND MOISTURE) 7. DURING THE CONSTRUCTION OPERATIONS AND UNTIL ACCEPTANCE OF THE EXISTING UTILITIES AND OTHER FACILITIES AT ALL TIMES DURING CONSTRUCTION.
HE CONTRACTOR IS FINAL WALK-THROUGH AND ACCEPTANCE IMPROVEMENTS, THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL DIVERSIONS, TO LEAVE EXISTING FACILITIES IN AN EQUAL OR
ROUTINGS, AND HANDLING OF FLOWS FROM EXISTING SURFACE DRAINAGE THAT MAY BETTER- CONDITION. a
AFFECT HE 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 LANDSCAPING, ETC., AS REQUIRED TO AVOID DAMAGE DURING CONSTRUCTION AND
ASSOCIATED WITH CONSTRUCTION ACTIVITY. REPLACE THEM TO EXISTING OR BETTER CONDITION.
NO. REVISIONS DRAWN BY DATE PROJECT M: 05-126 SHEET
NOT TO SCALE GALLATIN CENTER LOT 12 R�COR� DATE: 11/07/06 CO-2
SPECIALS TPiROVISIONS
PROJECT ENGINEER:JOB DRAWN BY: LJG BOZEMAN,MONTANA DRAWING GALLATIN CTR LOT 12
DESIGNED BY: JOB REVIEWED BY: PTL
SPECIAL PROVISIONS
'i -- �i� r!• s GENERAL WATER NOTES:
� '� r-� 1. POTHOLE AND VERIFY LOCATION AND INVERT OF ALL EXISTING
MAINS PRIOR TO CONNECTION/CROSSING. IF DISCREPANCY OF
SHEET C'�-3 MORE THAN 0.1' IS FOUND BETWEEN FIELD CONDITIONS AND
- DESIGN, CONTACT THE ENGINEER PRIOR TO CONSTRUCTION.
•� ��, _ �� 2. INSTALL CONCRETE THRUST BLOCKS ON ALL BENDS 22 1/2-OR
MORE, TEES, VALVES, REDUCERS, HYDRANTS, k END CAPS
PER MPWSS 02660. IN LIEU OF THRUST BLOCKS, APPROVED
MECHANICAL RESTRAINT IS ALLOWED WHERE INDICATED.
d' 3. BEDDING TO BE TYPE I. TRENCH EXCAVATION k BACKFILL
� TO BE TYPE A.
PROPERTY LINE ♦ 4. MAINTAIN PIPE GRADE AND INVERT ELEVATIONS AS SHOWN.
8"FIRE 5. THE CITY WATER DEPARTMENT SHALL BE NOTIFIED WHEN EXISTING
SERVICE VALVES MUST BE OPERATED AND SHALL UNDERTAKE THOSE
OPERATIONS.
6. ALL WATER MAIN FITTINGS, VALVES, AND HYDRANTS SHALL BE
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.
• FIRE HYDRANT 8. AERIAL PHOTO IMAGES FROM THE CITY OF BOZEMAN GIS
BM ELEV-4680.45 DEPARTMENT. IMAGERY WAS COLLECTED IN APRIL 2004
1 BY MERRICK AND COMPANY.
SHEET C2-1 PROPERTY LINE
8"PVC SEWER MAIN
ea z
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x o w Q ]LOT 11
°° Q T 12co
Q
W. CATTAIL ST.
- -----
x
-� -----------------
Y
NO. REVISIONS DRAWN BY DATE 0 60 20 '80 PROJECT /: 05-126 SHEET
GALLATIN CENTER LOT 12 DATE: 11/07/06
SCALE (FEET) __ OVERALL SHEET LAYOUT RECORD CO-3
PROJECT ENGINEER: DRAWN BY: BOZEMAN,MONTANA DR 'Y'y IN�' GALLATIN CTR LOT 12
DESIGNED BY: REVIEWED BY: OVERALL SHEET LAYOUT
--� ---C-
=1 PROPERTY LINE .l I j
62 LF 4" PVC SDR 35 wwxµ � 25+06.57
SERVICE "A" - 48" SSMHp4 -- j R()$$
I.E. IN-4675.9
S-3.0R MIN. FUTURE
FUTURE PARKING LOT
BUILDINGS BY OTHERS
-BY OTHERS
24+97.51
----------------------- ------ 06.51 8"x4" WYE
20+00.00 / M
CONNECT TO
C i II EX. 8" PVC SS/
23+77.0 20+58.61 II r •-• WV
D 48" SSMH## 48" SSMH{j1 - ! .-
D -r :
D 4 1\`1 111 E GS
D g z c
I
_ z
l �
6. 6 -
8" WATER MAIN 21+07.85 _ II I�i LOT II
SEE SHEET C3-1 48" SSMH#2
PLAN VIEW-LOT 12-SEWER MAIN
�- � �NERAL SEWER NOTES:
wW
N N Z 3 i 1. BEDDING TO BE TYPE I. TRENCH EXCAVATION AND BACKFILL TO
n N m N OD
o W BE TYPE A.
rj p- N O .D Oi U( W
`li 2. FURNISH GRAVITY SEWER PIPE MEETING ASTM D-3034 WITH AN
n m tD� ��'o$ Oao*r SDR OF 35.
N II °° N tl Mm ool..
O n II O m p N co II F O Oi
+_ ~ +_ � +�'� +=a a O+.o� 3. ALL PROPOSED SEWER MANHOLES SHALL BE INSTALLED WITH GRADE
a M N 3 o N v� ?O N ?o r N< ADJUSTING RINGS SUFFICIENT TO MODIFY THE RIM ELEVATIONS AS
N N rn II. FINISHED PAVED N II, rn II, O w S NECESSARY DURING LATER PHASE CONSTRUCTION.
10 d, °D 0D PARKING LOT g a0°0 F m a0 a0 w O F II W
N w w BY OTHERS .n &W W 0 O m W w c F rn W 4. CONTRACTOR SHALL VERIFY LINE AND GRADE OF EXISTING UTILITY
4685.0 STUBS PRIOR TO CONSTRUCTION AND SHALL NOTIFY ENGINEER IF
DISCREPANCY OF MORE THAN 0.1' EXISTS.
4680.0 4680.0
EXISTING
11 WATER MAIN GROUND
SEE SHEET SEWER MAIN COORDINATE TABLE
4675.0 C3-1 4675.0
- - -- - _ STATION NORTHING FASTING DESCRIPTION
-_ -- LOT 12••EWER RWN
125 LF 8- SDR 20+00 12689.03 42309.57 8" PVC BEGIN TE
3S P -IN
4670.0 S - O.BOX 266 LF 8" SDR 5 pyC. 4670.0 20+59.61 12688.03 42250.95 48" SSMH #1
S= 0.6 5X 21+07.85 12539.79 42250.95 48" SSMH $2
45 LF 8" 23+77.80 12639.76 41981.01 48" SSMH #3
SDR 35 PVC SS 57 tLF8"5=0.76R SDR 35 PSS SERVICE "A" 12798.86 41914.11 4" PVC SDR 35
S-0.84R 25+06.57 12766.70 41959.40 48" SSMH #4
4665.0 4665.0
i
i
M n N n a! N N < M O S
N OD OD •`) END FD � n
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N N N N N N N N =
PROFILE VIEW-LOT 12- SEWER MAIN
R- 5 C:" DRAWN BY DATE OHORI ONTA50SCAL F 00 0 VERTICAL SCALE FEET 10 PROJECT #: 05-126 SHEET
GALLATIN CENTER - LOT 12 ������ DATE 11/07/06 C2-1
-- - PROJECT ENGINEER: DRAWN BY: SEWER MAIN - STA. 20+00 TO 25+36 BOZEMAN,MONTANA DRAWING
GALLATIN CENTER LOT 12
-- DESIGNED BY: REVIEWED BY: LOT 12 SEWER MAIN
00
w a w STA.REMOVE
EX. REMOVE AND DISPOSE
z z REMOVE EX. CURB STOP �- �_>> z NOTES:
CONNECT TO EXT'G OF EXISTING 8" DI WATER
8" WATER MAIN WHERE IN
1. ANY DISRUPTION OF WATER OR SEWER SERVICES
-SEE NOTE �13 X w REQUIRES 24 HOURS' PRIOR NOTIFICATION TO CITY
STA. 38+16.40
k' AND CUSTOMERS.
8 REMOVE 8" CAP I a
0 o STA. 30+49.77 FUTURE 3
a a 8" DI 90-BEND. MJ BUILDINGS CONNECT TO EXYG 2. ANY DISRUPTION OF FIRE SERVICE REQUIRES 24
a iv I BY OTHERS 8" 25
WATER MAIN W/8" w HOURS' PRIOR NOTIFICATION TO FIRE DEPARTMENT
�N �4 W/CONCRETE THRUST BLOCK GATE VALVE m O AND CUSTOMERS.
x 11- STA. 31+36.63 I co EXYG UTILITY
w W __ ____I " SERVICE I x EASEMENT TO 3. CONTRACTOR SHALL PRESSURE TEST EXISTING PIPE
8 DI 90'BEND. MJ SEWER
CROSSING I w BE ABANDONED STUBS TO VERIFY INTEGRITY PRIOR TO CONNECTION
STA. 33+64.53 TO NEW MAINS.
f ------ ; B" DI 11.25'BEND, MJ I PETSMART
, STA. 34+91.66 STA. 35+18.28 STA. 37+32.51 4. CONTRACTOR SHALL VERIFY LINE AND GRADE OF
STA. 31+69.75 8" DI 11.25'BEND, MJ 8" DI GATE VALVE 8" DI 11.25'BEND, MJ EXISTING UTILITY STUBS PRIOR TO CONSTRUCTION AND
1 8" DI TEE, MJ ` - SHALL NOTIFY THE ENGINEER IF DISCREPANCY OF
EX. B" DI MORE THAN 0.1' EXISTS.
WATER 31 D0,i - I
o - o 30' PROPOSED STA. 35+18.28 STA. 35+81.90 I - 5. ALL SALVAGED WATER MAIN, FITTINGS, AND OTHER
i
11 ----- UTILITY EASEMENT -- - - g x6-DI E, 8 DI 11.25'BEND MJ -- -- APPUTENANCES SHALL BE TRANSFERRED TO THE CITY
-TEE, MJj
I =' - EX. B" D WATER OF BOZEMAN UPON REMOVAL.
10 1
m _____ - �- _ - 6. CONTRACTOR SHALL EXCAVATE ALONG THE EXISTING
` 27 LF 6" Of - ----------------M--- ^�1 0- ---- - -�'��' - � � MAIN FAR ENOUGH TO CONFIRM THAT A MINIMUM OF
1 --- CITY OF BOZEMAN
CLASS 51� 9 r -' TOPERATETWO EXISTING JOINTS ARE MECHANICALLY RESTRAINED
HYDRANT - - 0 ^"- _,'�, - `� w VALVE TOSHUT BEHIND THE PROPOSED CONNECTION WITH THE NEW
LEAD EJ
-_-----� 1° PIPE. CONTRACTOR SHALL NOTIFY THE ENGINEER AND
---� L. r--y, 11' MIN. HORIZ. OFF EXISTING MAIN
Fm HYDRANT ASSEMBLY BOZ 'p 28 LF 6L DI ----II T SEPARATION I^ - CITY OF BOZEM RE IF THE EXSTING JOINTS ARE NOT
1 I -- CENTER TO CENTER MECHANICALLY RESTRAINED.
6 DI HYDRANT LEAD 02660-4 BIZ HYDRANT ASSEMBLY CLASS 51
N P_I - HYDRANT I \ OF MAINS
_ 8.5' BURY 02660.4 6" DI HYDRANT LEAD I �
FG - 4680.1 AT 8.5' BURY AD PROPOSED 8" PVC
a HYDRANT FG - 4684.5 AT _ SEWER MAIN EX. LOT 9.1
SHEET C2-1 IMPROVEMENTS
v = JOINT RESTRAINT TABLE
FUTURE -J- i FUTURE - FITTING SIZE REQUIRED RESTRAINT
w I PARKING LOT 1 PARKING LOT FITTING COMMENTS
R.O.MI BY OTHERS BY OTHERS (IN) LENGTH (FT)
1 _ FEET 8" x 8" TEE 10 FEET LENGTH MIN EACH SIDE OF TEE
5 FEET MIN. RESTRAINED
-- 8" x 6" TEE 9 FEET LENGTH ON EACH SIDE OF TEE
PLAN VIEW-LOT 12(FRONT)-WATER MAIN 8" 11.25'BEND 3 FEET
8" 22.5'BEND 5 FEET -
z B. 90'BEND 25 FEET -
z
a DEAD END APPLY TO BOTH SIDES
O 8" OR VALVE 57 FEET OF IN-LINE VALVES
m m
3 j 3
m - m
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Ux Q
n
^�wQ w ad m
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w z0w NL Z
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N+ ~
+ + + II II
W v�y
WATER MAIN 1 L,I{7N1IE N T
W .- H �n1 7o
a COORDINATE=a zO p DSC RIP7KNU Z V =
4690.0 4690.0 STATION NORTHING EASTING
EXISTING FINISHED PAVED LOT 12-WATER MAIN-FRONT
GROUND PARKING LOT- 30+00.00 12148.78 41857.44 CONNECT TO EXIST.
BY OTHERS SEWER SERVICE
CROSSING 30+49.77 12198.55 41857.68 8" 90'BEND
4685.0 1 - _ 4685.0 31+36.63 12198.12 41944.54 8" 90'BEND
EXT'G 8" 6.5' MIN. - 31+69.75 12231.24 41944.54 8x6 TEE
DI WATER COVER 31+69.61 12231.11 41970,90 HYDRANT
- - - OFFSET 26.36 RT.
t4680.0 _ _ - 4680.0 33+64.53 12426.02 41944.52 8" 11.25'BEND
34+91.66 12550.64 41969.67 8" Y1.25-BEND
MgINTAINLF 8" GRADESS 51 WITER MAIN
TS AS SHOWH 35+18.28 12577.26 41969.67 8x6 TEE
DI MAINTAINSTA. 30+00 TO STA. 30+75 1' MIN. 35+18.33 12577.31 41997.77 HYDRANT
INSTALL 4 INCHES OF CLEAR. OFFSET 28.10 RT.
_\ RIGID BOARD INSULATION _ 4675.0
THE FULL WIDTH OF THE EX7"G 8" 35+81.90 12640.88 41969.66 8" 11.25'BEND
DI WATER
TRENCH, PLACE INSULATION - 37+32.51 12729.36 41944.39 8" 11.25'BEND
6 INCHES ABOVE TOP OF _ _ 1�
WATER MAIN. _ 38+16.40 12873.25 41944.56 CONNECT TO EXIST.
4670.0 4670.0 -
rn o a o ,n ro m o a o m 1) N n s
e n ao I� r; �ri � a .F W rS cv o co
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0 0 0 0 0 0 0 0 0 0 0 8 0 $ 0 0 0 a
0 0 0 0 $ o o g o 00 iO
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Mr1 r7 r7 M =
PROFILE VIEW-LOT 12(FRONT)-WATER MAIN s
HORIZONTAL SCALE FEET VERTICAL SCALE FEET PROJECT k. 05-126 SHEET
N0. REVISIONS DRAWN BY DATE
_ - LOT 12 DATE: 11/07/06
WATER MAIN (FRONT) - STA. 30+00 TO 38+16 REC`O�D Q
- �]�AWING_.. _ PROJECT ENGINEER: DRAWN 8Y: BOZEMAN MONTANA GALLATIN CENTER LOT 12
,
DESIGNED BY: REVIEWED BY: LOT 12 WATER MAIN FRONT
AND
MOVED
OFEEXIISTING 8" DISTER WA
MAIN WHERE INDICATED
PROPERTY LINE
STA. 38+04.62
t _ HOT TAP TO EXTG'
- 8" WATER MAIN W/ NOTES:
W.CATRON CREEK '�- VALVE & THRUST BLOCK
� HYDRANT ASSEMBLY $OZ 1. ANY DISRUPTION OF WATER OR SEWER SERVICES REQUIRES 24 HOURS'
��- 6 DI HYDRANT LEAD 02660-4 PRIOR NOTIFICATION TO CITY AND CUSTOMERS.
STA. 30+00 _�� PROPOSED 9.0' BURY
CONNECT TO EXT'G� STA. 31+76.98 30' UTILITY -FG - 4683.7 AT 2. ANY DISRUPTION OF FIRE SERVICE REQUIRES 24 HOURS' NOTIFICATION
/ �8" WATER MAIN 22.5'BEND EASEMENT HYDRANT -_ DETENTION
TO FIRE DEPARTMENT AND CUSTOMERS.
-SEE NOTE #3 - BASIN B-�- I 3. CONTRACTOR SHALL PRESSURE TEST EXISTING PIPE STUBS TO VERIFY
STA 34+35 24 OTHERS_- I _ INTEGRITY PRIOR TO CONNECTION TO NEW MAINS.
GATE VALVE--_ STA. 37+60.20
-8" GATE - 90'BEND 4. EXTENSIONS OF EXISTING MAINS AND SERVICES MUST NOT BE
a VALVE w w -- - - CONNECTED TO THE PROPOSED LINES UNTIL THE NEW
W -SEE NOTE 06 �'8" DI CL 5 " + INSTALLATIONS HAVE BEEN INSPECTED, TESTED, AND APPROVED BY THE
$ R MAIN _ $ $ 8 $ $ I INSTALL 15 LF CITY OF BOZEMAN.
2" TYPE K COPPER 5. INSTALL APPROVED MECHANICAL RESTRAINT ON ALL FIRE HYDRANT
- ROOF DRAINS & I DOMESTIC SERVICE
FUTURE B UNDERGROUND I AND CURB STOP LEAD JOINTS(MEGALUG OR APPROVED EQUAL).
y PARKING LOT c FUTURE FIRE & STA. 34+30.24 STORM DRAINAGEi �'w\
EX. 8" DI STA. 31+29.78 BY OTHERS DOMESTIC SERVICES 8x6 TEE & FUTURE FIRE & BY OTHERS 6. PROPOSED 8" GATE VALVE MAY BE ELIMINATED IF EXISTING CURB STOP
22.5-BEND o �wi VALVE PASSES PRESSURE TESTS.
i WATER -__ - AND TEES BY OTHERS 6" HYDRANT LEAD DOMESTIC SERVICES
- n AND TEES BY OTHERS '-_ter y 7. CONTRACTOR SHALL VERIFY LINE AND GRADE OF EXISTING UTILITY
6" DI FIRE SERVICE STUBS PRIOR TO CONSTRUCTION AND SHALL NOTIFY ENGINEER IF
SEE SHEET C3-3 DISCREPANCY OF MORE THAN 0.1' EXISTS.
uj i 8. ALL SALVAGED WATER MAIN. FITTINGS, AND OTHER APPUTENANCES
FUTURE 71 LF SHALL BE TRANSFERRED TO THE CITY OF BOZEMAN UPON REMOVAL.
FUTURE 2" TYPE K ;
i BUILDINGS COPPER DOMESTIC 9. CONTRACTOR SHALL EXCAVATE ALONG THE EXISTING MAIN FAR ENOUGH
o TO CONFIRM THAT A MINIMUM OF TWO EXISTING JOINTS ARE
BY OTHERS WATER SERVICE a
� MECHANICALLY RESTRAINED BEHIND THE PROPOSED CONNECTION WITH
V BY OTHERS ao F THE NEW PIPE. CONTRACTOR SHALL NOTIFY THE ENGINEER AND CITY
X a OF BOZEMAN IF THE EXSTING JOINTS ARE NOT MECHANICALLY
EXISTING UTILITY w RESTRAINED.
EASEMENT TO BE
ABANDONED
PLAN VIEW-LOT 12(REAR)-WATER MAIN
WWW
n F Y
0 0.m WATER MAIN ALIGNMENT
w F am
oo- n N a o �_; COORDINATE TABLE
o a w W W ^ < w m i m F_ 01 STATION NORTHwO EAanNa DESCRIPTION
m ,`g m ,I >N ''g m ao x a� LOT 12-WATER MAN!-REAR
a r1
+U F M cV+ II nj+II w+ II Q+ + II p+ II w>+II w
n t- N r N r f- J< > 30+00.00 12147.20 41658.25 CONNECT TO EXIST.
p w Ir 9 5 o S g d d W S d r> .w 31+29.78 12276.98 41658.24 8" 22.5'BEND
wI.w oz,W-L Z z roV) m z m z z; z,� 31+76.98 12320.48 41639.92 8" 22.5'BEND
4690.0 4690.0 34+30.24 12573.74 41646.95 8x6 TEE
34+30.20 12573.76 41622.95 HYDRANT
OFFSET 18.00 LT
_ FINISHED PAVED 37+38.76 12882.25 41642.21 8x6 TEE - FIRE SERVICE
PARKING OT 4685.0 @Y O RS 4685.0
37+41.76 12B85.25 41657.22 WATER SERVICE CURB STOP
_` - _ THI� _ _ _
DI WATER ---_ 37+60.20 12903.69 41642.30 8" 90'BEND
EXISTlNO 1 38+04.62 12903.69 41597.88 CONNECT TO EXIST.
GROUN _
4680.0 4680.0
zzz "t
z 805 LF 8. 6.5' MIN. a
4675.0 -_ - -- MAINTAIN PIPE GRADE SS 57 WATER _ -__ _. COVER 4675.0
&IN A MAIN ;
S SHOWN
STA. 3 +00 TO STA_ 32+00
INSTALI 4 INCHES F JOINT RESTRAINT TABLE
4670,C RIGID ARD INSULATION
THE FLLL WIDTH OF - _ 4670.0 FITTING SIZE REQUIRED RESTRAINT
TRENCH. PLACE INS LA11ON (IN) FITTING LENGTH (FT) COMMENTS o
6 INCH S ABOVE TOP OF
WATER MAIN. LENGTH MIN. RESTRAINED 'S
EXTG 8"7 8" x 8" TEE 10 FEET LENGTH ON EACH SIDE OF TEE
4665.0 DI WATER B" x 6" TEE 9 FEET 5 FEET MIN. RESTRAINED
4665.0 LENGTH ON EACH SIDE OF TEE
S. 11.25'BEND 3 FEET -
Ic n m n m ao n o 7 M a? n n o a 22.5'BEND
ri lV 0 o ad r� 8" 5 FEET
e
8^ 90'BEND 25 FEET -
o $ $ $ $ $ $ o $ $ $ $ $ $ $ $ $
0 o S o 0 0 0 0 0 $ 0 0 0 0 g DEAD END APPLY TO BOTH SIDES _
o In u1 o o o o o In o In o 8" OR VALVE 57 FEET OF IN-LINE VALVES -
+ + + + + + + + a+ + + + + + + + + _
0 M n n M h M M M h o M M M M M
PROFILE VIEW-LOT 12(REAR)-WATER MAIN
NO. REVISIONS DRAWN BY DATE HORIZONTAL SCALE FEET VERTICAL SCALE FEET :PROJECT 05-126 SHEET
0 50 100 0 5 10 GALLATIN CENTER - LOT 12 DATE: 11/07/06
WATER MAIN (REAR) - STA. 30+00 TO 38+05 RECORD C3-2
PROJECT ENGINEER: DRAWN BY: BOZEMAN MONTANA DRAWING GALLATIN CENTER LOT 12
DESIGNED BY: REVIEWED BY: LOT 12 WATER MAIN REAR
-- - - - - --- - - _ NOTES: CITY OF BOZEMAN REQUIREMENT'S FOR INSTALLATION ATION OF DOUBLE CHECK VALVE ASSEMBLY
1. EXTENSIONS OF EXISTING MAINS AND SERVICES MUST NOT BE 1. THE FIRST FITTING INSIDE OF THE BUILDING SHALL BE A UL LISTED FLANGED KENNEDY OR MUELLER
CONNECTED TO THE PROPOSED LINES UNTIL THE NEW OS&Y VALVE THE SAME SIZE AS THE FIRE SERVICE LINE.
INSTALLATIONS HAVE BEEN INSPECTED, TESTED, AND 2. ALL DOUBLE CHECK VALVE ASSEMBLIES SHALL BE:
APPROVED BY THE CITY OF BOZEMAN. A. UL OR FM LISTED.
n 2. ALL FIRE SERVICE JOINTS AND FITTINGS TO BE RESTRAINED B. APPROVED BY THE UNIVERSITY OF SOUTHERN CALIFORNIA FOUNDATION FOR CROSS CONNECTION
WITH MEGALUG OR APPROVED EQUIVALENT RESTRAINT SYSTEM. CONTROL AND HYDRAULIC RESEARCH (USCFCCCHR) FOR OPERATION IN THE PROPOSED
.� POSITION (VERTICAL OR HORIZONTAL) AS SHOWN ON APPROVED PLANS.
3. CONTRACTOR TO PROVIDE FOR FLUSHING OF FIRE LINES 'NTH A C. INSTALLED AS SHOWN ON THE APPROVED PLANS.
' E%. LVEOT 9.1 ,�® PETSMART MINIMUM 4" ORIFICE SIZE TO MAINTAIN AT LEAST 880 3. A FLOW DETECTION DEVICE SHALL BE INSTALLED IMMEDIATELY FOLLOWING THE DOUBLE CHECK VALVE
- IMPROMENTS GALLONS PER MINUTE FLOW RATE. ASSEMBLY (ALARM CHECK VALVE, FLOW SENSOR/ALARM, METER, ETC.) AS SHOWN ON THE APPROVED
STA. 0+00.00 (6 PLANS. PADDLE-TYPE FLOW ALARMS NOT PERMITTED ON DRY SYSTEMS.
STA. 37+38.76 (8-) ' 4. REFER TO ARCHITECTURAL PLANS FOR FUTURE WALL, FOOTING,
8z6 DI TEE, MJ AND FOUNDATION DETAILS AND CONNECTION OF FIRE
2" WATER 4. A DOUBLE DETECTOR CHECK VALVE ASSEMBLY MAY BE USED WITH A STANDARD CITY OF BOZEMAN
6" FIRE SERVICE LINE� SERVICE RISER TO BUILDING PLUMBING.SERVICE - SEE METER. THE METER LOOP OF THE DOUBLE DETECTOR CHECK VALVE SHALL HAVE A DOUBLE CHECK
SEE PROFILE THIS SHEET SHEET C372 PROPERTY LINE VALVE ASSEMBLY INSTALLED WHICH MEETS THE SAME INSTALLATION CRITERIA SPECIFIED ABOVE IN
REQUIREMENT NUMBER TWO.
jj ==9 EXT'G 8" DI WATER 5. HORIZONTAL INSTALLATIONS MUST BE A MINIMUM OF 2' ABOVE THE FINISHED FLOOR.
[INSTALL
6. THE FIRE SERVICE RISER MUST BE A MINIMUM OF 2' FROM ANY OUTSIDE WALL, AND A MINIMUM OF 1'STA. 0+03.5 EXISTING UTILITY FROM ANY INTERIOR WALL.
6" DI GATE EASEMENT TO BE E A MINIMUM 6.5', AND A MA%IMUM OF 7.5' BELOW THE
VALVE, MJ ABANDONED 7. THE INCOMING FIRE SERVICE LINE SHALL B
TA. 0+86tFINISHED GRADE.
PROPOSED 30' SERVICE RISER 8. ALL FIRE SERVICE LINE APPURTENANCES SHALL HAVE A MINIMUM PRESSURE RATING OF 175 PSI.
UTILITY EASEMENT EE RISER DETAIL THIS
Z SHEET COORDINATE W/BLDG. 9. ALL FIRE SERVICE LINES 4" AND LARGER SHALL BE CLASS 51 DUCTILE IRON PIPE.
7 \ CONTRACTOR
_______________ 10. LINE SIZING: THE DOUBLE CHECK VALVE ASSEMBLY SHALL BE EQUAL IN SIZE TO BOTH THE INCOMING
w W 1 PIPE DIAMETER (UPSTREAM) AND OUTGOING PIPE DIAMETER (DOWNSTREAM). FOR EXAMPLE, A 4" FIRE
SERVICE LINE SHALL HAVE A 4" DOUBLE CHECK VALVE ASSEMBLY.
o
a U
FUTURE FIRE &
G DOMESTIC SERVICES
R'� <3 BY OTHERS
Q
U o
PLAN VIEW-LOT 12-FIRE SERVICE LINE
N
I J
M Q
U r
W
W � �
W Q.
W
mrn a
COORDINATE CONNECTION
a O
�� 3 m ^ WITH BUILDING PLUMBING
W+ M II m 44
W m io �p
+ O+ F Q'
m<"_'•u4 O Z= DOUBLE CHECK VALVE
4690.0 F 4690.0 _ ram-ASSEMBLY PER COB
SEE ARCHITECTURAL PLANS 20' 7 STANDARDS
SEE ARCHITECTURAL PLANS FOR WALL, FOOTING, MIN. NOTES:
FOR WAIL, FOOTING, AND FOUNDATION AND FOUNDATION ONLY FITTINGS ALLOWED BETWEEN
DETAILS AND LOCATIONS DETAILS AND LOCATIONS ; OS&Y VALVE FIRST OS&Y VALVE AND BACKFLOW
4685.0 4685.0 Wo ASSEMBLY TO BE 90'BEND.
�_ NO PRESSURE GAUGES OR
Z 1.0' MIN.
FINISHED PAVED 2.0' MAX. PRESSURE GAUGE FITTINGS WILL
BE ALLOWED ON THE TEST PORTS
PARKING LOT OF ANY BACKFLOW ASSEMBLY.
4680.0 BY OTHERS 4680.0 INTERIOR FLOOR
FLANGE TO BE THREADED ON
6.5' MIN. LEXISTING STANDPIPE, MJ TO FLANGE W
4675.0 COVER GRAND 4675.0 ADAPTORS NOT ACCEPTABLE p
3/4" MIN. REDI ROD, -
INSTALLED IN EVERY OTHER
MJ BOLT HOLE (TYP.) 6" DI 90'BEND, MJ W/MJR
MECHANICAL W/THRUST BLOCK PER COB
4670.0 4670.0 JOINT STD DWG 02660-13
90 LF
6" DI
CL 51
4665.0
N N OI N
OD Go m m
0 0 0 0 0 0 0 ELEVATION-FIRE SERVICE LINE RISER(NOT TO SCALE)
o pOp O o
O N O N
+ + + +
O O
r7 M
PROFILE VIEW-LOT 12-FIRE SERVICE LINE
:
N0. REVISIONS DRAWN BY DATE OHORIZONTA50SGALE FEET00 O VERTICAL SCALE FEET10 PROJECT 05-126 SHEET
GALLATIN CENTER - LOT 12 RECORD DATE: 11/07/O6 C3-3
FIRE SERVICE���LINE - STA, 30+00 TO 38+05 J�
- - PROJECT ENGINEER: DRAWN BY: BOZEMAN,MONTANA �RL 1 'Y Y �N GALLATIN CENTER LOT 12
- - DESIGNED BY: REVIEWED BY: LOT 12-FIRE SERVICE LINE