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Home My WebLink About007-C600 DetailsPAVEMENT SECTIONS CONSTRUCTION NOTES:1.CONCRETE CONTRACTION JOINT SPACING SHOULD NOT EXCEED 30 TIMES THETHICKNESS OF THE SLAB. PROVIDE SHOP DRAWING OF PROPOSED CONTRACTIONAND EXPANSION JOINT LOCATIONS FOR OWNER REVIEW AND APPROVAL PRIOR TOCONSTRUCTION.CONCRETE PAVEMENT5" CONCRETE PAVEMENTAT 95% COMPACTION4" ROAD BASEAT 95% COMPACTIONCOMPACT TOP 8"EXISTING SUBGRADEAT 95% COMPACTIONHEAVY DUTY ASPHALT CONCRETE 4 1/2" THICK ASPHALTAT 95% COMPACTION9" THICK BASE COURSEAT 95% COMPACTIONCOMPACT TOP 10"EXISTING SUBGRADEAT 95% COMPACTION ASPHALT CONCRETE 3 1/2" THICK ASPHALTAT 95% COMPACTION8" THICK BASE COURSEAT 95% COMPACTIONCOMPACT TOP 8"EXISTING SUBGRADEAT 95% COMPACTIONDUMPSTER APPROACH CONCRETE PAVEMENT6 1/2" CONCRETE PAVEMENTAT 95% COMPACTION4" ROAD BASEAT 95% COMPACTIONCOMPACT TOP 8"EXISTING SUBGRADEAT 95% COMPACTIONNOTES:ASPHALTPAVEMENTSIDEWALK(WHERE OCCURS)1-1/2" RADIUS2" RADIUS1:3 BATTER6"24"6"12"7"4" UNTREATEDBASE COURSE1/4" ASPHALT LIP1.PROVIDE CONTRACTION JOINTS AT 10' O.C AND FULL DEPTHEXPANSION JOINTS AT 60'' 0.C. MAX. AND AT CURVES, TANGENTS,AND CORNERS.2.INSTALL 2'-6" LONG TIE BARS ON 2'-6" CENTERS WHEN CURB ISADJACENT TO CONCRETE SIDEWALKS.3.USE (2) #6 TIE BARS 2'-6" LONG TO TIE NEW AND EXISTING CURBSTOGETHER.CURB & GUTTER, CATCH - A4" THICKROAD BASECOMPACTED95%7"12"R=1/4"R=1/4"6"R=3/4"R=3/4"7"6"1"6"1'-6"CURB & GUTTER, SPILL - A24"1"10"APWA CURB ANDGUTTER AS MODIFIEDR3/4"MIN. 8" UNTREATED BASECOURSE UNLESS MOREREQUIRED BY SOILSREPORT (TYP.)SUB-BASE AS SPECIFIED IN THECONSTRUCTION STANDARDS ANDSOILS REPORT (TYP.)BACKFILL BEHIND CURBBEFORE PAVING24" MODIFIED SPILL CURB AT RAMP DETAIL2% MAX24"1"10"APWA CURB ANDGUTTER AS MODIFIEDR3/4"MIN. 8" UNTREATED BASECOURSE UNLESS MOREREQUIRED BY SOILSREPORT (TYP.)SUB-BASE AS SPECIFIED IN THECONSTRUCTION STANDARDS ANDSOILS REPORT (TYP.)BACKFILL BEHIND CURBBEFORE PAVING24" MODIFIED CATCH CURB AT RAMP DETAIL5% MAXCURB & GUTTERN.T.S.C2MODIFIED CURB & GUTTER AT REMP N.T.S.F3N.T.S.A3FIXED BOLLARDN.T.S.A26"3'-6"4'-0"24"DOMED CONC. CAPPAVING/CONC. OR GRADECONC. FOOTING6" Ø STEEL PIPE FILLED SOLID W/CONC. PAINTED DARK BRONZE(UNLESS OTHERWISE SPECIFIED)N.T.S.(APWA DETAIL 211)3'-0" WATERWAY 15/16"1.5'1.5'9"3.0'4"REINFORCEMENT#4 @ 24" O.C.(4)#4 @ 12" O.C.BASE COURSE8"C3S = 0.0521SLOPE TOPSTORM WATER POLLUTION PREVENTION PLAN (SWPPP)USE THE SWPPP CGP TEMPLATE OR EQUAL FOUND ATHTTP://WWW.DEQ.UTAH.GOV/PERMITS/WATER/UPDES/STORMWATERCON.HTM OREQUIVALENT AS LONG AS IT MEETS THE CRITERIA SET BY THE UPDES CONSTRUCTIONGENERAL PERMIT (CGP) UTRC00000NOTICE OF INTENT (NOI) PROVIDE A COPY OF THE NOI YOU COMPLETED TO OBTAIN A UPDES COMMON PLANPERMIT UTRH00000. NOIs MAY BE COMPLETED ONLINE WITH THE STORM WATER PERMITISSUANCE SYSTEM ATHTTPS://SECURE.UTAH.GOV/ACCOUNT/LOG-IN.HTMLFOR PROJECTS LARGER THAN 1 ACRE & PROJECTS LESS THAN 1 ACRE ANDPART OF A COMMON PLAN OF DEVELOPMENT OR SALEDRAINAGE STUDY/REPORTWHERE REQUIRED BY STATE OR MUNICIPALITY THE DRAINAGE STUDY SHALL BEPROVIDED BY CONTRACTOR AND SHALL INCLUDE DOCUMENTATION OF HOW LOW-IMPACTDEVELOPMENT (LID) WILL BE IMPLEMENTED. IF LID CANNOT BE IMPLEMENTED DUE TO SITECHARACTERISTICS, DOCUMENTATION SHALL BE PROVIDED AS TO WHYPOST CONSTRUCTION STORM WATER MAINTENANCE AND PRESERVATIONPLAN:MAINTENANCE PLAN PROVIDES GUIDANCE TO THE OWNER OF A PROPERTY TO PERFORMAND DOCUMENT ANNUAL INSPECTIONS, MAINTENANCE, AND HOUSEKEEPING PRACTICES.THE PURPOSE OF THE MAINTENANCE PLAN IS TO MAINTAIN THE STORM WATER SYSTEMAND ASSOCIATED POST CONSTRUCTION BMPS TO PREVENT POLLUTION FROMDISCHARGING TO STORM DRAIN SYSTEM.NOTICE OF TERMINATION(NOT):WHEN A CONSTRUCTION SITE IS NEARING COMPLETION AND THE PERMITTEE IS DESIROUSOF TERMINATING THEIR PERMIT WITH THE STATE OF UTAH FOR DISCHARGING WATERASSOCIATED WITH CONSTRUCTION ACTIVITIES THE FOLLOWING STEPS SHOULD BETAKEN:1.THE CONTRACTOR’S SWPPP COORDINATOR FOR THE PROJECT SHOULD NOTIFY THECITY STORM WATER INSPECTOR THAT THEY ARE READY FOR FINAL INSPECTION.2.THE CITY STORM WATER INSPECTOR VISITS THE SITE TO DETERMINE IF THE SITE HASREACHED FINAL SABILIZATION AS DETERMINED BY THE UPDES STORM WATERGENERAL PERMIT FOR CONSTRUCTION ACTIVITIES, UTRC00000. THE CITY STORMWATER INSPECTOR ALSO CHECKS TO SEE IF ALL TEMPORARY BMP HAVE BEENREMOVED.3.IF THERE IS WORK STILL TO BE COMPLETED THEY ARE INCLUDED IN THE ADDITIONALCOMMENTS AND CORRECTIVE ACTIONS FOR SWPPP COMPLIANCE PORTION OF THESTATE’S UPDES STORM WATER INSPECTION EVALUATION FORM FOR SWPPPCOMPLIANCE (STATE’S INSPECTION FORM) AND PROVIDES A COPY FOR THE SWPPPCOORDINATOR.4.WHEN THE CITY STORM WATER INSPECTOR IS SATISFIED THAT ALL REQUIREMENTSHAVE BEEN MET, THE CITY STORM WATER INSPECTOR USES THE STATE’S INSPECTIONFORM AND COMPLETES THE NOTICE OF TERMINATION (NOT) INSPECTION SECTION OFTHAT FORM AND SENDS A COPY TO THE STATE FOR THEIR RECORDS. CONTRACTORTO VERIFY PERMIT CLOSURE OCCURS AND PROVIDE A COPY TO THE OWNER.5.THE CITY STORM WATER INSPECTOR OR DESIGNATED INDIVIDUAL THEN NEEDS TOLOG INTO THE STATE’S DATABASE AND CHANGE THE STATUS OF THE PERMIT FORTHE GIVEN PERMIT.6.ONCE THE STATE HAS RECEIVED CONFIRMATION THAT THE SITE MEETS ALL THEREQUIREMENTS THE NOT IS GRANTED.A6STORM WATER POLLUTION PREVENTION PERMIT PROGRAMCOMPLIANCECONTRACTOR IS REQUIRED TO PROVIDE ALL NECESSARY PORTIONS OF THE STORMWATER POLLUTION PREVENTION PERMITTING PROGRAM COMPLIANCE. THIS COMPLIANCEINCLUDES FEDERAL, STATE, AND LOCAL PERMITTING REQUIREMENTS. CONTRACTORSHALL BE RESPONSIBLE FOR ALL PERMIT FEES, INSPECTION FEES, AND EXPENSESASSOCIATED WITH THE PROGRAM COMPLIANCE. THE FOLLOWING ARE SUGGESTEDELEMENTS THAT ARE TRADITIONALLY INCORPORATED INTO A STORM WATERMANAGEMENT PERMIT AND PLAN. THESE ITEMS ARE NOT AN INCLUSIVE OR EXHAUSTIVELIST OF ALL ELEMENTS THAT MAY BE REQUIRED. CONTRACTOR SHALL DETERMINE THEEXTENTS OF PERMIT AND PROGRAM COMPLIANCE NEEDS. CONTRACTOR SHALL PROVIDEOWNER PROOF OF PERMITS AND PROGRAM COMPLIANCE PRIOR TO COMMENCEMENT. CONTRACTOR SHALL PROVIDE OWNER PROOF OF COMPLETION AND PERMIT CLOSUREPRIOR TO PROJECT CLOSE-OUT AND FINAL PAYMENT.STANDARD 6' TEE POSTORANGE SAFETY FENCE15' TYP.4' TYP.ORANGE SAFETY FENCED5TYP. FINISH GRADESCENARIOB5CONTRACTOR NOTE:1.TEMPORARY CONSTRUCTION FENCING SHALL CONSIST OFFURNISHING, ERECTING, MOVING AND REMOVING CHAIN LINKFENCING AND METAL GATES IN LOCATIONS AS SHOWN ON THEPLANS AND WHERE DIRECTED BY THE PROJECT MANAGER.2.WHEN THE CONTRACTOR’S OPERATIONS CREATE THE NEED FORTEMPORARY FENCING, PROVIDE AND INSTALL TEMPORARYFENCING AND ACCESSORIES UNTIL SUCH TIME THAT THEPERMANENT FENCE IS IN PLACE (OR UNTIL THE TEMPORARY FENCEIS NO LONGER REQUIRED). REMOVE THE TEMPORARY FENCINGAND ACCESSORIES FROM THE PROJECT SITE, WHEN DIRECTED BYTHE PROJECT MANAGER.3.THE CONTRACTOR SHALL PERFORM SUCH CLEARING ANDGRUBBING AS MAY BE NECESSARY TO CONSTRUCT THE FENCE TOTHE REQUIRED GRADE AND ALIGNMENT.4.AT LOCATIONS WHERE BREAKS IN A RUN OF FENCING AREREQUIRED, OR AT INTERACTIONS WITH EXISTING FENCES,APPROPRIATE ADJUSTMENTS IN POST SPACING SHALL BE MADE TOCONFORM TO THE REQUIREMENT FOR THE TYPE OF CLOSUREINDICATED.5.ANCHOR FENCING WITH SAND BAGS PLACED OVER THETEMPORARY FENCE STANDS. (2) SIXTY POUND SANDBAGS EVERY 14FEET MINIMUM OR MORE AS REQUIRED BY MANUFACTURE.6.NO DAMAGE SHALL OCCUR AS A RESULT OF TEMPORARY FENCING.6' MIN.N.T.S.LIMIT OF DISTURBANCE FENCE DETAILTEMPORARY JOB SAFETY & ACCESS BARRIER FENCEN.T.S.SWPPP PROCESS / CHECK LISTN.T.S.6/20/2023 4:33 PMC600-C603 Details 9521-3000.dwg #REVISION DESCRIPTION DATE 2733 EAST PARLEYS WAY, SUITE 300 C O R P O R A T I O N (801) 485-7770SALT LAKE CITY, UTAH 84109PROJECT #:DATE:DRAWN BY:SCALE:A B C D E F G 1234567891012345678910DETAILS BOZEMAN, MONTANAC0013011 MAX AVENUE AL'S SPORTING GOODS 9521-30006/20/2023H.C.NONEDETAILS06/20/2023ea)0"%fr*,