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HomeMy WebLinkAbout005 EROSION AND SEDIMENT CONTROL PLANBT BT BT BT BT BT BT BT BTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBT BT BT BT BTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBT BT BTBTBTB T BT BTBT BT BTBTBTBTBTBTBTBTBTBTBT BT BT BT BT BT BT BT BT BT BT BTBTBTBTBTBTBTBTBTBT BT BT BT BTBTBT BT BT BT BT BT BT BT BT BT BT BT BT BT BTBTBTBTBTBTBTBTBTBTBTBTBTBT BT BTBTBTBTBTBT BT BT BT BT BT BT BT BT BT BT BT BT BT BT BTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTPARK 4 1.39 acs. PARK 2 0.34 acs. PARK 3 0.19 acs. BLOC K 1 BLOC K 2 BLOC K 3 BLOC K 4 BLOC K 6 BLOC K 7 BLOC K 8 BLOC K 5 PHAS E 5 PHAS E 1 PHAS E 2 PHAS E 2 PHAS E 4 PHAS E 3 PHAS E 1 PHAS E 4 35.55'71.43'56.01'71.99' 8W 8W8W8W8W8W 8W8W8W8W8W8W8W8W8W8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W8W8W8W8W8W8W8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W 8W 8W8W8W8W 8W8W8W8W8W8W 8W 8W 8W8W8W8W8W8W8W8W 8W 8W 8W 8W 8W 8W8W 8W8W8W8W8W8W8W8W8W8W8W8W8W12W 12W 12W 12W 12W 12W 12W 12W 12W 12W 8WDYH DYHDYH DYHDYHDYH DYHDYH DYH DYHDYH DYH DYHDYH8W8W 8W 8W 8W8W B B B B 8W 8W 8W8W8W 8W 8W 8W 8W 8W 8W 8W8W8W8W8WDYH DYH 8W 8W 8W 8W DYH 8W8W8WFIRE 8WW 8W8W8WB B B B B B B B B B B B B 8W 8WB B B DYH 8S8S8S8S8S8S8S8S8S8S8S8S8S 8S 8S 8S 8S 8S 8S8S8S8S8S8S8S8S8S8S8S8S8S8S8SS S S SS 8S 8S 8S 8S 8S 8S 8S8SSS SS S S S SS 8S8S8S8S 8S 8S 8S8S8S8S 8S8S8S 8S 8S 8S8S8S8S8SS S S S SS S S S S S 8SS S SS SS S 8S8S 8S 8S 8S 8S 8S 8S 8S 8SS S S S SS S S S S S S S S S S S S 8S8S8S8S8S8S8S8S8S8SS S SSS S S 8S 8S 8S8S8S8S8S 8S 8S 8S 8S 8S 8S 8S8S8S8S8S8SS S S 8SS S S 8S8S8SS S8S8S 8SS S S>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>SDSDSDSDSDD D >>>>>>>>>>>>>>>>>>>>>>>SDSDSDSDSDSDSDSDSDSD D > > >> >>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>D >>>>>> >>>>>>SDSD> >>>D D > > > >>>>>>>>>>>>>>>>>>>>D D D >>>>>>>>>>>>>>>>>>>>>>>>>> > >>>D D SDSDSDSDSDSDSDD D D SD SD SD SD SD SD SD SDD SDSDSDD D D D D D D > SD SD D SDD >>>> >>>>>>>>>>>>>>>>D D >>>>>>>>>>>D D D DBPBP S D D D D D D SSSSSSSSSSSSSS S S S S S S SS 8001874987.197CS 16014604983.863CS 16014744980.544CS 16014144996.248CS16014154996.781BO 8015624983.833CS 8015634983.677BO 5368709144983.833CS 5368709154983.677BO 8017665001.401WV8017675001.395WV 16014154996.781BO S700024991.746MHS-CL CO8003454980.389CO CO8003464982.113CO S8014435002.544MHS CO8015654970.969COCO5368709164970.969CO S S DD S S SD SD SDSSD SD SD D D SSSSSSSSSS WW W W W W W W W WWWWWWWWWWWS S S S S S S S SSSSSSSSSSW W W T W SOUTH 19TH AVE.WEST GRAF ST. BROOKDALE DR. ALDER CREEK DR.RICHLAND DRIVECANTER AVE.PROVIDENCE DRIVESOUTH 15TH AVE.SOUTHBRIDGE DR.SUMMER VIEW LNSPRING RIDGE DRMADRONA LNBROOKDALE DR ALDER CREEK DR XX X X MINO R S U B 235 ALDER C R E E K SUBDI V I S I O N P H - 5 PB J-4 7 9 ALLIS O N SUBDI V I S I O N COS 7 9 2 BLACKWOOD GROVES SUBDI V I S I O N PB J-417 LOT A MINOR S U B 2 3 5 A LOT 3 BLOCK 1 MINOR S U B 4 9 4 LOT 1 BLOCK 1 MINOR S U B 4 9 4 LOT 4 BLOCK 1 MINOR S U B 4 9 4 OPEN S P A C E ALDER C R E E K SUBD I V I S I O N P H - 5 PB J-4 7 9 LOT 7 BLOC K 1 4 ALDE R C R E E K SUBD I V I S I O N P H - 5 PB J-4 7 9 LOT 3 MINOR S U B 2 3 5 A LOT 1 BLOCK 4 SOUTH B R I D G E SUBD I V I S I O N PHAS E 1 PB J-5 0 7 LOT 1 BLOCK 5 SOUTH B R I D G E SUBD I V I S I O N PHAS E 1 A PB J-5 0 7 PUBL I C P A R K SOUT H B R I D G E SUBDI V I S I O N PHAS E 1 PB J-5 0 7 CAMBRIDGE DR.SFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFS88°58'29"W 1260.07' (M) N89°44'49"W 1300.07' (R)S0°17'01"E 1382.00' (M)S00°59'23"W 1330.03' (R)N89°05'06"E 437.90' (M) S89°38'12"E 437.91' (R) N89°05'06"E 358.48' (M) S89°38'12"E 358.48' (R) S46°05'07"E 75.80' (M) S44°48'25E 75.80' (R) N89°05'03"E 101.88' (M) S89°38'15"E 101.88' (R) N43°01'18"E 74.21' (M) N44°18'00"E 74.21' (R) N0°41'17"W 1170.06' (M) N00°35'25"E 1170.16' (R) N1°13'47"W 152.85' (M) N00°02'55"E 152.85' (R) R=347.11'(M) R=345.0 0'(R) L=157.51'(M) L=157.53'(R) Δ=25°59'55"(M) CB=N76°00'17"E (M) CH=156.16'(M) R=253.01'(M) R=25 5.00'(R) L=119.91'(M) L=119.88'(R) Δ =27°0 9'17"(M) CB=N7 6°23'38"E (M) CH=118.79'(M) EXISTING 30' R.O.W. GRAYHAWK WAYSTEELHEAD DRIVEPERDIGON WAY TRINITY WAYTIMBERS WAY SWIFTCURRENT WAYHENLEY WAYSPRINGDALE DRIVEDAWSON DRIVEPINEAIRE DRIVE EXISTING 30' PUBLIC STREET AND UTILITY EASEMENT 2023COPYRIGHT © MORRISON-MAIERLE, SHEET NUMBER PROJECT NUMBER DRAWING NUMBER DATEDESCRIPTIONNO.BY N:\5659\011 -YTI DEVELOPMENT\ACAD\SHEETS\2_MASTERSITEPLAN\5659.011 - C005 EROSION AND SEDIMENT CONTROL PLAN.DWGREVISIONS DRAWN BY: DSGN. BY: APPR. BY: DATE: Q.C. REVIEW DATE: BY: 2880 Technology Blvd West Bozeman, MT 59718 406.587.0721 www.m-m.net engineers surveyors planners scientists MorrisonMaierle VERIFY SCALE AND COLOR! THIS SHEET MAY BE REDUCED AND IS INTENDED TO BE IN COLOR. THE BAR BELOW WILL MEASURE ONE INCH AT ORIGINAL DESIGN SCALE AND RED, GREEN, AND BLUE WILL BE VISIBLE IFREPRODUCED CORRECTLY. MODIFY SCALE ACCORDINGLY! PLOTTED BY:LEE HAGEMAN ON Mar/21/2023 SOUTH RANGE CROSSING SUBDIVISION MASTER SITE PLANBOZEMAN MONTANA EROSION AND SEDIMENT CONTROL PLAN 5659.011 05 C005 RSP LRH MEE 03/15/2023 100 200501000 SCALE IN FEET 01/18/2023 LEGEND PROPOSED CONCRETE (4") CONSTRUCTION LIMITS SILT FENCE (REF DETAIL 3/C1205) AREA TO BE PAVED SF SF EXTERIOR DITCH PROPOSED CONCRETE (6") Know what's below. before you dig.Call R NOTES BY SYMBOL: INSTALL TRACKOUT CONTROL SYSTEM PER DETAIL 1 ON SHEET C1205 OR AS RECOMMENDED BY MANUFACTURER INSTALL CONCRETE WASHOUT FACILITY PER DETAIL 2 ON SHEET C1205 INSTALL SILT FENCE PER DETAIL 3 ON SHEET C1205 INSTALL TYPE "D" INLET PROTECTION PER DETAIL 4 ON SHEET C1205 EROSION & SEDIMENT CONTROL NOTES: 1.EROSION AND SEDIMENT CONTROL ON THIS PROJECT SHALL BE COMPLETED IN ACCORDANCE WITH THE CITY OF BOZEMAN'S BEST MANAGEMENT PRACTICE (BMP) MANUAL FOR CONSTRUCTION SITES. VERSION 3 - SEPTEMBER 1, 2016. 2.ALL REQUIRED PERIMETER SILT AND CONSTRUCTION FENCING SHALL BE INSTALLED PRIOR TO ANY LAND DISTURBING ACTIVITY (STOCKPILING, STRIPPING, GRADING, ETC). DURING THE CONSTRUCTION OF UNDERGROUND STORMWATER FACILITIES, ALL CONTRIBUTING INLETS SHALL BE PROTECTED WITH STRAW WATTLES OR FABRIC INLET-BAGS TO MITIGATE SEDIMENT ACCUMULATION. ALL OTHER REQUIRED EROSION CONTROL MEASURES SHALL BE INSTALLED AT THE APPROPRIATE TIME IN THE CONSTRUCTION SEQUENCE AS INDICATED IN THE APPROVED PROJECT SCHEDULE, CONSTRUCTION PLANS, AND STORMWATER MANAGEMENT PLAN. 3.AT ALL TIMES DURING CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR PREVENTING AND CONTROLLING ON-SITE EROSION INCLUDING KEEPING THE PROPERTY SUFFICIENTLY WATERED SO AS TO MINIMIZE WIND BLOWN SEDIMENT. THE CONTRACTOR SHALL ALSO BE RESPONSIBLE FOR INSTALLING AND MAINTAINING ALL EROSION CONTROL FACILITIES SHOWN HEREIN. 4.PRE-DISTURBANCE VEGETATION SHALL BE PROTECTED AND RETAINED WHEREVER POSSIBLE. REMOVAL OR DISTURBANCE OF EXISTING VEGETATION SHALL BE LIMITED TO THE AREA(S) REQUIRED FOR IMMEDIATE CONSTRUCTION OPERATIONS, AND FOR THE SHORTEST PRACTICAL PERIOD OF TIME. 5.CONDITIONS IN THE FIELD MAY WARRANT EROSION CONTROL MEASURES IN ADDITION TO WHAT IS SHOWN ON THESE PLANS. THE CONTRACTOR SHALL IMPLEMENT WHATEVER MEASURES ARE DETERMINED NECESSARY TO CONTROL ON-SITE EROSION. 6.ALL SOIL STOCKPILES SHALL BE PROTECTED FROM SEDIMENT TRANSPORT BY APPROPRIATE EROSION CONTROL METHODS. ANY SOIL STOCKPILE THAT WILL BE DORMANT FOR OVER THIRTY (30) DAYS SHALL BE SEEDED. 7.THE CONTRACTOR SHALL AT ALL TIMES TAKE WHATEVER MEASURES ARE NECESSARY TO ASSURE THE PROPER CONTAINMENT AND DISPOSAL OF POLLUTANTS ON THE SITE IN ACCORDANCE WITH ANY AND ALL APPLICABLE LOCAL, STATE, AND FEDERAL REGULATIONS. 8.THE CONTRACTOR SHALL IMMEDIATELY CLEAN UP ANY CONSTRUCTION MATERIALS INADVERTENTLY DEPOSITED ON EXISTING STREETS OR OTHER PUBLIC RIGHTS OF WAY, AND MAKE SURE STREETS ARE CLEANED AT THE END OF EACH WORKING DAY. OPTION #1TEMPORARY SPOILS LOCATION OPTION #4 TEMPORARYSPOILS LOCATION MINO R S U B 235 ALDER C R E E K SUBDI V I S I O N P H - 5 PB J-4 7 9 ALLIS O N SUBDI V I S I O N COS 7 9 2 BLACKWOOD GROVES SUBDIVISION PB J-417 LOT A MINOR S U B 2 3 5 A LOT 3 BLOCK 1 MINOR S U B 4 9 4 LOT 1 BLOCK 1 MINOR S U B 4 9 4 LOT 4 BLOC K 1 MINOR S U B 4 9 4 OPEN S P A C E ALDER C R E E K SUBD I V I S I O N P H - 5 PB J-4 7 9 LOT 7 BLOCK 1 4 ALDE R C R E E K SUBD I V I S I O N P H- 5 PB J-4 7 9 LOT 3 MINOR S U B 2 3 5 A LOT 1 BLOCK 4 SOUTH B R I D G E SUBD I V I S I O N PHAS E 1 PB J-5 0 7 LOT 1 BLOC K 5 SOUTH B R I D G E SUBD I V I S I O N PHAS E 1 PB J-5 0 7 PUBL I C P A R K SOUT H B R I D G E SUBDI V I S I O N PHASE 1 PB J-5 0 7 O.S. F BLACK W O O D G R O V E S SUBD I V I S I O N P H A S E 9 PB. J-7 1 4 TEMPORARY SANITARY FACILITY (ALL PHASES) TEMPORARY JOB SITE TRAILER (ALL PHASES) TEMPORARY JOB SITE DUMPSTER (ALL PHASES) MATERIALS STORAGE AND STAGING LOCATION (ALL PHASES) OPTION #5 TEMPORARY SPOILS LOCATION EXISTING PROPERTY BOUNDARY 1 2 3 4 4 4 4 4 4 1 1 4 2 3 3 4 4 4 4 EXISTING PROPERTY BOUNDARY (TYP.) 4 PROPOSED SURFACE POND (SIZE VARIES) PHASE BOUNDARY THIS ROUTE SHALL NOT BE USED BY HEAVYCONSTRUCTION TRAFFIC THIS ROUTE SHALL NOT BE USED BY HEAVYCONSTRUCTION TRAFFIC 3 3 3 OPTION #2 TEMPORARY SPOILS LOCATION OPTION #3 TEMPORARY SPOILS LOCATION 4 2 1 MASTER SITE PLAN MARCH 2023