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DATE DESCRIPTION
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GENERAL NOTES:-ALL IMPROVEMENTS SHALL BE PERFORMED IN ACCORDANCE WITH MONTANA PUBLIC WORKS STANDARD SPECIFICATIONS 6TH EDITION, APRIL, 2010,AND THE CITY OF BOZEMAN STANDARD MODIFICATIONS, DATED MARCH 31, 2011, INCLUDING ALL ADDENDUM.-UNLESS OTHERWISE SPECIFIED, ALL CONSTRUCTION LAYOUT AND STAKING SHALL BE PERFORMED UNDER THE RESPONSIBLE CHARGE OF A LANDSURVEYOR LICENSED IN THE STATE OF MONTANA AND BY A PARTY CHIEF OR ENGINEERING TECHNICIAN EXPERIENCED IN CONSTRUCTION LAYOUTAND STAKING TECHNIQUES AS ARE REQUIRED BY THE SPECIFIC TYPE OF WORK BEING PERFORMED.- THE CONTRACTOR SHALL MAKE NOTE THAT THIS PROJECT IS SUBJECT TO MONTANA DEPARTMENT OF ENVIRONMENTAL QUALITY STORM WATERGENERAL DISCHARGE PERMIT AUTHORIZATION. CONTRACTOR SHALL PAY THE APPLICATION FEE, THE FIRST ANNUAL FEE, AND ADDITIONAL ANNUALFEES NECESSARY UNTIL THE TERMINATION OF THE PERMIT HAS BEEN GRANTED BY THE MONTANA DEPARTMENT OF ENVIRONMENTAL QUALITY(MDEQ). CONTRACTOR IS RESPONSIBLE FOR SECURING AND ADMINISTERING THE PERMIT AND INSTALLATION AND MAINTENANCE OF THE EROSIONCONTROL STRUCTURES. ALL STORM WATER MANAGEMENT AND EROSION CONTROL FOR THIS PROJECT SHALL COMPLY WITH THE REQUIREMENTS SETFORTH IN THE GENERAL PERMIT FOR STORM WATER DISCHARGES ASSOCIATED WITH CONSTRUCTION ACTIVITY WHICH CAN BE OBTAINED FROMMDEQ AT:HTTP://WWW.DEQ.STATE.MT.US/WQINFO/MPDES/STORMWATERCONSTRUCTION.ASP- ALL SITE AND UTILITY WORK TO BE PERFORMED IN ACCORDANCE TO THE GEOTECHNICAL RECOMMENDATIONS PREPARED FOR THIS PROJECT,WHICH ARE INCLUDED IN THE PROJECT SPECIFICATIONS.- THIS PROJECT WILL REQUIRE DEWATERING WHICH SHALL BE INCLUDED AS INCIDENTAL TO BID ITEMS REQUIRING DEWATERING. THE CONTRACTORIS RESPONSIBLE FOR OBTAINING AND IMPLEMENTING THE PERMIT FROM THE MONTANA DEPARTMENT OF ENVIRONMENTAL QUALITY
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4
PHASE A - PUBLIC & PRIVATE ON-SITE IMPROVEMENTS
,CON$3$RT0(NTHO0(6$T)(R*86ON)$R0
BOZEMAN, MONTANA
UTILITY ALIGNMENT D STA.-0+50 TO 11+00 PLAN AND PROFILE
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1
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5
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5
PHASE A - PUBLIC & PRIVATE ON-SITE IMPROVEMENTS
,CON$3$RT0(NTHO0(6$T)(R*86ON)$R0
BOZEMAN, MONTANA
UTILITY ALIGNMENT B STA. -0+50 TO 5+50 PLAN AND PROFILE
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C
5
.
6
PHASE A - PUBLIC & PRIVATE ON-SITE IMPROVEMENTS
,CON$3$RT0(NTHO0(6$T)(R*86ON)$R0
BOZEMAN, MONTANA
UTILITY ALIGNMENT C STA. -0+50 TO 6+00 PLAN AND PROFILE
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8
PHASE A - PUBLIC & PRIVATE ON-SITE IMPROVEMENTS
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NOTE:-EXISTING UNDERGROUND INSTALLATIONS & PRIVATE UTILITIES SHOWN ARE INDICATED ACCORDING TO THE BEST INFORMATION AVAILABLE TO THEENGINEER. THE ENGINEER DOES NOT GUARANTEE THE ACCURACY OF SUCH INFORMATION. SERVICE LINES (WATER, POWER, GAS, STORM, SEWER,TELEPHONE & TELEVISION) MAY NOT BE STRAIGHT LINES OR AS INDICATED ON THE PLANS. STATE LAW REQUIRES CONTRACTOR TO CALL ALL UTILITYCOMPANIES BEFORE EXCAVATION FOR EXACT LOCATIONS.-ALL IMPROVEMENTS SHALL BE PERFORMED IN ACCORDANCE WITH MONTANA PUBLIC WORKS STANDARD SPECIFICATIONS 6TH EDITION, APRIL, 2010,AND THE CITY OF BOZEMAN STANDARD MODIFICATIONS, DATED MARCH 31, 2011, INCLUDING ALL ADDENDUM.-UNLESS OTHERWISE SPECIFIED, ALL CONSTRUCTION LAYOUT AND STAKING SHALL BE PERFORMED UNDER THE RESPONSIBLE CHARGE OF A LANDSURVEYOR LICENSED IN THE STATE OF MONTANA AND BY A PARTY CHIEF OR ENGINEERING TECHNICIAN EXPERIENCED IN CONSTRUCTION LAYOUT ANDSTAKING TECHNIQUES AS ARE REQUIRED BY THE SPECIFIC TYPE OF WORK BEING PERFORMED.STAFFORD AND WEST BABCOCK ENLARG
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PHASE A - PUBLIC & PRIVATE ON-SITE IMPROVEMENTS
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DATE:
PROJECT #:
DRAWN:
CHECKED:
THIS DRAWING HAS BEEN PREPARED BASED ON INFORMATION PROVIDED TO ADS UNDER THE DIRECTION OF THE SITE DESIGN ENGINEER OR OTHER PROJECT REPRESENTATIVE. THE SITE DESIGN ENGINEER SHALL REVIEW THIS DRAWING PRIOR TO CONSTRUCTION. IT IS THE ULTIMATE
RESPONSIBILITY OF THE SITE DESIGN ENGINEER TO ENSURE THAT THE PRODUCT(S) DEPICTED AND ALL ASSOCIATED DETAILS MEET ALL APPLICABLE LAWS, REGULATIONS, AND PROJECT REQUIREMENTS.
4640 TRUEMAN BLVD
HILLIARD, OH 43026
1-800-733-7473ADVANCED DRAINAGE SYSTEMS, INC.
REV DRW CHK DESCRIPTION ISOLATOR ROW DETAILS
SC-310
03/08/17 JLM
1
1
INSPECTION & MAINTENANCESTEP 1)INSPECT ISOLATOR ROW FOR SEDIMENTA.INSPECTION PORTS (IF PRESENT)A.1.REMOVE/OPEN LID ON NYLOPLAST INLINE DRAINA.2.REMOVE AND CLEAN FLEXSTORM FILTER IF INSTALLEDA.3.USING A FLASHLIGHT AND STADIA ROD, MEASURE DEPTH OF SEDIMENT AND RECORD ON MAINTENANC
E
L
O
G
A.4.LOWER A CAMERA INTO ISOLATOR ROW FOR VISUAL INSPECTION OF SEDIMENT LEVELS (OPTIONAL)A.5.IF SEDIMENT IS AT, OR ABOVE, 3" (80 mm) PROCEED TO STEP 2. IF NOT, PROCEED TO STEP 3.B.ALL ISOLATOR ROWSB.1.REMOVE COVER FROM STRUCTURE AT UPSTREAM END OF ISOLATOR ROWB.2.USING A FLASHLIGHT, INSPECT DOWN THE ISOLATOR ROW THROUGH OUTLET PIPEi)MIRRORS ON POLES OR CAMERAS MAY BE USED TO AVOID A CONFINED SPACE ENTRYii)FOLLOW OSHA REGULATIONS FOR CONFINED SPACE ENTRY IF ENTERING MANHOLEB.3.IF SEDIMENT IS AT, OR ABOVE, 3" (80 mm) PROCEED TO STEP 2. IF NOT, PROCEED TO STEP 3.STEP 2)CLEAN OUT ISOLATOR ROW USING THE JETVAC PROCESSA.A FIXED CULVERT CLEANING NOZZLE WITH REAR FACING SPREAD OF 45" (1.1 m) OR MORE IS PREFERREDB.APPLY MULTIPLE PASSES OF JETVAC UNTIL BACKFLUSH WATER IS CLEANC.VACUUM STRUCTURE SUMP AS REQUIREDSTEP 3)REPLACE ALL COVERS, GRATES, FILTERS, AND LIDS; RECORD OBSERVATIONS AND ACTIONS.STEP 4)INSPECT AND CLEAN BASINS AND MANHOLES UPSTREAM OF THE STORMTECH SYSTEM.NOTES1.INSPECT EVERY 6 MONTHS DURING THE FIRST YEAR OF OPERATION. ADJUST THE INSPECTION INTERVAL BASED ON PR
E
V
I
O
U
S
OBSERVATIONS OF SEDIMENT ACCUMULATION AND HIGH WATER ELEVATIONS.2.CONDUCT JETTING AND VACTORING ANNUALLY OR WHEN INSPECTION SHOWS THAT MAINTENANCE IS NECESSARY.SUMP DEPTH TBD BYSITE DESIGN ENGINEER(24" [600 mm] MIN RECOMMENDED)12" (300 mm) HDPE A
C
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USE FACTORY PRE-F
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PART #: SC310EPE12
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C
8
.
3
PHASE A - PUBLIC & PRIVATE ON-SITE IMPROVEMENTS
,C21$3$570(17+20(6$7)(5*8621)$50
BOZEMAN, MONTANA
PUBLIC STORM DETAILS
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V:\17007_Spring_Creek_Village_Resort_Braxton_Apts\CADD_C3D\PRODUCTION_DWG\AS-BUILTS\17007_02_DETAILS AB.dwg, C8.3, 5/12/2020 3:21:09 PM, tpirtz, 1:1
C
9
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1
PHASE A - PUBLIC & PRIVATE ON-SITE IMPROVEMENTS
,C21$3$570(17+20(6$7)(5*8621)$50
BOZEMAN, MONTANA
FIRE SERVICE LINE DETAILS AND PROFILE
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C
9
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2
PHASE A - PUBLIC & PRIVATE ON-SITE IMPROVEMENTS
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9
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3
PHASE A - PUBLIC & PRIVATE ON-SITE IMPROVEMENTS
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9
.
4
PHASE A - PUBLIC & PRIVATE ON-SITE IMPROVEMENTS
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C
9
.
5
PHASE A - PUBLIC & PRIVATE ON-SITE IMPROVEMENTS
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