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C3-3 SWPPP NOTESSWPPP NOTES UNIT QUANTITY 1. THE NATURE OF THIS PROJECT WILL CONSIST OF CONSTRUCTING A BUILDING, SURFACE 2 B. EXPOSED SOIL AREAS: ONCE EVERY 7 DAYS AND WITHIN 24 HOURS FOLLOWING A 0.5" EA PAVEMENTS, RETAINING WALL, UNDERGROUND RETENTION & DETENTION SYSTEMS, AND SILT FENCE (STANDARD)/TREE PROTECTION OVER 24 HOUR RAIN EVENT. 2,630 UTILITIES. SY C. STABILIZED AREAS: ONCE EVERY 7 DAYS 2. THE INTENDED SEQUENCING OF MAJOR CONSTRUCTION ACTIVITIES ARE AS FOLLOWS: 14 D. FROZEN GROUND: AS SOON AS RUNOFF OCCURS OR PRIOR TO RESUMING LF NA Lm" ZD CONSTRUCTION. 1. INSTALL VEHICLE TRACKING BMP ~ E. INSPECTION AND MAINTENANCE RECORDS MUST BE RETAINED FOR 3 YEARS AFTER FILING 2. INSTALL INLET PROTECTION OF THE NOTICE OF TERMINATION AND MUST INCLUDE: DATE AND TIME OF ACTION, NAME 3. INSTALL SILT FENCE AROUND SITE DO oM OF PERSON(S) CONDUCTING WORK, FINDING OF INSPECTIONS AND RECOMMENDATIONS 4. CLEAR AND GRUB SITE 6"MIN. FOR CORRECTIVE ACTION, DATE AND AMOUNT OF RAINFALL EVENTS GREATER THAN 0.5 5. STRIP AND STOCKPILE TOPSOIL MACHINE SLICE 8' - 12" DEPTH INCHES INA 24 HOUR PERIOD. 6. REMOVE PAVEMENTS AND UTILITIES Z -EN WT CMREIELY THRWCH A / /I 7. ROUGH GRADE SITE 5 FT. MIN. LENGTH STEEL POST GEOTEXTILE FABRIC Y/ 8. IMPORT CLEAN FILL FOR REPLACEMENT AND BALANCE 16. MINIMUM MAINTENANCE 9. INSTALL UTILITIES A. SILT FENCE TO BE REPAIRED, REPLACED, SUPPLEMENTED WHEN NONFUNCTIONAL, OR 1/3 10. INSTALL BUILDING FOUNDATIONS FULL; WITHIN 24 HOURS 11. INSTALL CURB AND GUTTER �� 12. INSTALL PAVEMENTS AND WALKS B. SEDIMENT BASINS DRAINED AND SEDIMENT REMOVED WHEN REACHES 1/2 STORAGE 13. FINAL GRADE SITE Z VOLUME. REMOVAL MUST BE COMPLETE WITHIN 72 HOURS OF DISCOVERY. 14. REMOVE ACCUMULATED SEDIMENT FROM STORMWATER SYSTEMS M C. SEDIMENT REMOVED FROM SURFACE WATERS WITHIN MSEVEN DAYS 15. SEED AND MULCH w D. CONSTRUCTION SITE EXITS INSPECTED, TRACKED SEDIMENT REMOVED WITH 24 HOURS. 16. WHEN ALL CONSTRUCTION ACTIVITY IS COMPLETE AND THE SITE IS STABILIZED, REMOVE SILT Minnesota Pa(sley Park QACa FENCE, INLET PROTECTION, AND RESEED ANY AREAS DISTURBED BY THE REMOVAL. SILT FENCE, PREASSEMBLED 1 2 E. PROVIDE COPIES OF EROSION INSPECTION RESULTS TO CITY ENGINEER FOR ALL EVENTS Landscape SLOPE GRADE MAX LENGTH GREATER THAN y" IN 24 HOURS 3. SITE DATA: Arboretum F. PERMITTEE MUST, AT A MINIMUM, INSPECT, MAINTAIN AND REPAIR ALL DISTURBED _ AREA OF DISTURBANCE: 4.201 AC NOTES: SURFACES AND ALL EROSION AND SEDIMENT CONTROL FACILITIES AND SOIL 10 - 20 % 25 FEET PRE -CONSTRUCTION IMPERVIOUS AREA: 0.007 AC FENCE PER MNDOT SPECS, SOURCE 2005 STABILIZATION MEASURES EVERY DAY WORK IS PERFORMED ON THE SITE AND AT LEAST Eden Prairi SEE SPECS. 2573 aE 3886. WEEKLY UNTIL LAND -DISTURBING ACTIVITY HAS CEASED. THEREAFTER, THE PERMITTEE LOCATION OF SILT FENCE POST -CONSTRUCTION IMPERVIOUS AREA: 2.509 AC 10 To Protect Area From Sheet Flow MUST PERFORM THESE RESPONSIBILITIES AT LEAST WEEKLY UNTIL VEGETATIVE COVER IS FOR SEDIMENT CONTROL OMaximum Contributing Area: 1 Acre ESTABLISHED. i Y GENERAL SOIL TYPE: SEE GEOTECHNICAL EVALUATION REPORT SLOPE T PROJECT SITE '0S 17. THE SWPPP, INCLUDING ALL CHANGES TO IT, AND INSPECTIONS AND MAINTENANCE RECORDS 4. THE LOCATION OF AREAS NOT TO BE DISTURBED MUST BE IDENTIFIED WITH FLAGS STAKES PRUNING DETAILS (Shigo Method) MUST BE KEPT AT THE SITE DURING CONSTRUCTION ACTIVITY BY THE PERMITTEE(S) WHO HAVE SIGNS, SILT FENCE, ETC. BEFORE CONSTRUCTION BEGINS. CITY OF OPERATIONAL CONTROL OF THE SITE. 5. ALL DISTURBED GROUND LEFT INACTIVE FOR SEVEN (7) OR MORE DAYS SHALL BE STABILIZED BY 18. OWNER MUST KEEP RECORDS OF ALL PERMITS REQUIRED FOR THE PROJECT, THE SWPPP, ALL MMSEN SEEDING OR SODDING (ONLY AVAILABLE PRIOR TO SEPTEMBER 15) OR BY MULCHING OR FENCE INSPECTIONS AND MAINTENANCE, PERMANENT OPERATION AND MAINTENANCE AGREEMENTS, .- COVERING OR OTHER EQUIVALENT CONTROL MEASURE. PLATE No.: 5300 AND REQUIRED CALCULATIONS FOR TEMPORARY AND PERMANENT STORM WATER Ly.r�n BIUII 1."TI FENCE. ORMY TIE RI MANAGEMENT SYSTEMS. THESE RECORDS MUST BE RETAINED FOR THREE YEARS AFTER FILING DRIP UNE NPDES NOTICE OF TERMINATION. 6. ON SLOPES 3:1 OR GREATER MAINTAIN SHEET FLOW AND MINIMIZE RILLS AND/OR GULLIES, Hazeltine National PR UMI3 PR­ SIGN SLOPE LENGTHS CAN NOT BE GREATER THAN 75 FEET. SWARY BACK SLOPE SIEEPNE53 ro A- TREZ L0.6 ENGNE`RER�Rr RWT DnxAGE, M ArPRavLD Br Golf Club 19. SWPPP MUST BE AMENDED WHEN: DENOTES SLOPES GREATER THAN 3:1. ALL 3:1 SLOPES TO BE STABILIZED WITH EROSION CONTROL BLANKET s A. THERE IS A CHANGE IN DESIGN, OPERATION, MAINTENANCE, WEATHER OR SEASONAL Chaska Town Course © CONDITIONS THAT HAS A SIGNIFICANT EFFECT ON DISCHARGE AIT( B. INSPECTIONS INDICATE THAT THE SWPPP IS NOT EFFECTIVE AND DISCHARGE IS EXCEEDING 7. ALL STORM DRAINS AND INLETS MUST BE PROTECTED UNTIL ALL SOURCES OF POTENTIAL WATER QUALITY STANDARDS. DISCHARGE ARE STABILIZED. Bluff Creek Golf Course C. THE BMP'S IN THE SWPPP ARE NOT CONTROLLING POLLUTANTS IN DISCHARGES OR IS NOT CONSISTENT WITH THE TERMS AND CONDITIONS OF THE PERMIT. 8. TEMPORARY SOIL STOCKPILES MUST HAVE EFFECTIVE SEDIMENT CONTROL AND CAN NOT BE z1a PLACED IN SURFACE WATERS OR STORM WATER CONVEYANCE SYSTEMS. TEMPORARY STOCKPILES WITHOUT SIGNIFICANT AMOUNT OF SILT, CLAY, OR ORGANIC COMPOUNDS ARE 19. CONCRETE WASHOUT AREA EXEPMT EX: CLEAN AGGREGATE STOCK PILES, DEMOLITION CONCRETE STOCKPILES, SAND A. CONTRACTOR TO PROVIDE PREFABRICATED CONCRETE WASH-OUT CONTAINER WITH RAIN STOCKPILES. PROTECTION PER PLAN. B. CONCRETE WASH-OUT TO BE IDENTIFIED WITH SIGNAGE STATING "CONCRETE WASHOUT 9. SEDIMENT LADEN WATER MUST BE DISCHARGED TO A SEDIMENTATION BASIN WHENEVER AREA DO NOT OVERFILL". POSSIBLE. IF NOT POSSIBLE, IT MUST BE TREATED WITH THE APPROPRIATE BMP'S. C. CONCRETE WASHOUT WATER NEEDS TO BE PUMPED WITHIN 24 HOURS OF STANDING WATER IN WASHOUT AREA. 10. SOLID WASTE MUST BE DISPOSED OF PROPERLY AND MUST COMPLY WITH MPCA DISPOSAL REQUIREMENTS. 20. IN THE EVENT OF ENCOUNTERING A WELL OR SPRING DURING CONSTRUCTION CONTRACTOR TO CEASE CONSTRUCTION ACTIVITY AND NOTIFY ENGINEER. 11. EXTERNAL WASHING OF CONSTRUCTION VEHICLES MUST BE LIMITED TO A DEFINED AREA OF THE SITE. RUNOFF MUST BE PROPERLY CONTAINED. 21. PIPE OUTLETS MUST BE PROVIDED WITH TEMPORARY OR PERMANENT ENERGY DISSIPATION WITHIN 24 HOURS AFTER CONNECTION TO A SURFACE WATER. 12. NO ENGINE DEGREASING IS ALLOWED ON SITE. 22. FINAL STABILIZATION 13. THE OWNER WHO SIGNS THE NPDES PERMIT APPLICATION IS A PERMITTEE AND IS RESPONSIBLE FINAL STABILIZATION REQUIRES THAT ALL SOIL DISTURBING ACVTIVITIES HAVE BEEN COMPLETED FOR COMPLIANCE WITH ALL TERMS AND CONDITIONS OF THE PERMIT. THE OPERATOR AND THAT DISTURBED AREAS ARE STABILIZED BY A UNIFORM PERENNIAL VEGETATIVE COVER (CONTRACTOR) WHO SIGNS THE NPDES PERMIT APPLICATION IS A PERMITTEE FOR PARTS II.B., WITH 70% OF THE EXPECTED FINAL DENSITY, AND THAT ALL PERMANENT PAVEMENTS HAVE BEEN PART II.C, PART II.B-F, PART V, PART IV AND APPLICABLE CONSTRUCTION ACTIVITY INSTALLED. ALL TEMPORARY BMP'S SHALL BE REMOVED, DITCHES STABILIZED, AND SEDIMENT REQUIREMENTS FOUND IN APPENDIX A, PART C. OF THE NPDES PERMIT AND IS JOINTLY SHALL BE REMOVED FROM PERMANENT CONVEYANCES AND SEDIMENTATION BASINS IN ORDER RESPONSIBLE WITH THE OWNER FOR COMPLIANCE WITH THOSE PORTIONS OF THE PERMIT. TO RETURN THE POND TO DESIGN CAPACITY. 14. TERMINATION OF COVERAGE-PERMITTEE(S) WISHING TO TERMINATE COVERAGE MUST SUBMIT A 23. RESPONSIBILITIES NOTICE OF TERMINATION (NOT) TO THE MPCA. ALL PERMITTEE(S) MUST SUBMIT A NOT WITHIN A. THE OWNER MUST IDENTIFY A PERSON WHO WILL OVERSEE THE SWPPP IMPLEMENTATION 30 DAYS AFTER ONE OR MORE OF THE FOLLOWING CONDITIONS HAVE BEEN MET: AND THE PERSON RESPONSIBLE FOR INSPECTION AND MAINTENANCE: CONTACT: A. FINAL STABILIZATION, PER NPDES PERMIT PART IV.G. HAS BEEN ACHIEVED ON ALL COMPANY: PORTIONS OF THE SITE FOR WHICH THE PERMITTEE IS RESPONSIBLE. PHONE: _ B. TRANSFER OF OWNERSHIP AS DESCRIBED IN THE PERMIT. 15. INSPECTIONS B. THE OWNER MUST IDENTIFY THE A PERSON WHO WILL BE RESPONSIBLE FOR LONG TERM A. INITIAL INSPECTION FOLLOWING SILT FENCE INSTALLATION BY CITY REPRESENTATIVE IS OPERATIONS AND MAINTENANCE OF THE PERMANENT STORMWATER MANAGEMENT REQUIRED. SYSTEM: ESTIMATED QUANTITIES DESCRIPTION UNIT QUANTITY TEMPORARY ROCK CONSTRUCTION ENTRANCE EA 2 PREFABRICATED CONCRETE WASHOUT EA 1 SILT FENCE (STANDARD)/TREE PROTECTION LF 2,630 EROSION CONTROL BLANKET SY 4,575 INLET PROTECTION EA 14 BIO -ROLL LF NA N 1 VERSIT OF MINNESOTA Trevor Gruys Design of Construction ,SWPPP (May 1 2020 ) IL CONTACT: COMPANY: PHONE: 24. THE WATERSHED DISTRICT OR THE CITY MAY HAVE REQUIREMENTS FOR INSPECTIONS OR AS -BUILT DRAWINGS VERIFYING PROPER CONSTRUCTION OF THE BMPS. SITE VICINITY MAP Shorewood Purgatory Park �.t'. CONSTRUCTION STORMWATER SPECIAL WATERS SEARCH MAP Construction Stormwater Special Waters Search Mnnesota PoIILIMn Control Agency $ -hllnnvRw i :hta Fwnd Special WaiBars 410 - I F yi�lul Park Features Selected: Clearl3uifer Clear - --I BIS C [ee k sas meinl Unit 07020012-q- .6 � -4wImpiArmerfls: Pslllet Blimmses�rrr�ents. F ShEFs f Bras,sesH��rr[: 7urbidlt: Tur 4- Legend Special Waters r i IMPCAListed Calcareous Fen UofN1 '.]I1S1SG7 Arborut(In DNR Listed Calcareous Fen • ,L,I ti ti ,Nilderness Area I-Asslssippl River T3 ad t" - II' En •, 5 FT. MIN. LENGTH STEEL POST 5 FT. MIN. LENGTH STEEL POST iii -4 Tn., iiNl. r; l•. Y F�nq 51 GEQTEXTILE FABRIC 36 WIDE - 412 (50 LB. TENSILE) LOCATED IN TOP 8" 08-03-18 (50 LB. TENSILE)FABRIC LOCATED IN TOP 8" ANCHORAGE TRENCH.BACKFILL ,s Q h tia CORRECT WT (IZAWNG BRANCH CGI.AR E.denbraak F` FLOW �h5 6' MIN. FLOW Lm" ZD Conservation II B LMNG BRMCX ~� NOW ~ Lake �w Area 0 Mlnnewashta DO oM C / 20 �m 6"MIN. Regional Park 117 r MACHINE SLICE 8' - 12" DEPTH CJ D '� Z -EN WT CMREIELY THRWCH A / /I SILT FENCE, MACHINE SLICED 1 2 2 SILT FENCE, HEAVY DUTY(M 5 FT. MIN. LENGTH STEEL POST GEOTEXTILE FABRIC Y/ AT 6 FT. MAX. SPACING 36" WIDE Bent Creek Golf Clut STAPLES FABRIC ANCHORAGE TRENCH. BACKFILL BRMCH COLLAR i WITH TAMPED NATURAL SOIL ti V) �� O Z FLOW � w r 'AMRey Ylew Rr. 0 Z PRUNING NOTES: Z SILT FENCE To BE PLACED M 6' F-1 w MIN. AND LENGTH CRITERIA BELOW Minnesota Pa(sley Park QACa SILT FENCE, PREASSEMBLED 1 2 VARA SLOPE Landscape SLOPE GRADE MAX LENGTH Chanhassen I51 T.13 _) Arboretum al m _ Qs NOTES: T6 10 - 20 % 25 FEET SILT FENCE PER MNDOT SPECS, SOURCE 2005 //�� 5 Eden Prairi SEE SPECS. 2573 aE 3886. LOCATION OF SILT FENCE Rice Marsh 10 To Protect Area From Sheet Flow FOR SEDIMENT CONTROL OMaximum Contributing Area: 1 Acre Lake Park i Y SLOPE T PROJECT SITE '0S SLOPE OUTSIDE of SMALL CONSTRUCTION LIMITS 910ULD gERglppp NOl 1XE PRUNING DETAILS (Shigo Method) Bearoath Golf io FOR PEREMITER CONTROL CITY OF & Country Club 0 ���{, MMSEN 41 FENCE REVISED: 3-12 .- DEPARTMENT PLATE No.: 5300 FILE NAME: G: \ENG\SPECS\5300 Ly.r�n BIUII 1."TI FENCE. ORMY TIE RI La ke DRIP UNE D -DI KT . 91WE RWNgNG MXERE RWT ZMES MLL BE gSNRBEO BY -NE SDPE RWNOING AS ­R­ BY 1HE ENGINEER. HiQ Hazeltine National PR UMI3 PR­ SIGN SWARY BACK SLOPE SIEEPNE53 ro A- TREZ L0.6 ENGNE`RER�Rr RWT DnxAGE, M ArPRavLD Br Golf Club LsKe�1� TM11E s FIv Chaska Town Course © AIT( Bluff Creek Golf Course z1a CONSTRUCTION STORMWATER SPECIAL WATERS SEARCH MAP Construction Stormwater Special Waters Search Mnnesota PoIILIMn Control Agency $ -hllnnvRw i :hta Fwnd Special WaiBars 410 - I F yi�lul Park Features Selected: Clearl3uifer Clear - --I BIS C [ee k sas meinl Unit 07020012-q- .6 � -4wImpiArmerfls: Pslllet Blimmses�rrr�ents. F ShEFs f Bras,sesH��rr[: 7urbidlt: Tur 4- Legend Special Waters r i IMPCAListed Calcareous Fen UofN1 '.]I1S1SG7 Arborut(In DNR Listed Calcareous Fen • ,L,I ti ti ,Nilderness Area I-Asslssippl River T3 ad t" - II' En •, 5 FT. MIN. LENGTH STEEL POST 5 FT. MIN. LENGTH STEEL POST AT 6 FT. MAX. SPACING -4 AT 6 FT. MAX. SPACING PLASTIC ZIP TIES GEQTEXTILE FABRIC 36 WIDE PLASTIC ZIP TIES GEQTEXTILE FABRIC 36 WIDE (50 LB. TENSILE) LOCATED IN TOP 8" 08-03-18 (50 LB. TENSILE)FABRIC LOCATED IN TOP 8" ANCHORAGE TRENCH.BACKFILL CITY SUBMITTAL TIRE COMPACTION ZONE CORRECT WT (IZAWNG BRANCH CGI.AR WITH TAMPED NATURAL SOIL Z F FLOW FLOW 6' MIN. FLOW Lm" ZD OEM BRMCX II B LMNG BRMCX ~� NOW ~ �w 0 DO oM C / 20 �m 6"MIN. I a� MACHINE SLICE 8' - 12" DEPTH CJ D '� Z -EN WT CMREIELY THRWCH A / /I SILT FENCE, MACHINE SLICED 1 2 2 SILT FENCE, HEAVY DUTY(M 5 FT. MIN. LENGTH STEEL POST GEOTEXTILE FABRIC Y/ AT 6 FT. MAX. SPACING 36" WIDE D I STAPLES FABRIC ANCHORAGE TRENCH. BACKFILL BRMCH COLLAR i WITH TAMPED NATURAL SOIL OPEN V) �� O Z FLOW � w r r Z PRUNING NOTES: Z SILT FENCE To BE PLACED M 6' ON CONTOUR. SEE SLOPE/GRADE w MIN. AND LENGTH CRITERIA BELOW SILT FENCE, PREASSEMBLED 1 2 VARA SLOPE SLOPE GRADE MAX LENGTH A HDMT OR ll]iG1H 6 MNN C 51ENS OR BRANCHES W LESS THAN 2% 100 FEET p00 CLDSE 2 - 5-% 75 FEET 5.."AVgD PRUNING OAKS IN APRIL. MAY. UJNE M J Lr. 5 -10% 50 FEET NOTES: 10 - 20 % 25 FEET SILT FENCE PER MNDOT SPECS, SOURCE 2005 //�� 5 GREATER THAN 20% 15 FEET SEE SPECS. 2573 aE 3886. LOCATION OF SILT FENCE 10 To Protect Area From Sheet Flow FOR SEDIMENT CONTROL OMaximum Contributing Area: 1 Acre IN DIAM WOU THEN T DIABEWN SHOULD BE WT SLOPE VAR) UESIRABLE SILT FENCE NEAR TOE OF 1' f SLOPE OUTSIDE of SMALL CONSTRUCTION LIMITS 910ULD gERglppp NOl 1XE PRUNING DETAILS (Shigo Method) LOCATION OF SILT FENCE FOR PEREMITER CONTROL CITY OF SILT MMSEN FENCE REVISED: 3-12 ENGINEERING DEPARTMENT PLATE No.: 5300 FILE NAME: G: \ENG\SPECS\5300 1."TI FENCE. ORMY TIE RI ANCHOR TRENCH (SEE DETAIL AND NOTES BELOW) OVERLAP END JOINTS MINIMUM OF 6" AND STAPLE OVERLAP AT 1.5' INTERVALS. I ♦� �/ ♦, ♦ >> ♦ STAGGER JOINTS UR q�cc�/o s ♦ . OF ♦� ♦� .♦I I � ♦ STAPLE PATTERN/DENSITY .♦� ��• SHALL FOLLOW s MANUFACTURERS OVERLAP LONGITUDINAL SPECIFICATIONS. JOINTS MINIMUM OF 6" ANCHOR TRENCH 1. DIG 6"X6" TRENCH 2. LAY BLANKETS IN TRENCH 3. STAPLE AT 1.5' INTERVALS 4. BACKFILL WITH NATURAL SOIL AND COMPACT. 5. BLANKET LENGTH SHALL NOT EXCEED 1 00'WITHOUT AN ANCHOR TRENCH NOTE: SLOPE SURFACE SHALL BE FREE OF ROCKS, SOIL CLUMPS, STICKS, VEHICLE IMPRINTS, AND GRASS. BLANKETS SHALL HAVE GOOD SOIL CONTACT. i■ LOUCKS EROSION CONTROL BLANKET LOUCKS PLATE NO. 3016 DRAWN 2/2016 loll N kia Pv�L\c 17- a- t 55 I xb ��e�u 8fv� ti I Ir01r(r�r� 6�,�'d 15 0 CL Ft ' OV Fri:.• •.� •� rr�, n 1"-2" CLEAN CRUSHED ROCK i 18" MINIMUM CUT OFF BERM TO MINIMIZE RUNOFF FROM SITE FILTER FABRIC NOTE: FILTER FABRIC SHALL BE PLACED UNDER ROCK TO STOP MUD MIGRATION THROUGH ROCK. Cfff OF ROCK CONSTRUCTION 5� ENTRANCE REVISED: 1-10 PLATE No.. ENGINEERING DEPARTMENT 5301 FILE NAME: G:\ENG\SPECS\5301 SEDIMENT TRAP MANUFACTURED BY WIMCO,LLC.SHAKOPEE, MN., ESS BROS., CORCORAN, MN. OR EQUAL SPECIFICATIONS AND STANDARDS DESIGN LOADS NSC MANUAL OF STEEL CONSTRUCTION. 9TH EDITION. ALLOWABLE AXLE WEIGHT LOAD N/A AWS STRUCTURAL WELDING CODE - STEEL. D1.1-94. SAFETY FACTOR N/A 29 CFR 1926 - OSHA SAFETY AND HEALTH STANDARDS WATER FLOW RATE (THROUGH TYPE FF FILTER) 0.707 CFS 0 3" HEAD MAXIMUM OVERFLOW RATE 5.94 CFS 0 15• HEAD MODEL#CG23 DEFLECTOR PLATE OVERFLOW 1 - CENTER OF FILTER ASSEMBLY T OVERFLOW 2 - TOP OF CURB BOX /-- 10" FILTER ASSEMBLY CURB > a Y CG -23 HIGH-FLOW HIGH-FLOW FABRIC NOTES: 1. CLEAN FILTER MEDIA AFTER EACH RAIN EVENT AND REPLACE IF FILTER IS CLOGGED WITH SEDIMENT. 2. REMOVE DEBRIS/SEDIMENT FROM RECEPTACLE AFTER EACH RAIN EVENT. �C�f�ff OppFLL��Ilii CATCH BASIN C�HlliiltLlSfi11 SEDIMENT TRAP REVISED: 1-10E NO.: FPT ENGINEERING DEPARTMENT 5302A FILE NAME: G:\ENG\SPECS\5302A xmEs 1..NiE M WMPACIION ON ROOT BYSRDIS 01AFIT OCCURS BY DRIWNG SD;T (Y') OIAx. HOIFS IN THE SqL ro A DEPTH fi A60 mmB'1. BEGIN 7 FROM 1HE TREE THUNK _NUE AT X INTERVALS IN WN MC PINGS WT M THE PROTECnM ROOT SYSTEM BRIDGE -E. VTBRAroRY ROW 2••WAIEFDNG aF ROOT DAMAGED TNEFS MU BE REQUIRED M MAINTNN ADEWATE BUT NOT EKCE59VE SOIL -RE ro A DEPTH OF 1W MTHIN TIE UNDISNRBED PgRTM 6 THE IMPACTED 11 --UNE. 3.""A S INCH LAYER OF W(D IDCHIP MULM . _ FA CC MAY BE BE USED IN lJ3a �111EROTDT SYSTEM -GE. 0.""MiEN DESIGNATED IN NE PLAN M MIEN DIRECTED BY THE ENGINEER ALL 1flEE fl001S Al 1HE WNSTRULTM UM175 SHALL BE WT CLEANLY ro THE MAXIMUM DEPTH ROOT SYSTEM BRIDGE AND VIBRATOROY PLOW NECE5 511 FOR ('1)NNBIRUCTONI MTx A NBRAIgIY PIOW qi OTiER AAR"% ROOT WT1FR PRIM ro ANY EXGVATM. ROOT ENDS EM>�0 Br Y CD M A*T A gAYAELLR OI F IAOJEA TT SIL BRAtlmOIL�TMLLREfRAOE, OR INSTALL RETAINING WALL I DESIGNAM IN THE PLAN M MIEN DIRECTED BY TIE TUNNEL MGINEER. m=m ZME 5.""IF CMSNUCTM 4£IIICLES MUST PARS 01ER RODT ZMES CDNGTRUCT ­TBYSIEM BRID(FS M S1ELL PLATE SJPPgFlEO M WOW TNBERS RACED RADIALLY M THE /ice �\ TREE TRUNK r I ( i - I TREE FRD1EC11M -ETREE N MIMR AT A.B' AHOVE 4WNM0 • MINIMUM gSTMCE FAOI FACE OF TREE 1NUNN -4 INCWRECT Wi (100 CLOSET IEWLM IN DISCMTNUW CAUDS ATM BRANCH BARK RIDGE 10 18 + 15 AFTER ME SEASdI 6 GROWN. 08-03-18 l 05-03-19 CITY SUBMITTAL CORRECT WT (IZAWNG BRANCH CGI.AR 111 II BUT NO SNB1,REmWLrnNG15NFANUgWS DWfi1NUT 99ff OEM BRMCX II B LMNG BRMCX B C AFTFA ONE SFAWM OF GROWRI. S S M PRUNING C / A I 1." "FRIST WT PART WAY T GH THE BRANCH AT POINT A. E E D '� Z -EN WT CMREIELY THRWCH A / /I ,{ r' J1� A D Y/ BRANCH FRM P NT B M A. xwaDw WT mox P T D I ^IF D IS HARD W FIND, DROP A BRMCH COLLAR i K BRIINIII OOIyM OPEN RLMB UHF VERTC M DORM MINT N. 1HE MGM KPRM-o-D SHOULD BE APIMAIEZY EWAL �� M X -FE. HARDWOODS SOME CC FIRS PRUNING NOTES: 1 ^LEIIYE IWUNM caLLAR (c ro D) ].:•DO NOT PWSH WT (e ro K) 3.•.Do NOT LEAP£ SNB54 (B ro A) DROP gtOroM PRUNING IB USED FYIR REDUONC TIE B +."BEST TWE M PRUNE IS LAZE TOO DORMANT SEASON M EARLY SPRING A HDMT OR ll]iG1H 6 MNN C 51ENS OR BRANCHES W COppECT RIUNINC WT p00 CLDSE T00 LONG SUJYTED 5.."AVgD PRUNING OAKS IN APRIL. MAY. UJNE M J Lr. CUTTING BAC% ro A LMCE LATERAL BRMM. / ""MME➢IAIELY PAINT OAK WOUNDS MADE IN APIRL MAY. JUNE OR JULY / Illllll //�� 5 Mal TATE% PLANT ITR SHEWC. DROP CROTCH OR CUTTING BACK IIID IN DIAM WOU THEN T DIABEWN SHOULD BE WT JUST BEYOND A LATERAL BUD IX1 J PRUNING SMALL BRANCHESIDMEDALTMWT 910ULD gERglppp NOl 1XE PRUNING DETAILS (Shigo Method) O N. AND MADE M A SJGHT ANCLP. SMIn-T 1REE3 NEM 1HE PROPOSED CMSINUCTON UMTS MLL BE IDENDRED IN THE PLM M BY 1HE ENGINEER MO PRESIXVED BY 1XE _AC - N"1.' 1."TI FENCE. ORMY TIE RI DRIP UNE D -DI KT . 91WE RWNgNG MXERE RWT ZMES MLL BE gSNRBEO BY -NE SDPE RWNOING AS ­R­ BY 1HE ENGINEER. CMSn 1HEE PR UMI3 PR­ SIGN SWARY BACK SLOPE SIEEPNE53 ro A- TREZ L0.6 ENGNE`RER�Rr RWT DnxAGE, M ArPRavLD Br 6 TM11E s 1EAIPDRARY FTNCE RMOM ._ Nq ALL R N0 NGG SEDIMENT TRAP MANUFACTURED BY WIMCO,LLC.SHAKOPEE, MN., ESS BROS., CORCORAN, MN. OR EQUAL SPECIFICATIONS AND STANDARDS DESIGN LOADS NSC MANUAL OF STEEL CONSTRUCTION. 9TH EDITION. ALLOWABLE AXLE WEIGHT LOAD N/A AWS STRUCTURAL WELDING CODE - STEEL. D1.1-94. SAFETY FACTOR N/A 29 CFR 1926 - OSHA SAFETY AND HEALTH STANDARDS WATER FLOW RATE (THROUGH TYPE FF FILTER) 0.707 CFS 0 3" HEAD MAXIMUM OVERFLOW RATE 5.94 CFS 0 15• HEAD MODEL#CG23 DEFLECTOR PLATE OVERFLOW 1 - CENTER OF FILTER ASSEMBLY T OVERFLOW 2 - TOP OF CURB BOX /-- 10" FILTER ASSEMBLY CURB > a Y CG -23 HIGH-FLOW HIGH-FLOW FABRIC NOTES: 1. CLEAN FILTER MEDIA AFTER EACH RAIN EVENT AND REPLACE IF FILTER IS CLOGGED WITH SEDIMENT. 2. REMOVE DEBRIS/SEDIMENT FROM RECEPTACLE AFTER EACH RAIN EVENT. �C�f�ff OppFLL��Ilii CATCH BASIN C�HlliiltLlSfi11 SEDIMENT TRAP REVISED: 1-10E NO.: FPT ENGINEERING DEPARTMENT 5302A FILE NAME: G:\ENG\SPECS\5302A xmEs 1..NiE M WMPACIION ON ROOT BYSRDIS 01AFIT OCCURS BY DRIWNG SD;T (Y') OIAx. HOIFS IN THE SqL ro A DEPTH fi A60 mmB'1. BEGIN 7 FROM 1HE TREE THUNK _NUE AT X INTERVALS IN WN MC PINGS WT M THE PROTECnM ROOT SYSTEM BRIDGE -E. VTBRAroRY ROW 2••WAIEFDNG aF ROOT DAMAGED TNEFS MU BE REQUIRED M MAINTNN ADEWATE BUT NOT EKCE59VE SOIL -RE ro A DEPTH OF 1W MTHIN TIE UNDISNRBED PgRTM 6 THE IMPACTED 11 --UNE. 3.""A S INCH LAYER OF W(D IDCHIP MULM . _ FA CC MAY BE BE USED IN lJ3a �111EROTDT SYSTEM -GE. 0.""MiEN DESIGNATED IN NE PLAN M MIEN DIRECTED BY THE ENGINEER ALL 1flEE fl001S Al 1HE WNSTRULTM UM175 SHALL BE WT CLEANLY ro THE MAXIMUM DEPTH ROOT SYSTEM BRIDGE AND VIBRATOROY PLOW NECE5 511 FOR ('1)NNBIRUCTONI MTx A NBRAIgIY PIOW qi OTiER AAR"% ROOT WT1FR PRIM ro ANY EXGVATM. ROOT ENDS EM>�0 Br Y CD M A*T A gAYAELLR OI F IAOJEA TT SIL BRAtlmOIL�TMLLREfRAOE, OR INSTALL RETAINING WALL I DESIGNAM IN THE PLAN M MIEN DIRECTED BY TIE TUNNEL MGINEER. m=m ZME 5.""IF CMSNUCTM 4£IIICLES MUST PARS 01ER RODT ZMES CDNGTRUCT ­TBYSIEM BRID(FS M S1ELL PLATE SJPPgFlEO M WOW TNBERS RACED RADIALLY M THE /ice �\ TREE TRUNK r I ( i - I TREE FRD1EC11M -ETREE N MIMR AT A.B' AHOVE 4WNM0 • MINIMUM gSTMCE FAOI FACE OF TREE 1NUNN -4 4 -1A 10 18 + 15 ` 'MIEN UT INSIALu S -E OCCUR UTILITY INSTALLATION TUNNEL IM TIIE ASD1 wnn°T'TM OCMI�RACRMIR °sx�ANL� BORE (TINNED) UNDEM1 1NEE 80015 THAT ME TO BE PRESERVED. THE =ITRACTM TU - AT A MINIMUM DEPTH DF 2{- BETDW 1HE pIWND SURFACE W1 IN MS ZME ROOT PROTECTION AND TRENCHING DETAILS Tn• P,o 1. Are• 11ER 1HE FENCW AREA SMDY LWM FILL rEMS11NC CRWND LE\EL SIGN SXPLL BE MHnE MIH BLACK LETTERING ATFACN SM uxcuMHACItu ("IH A wuat -1 uAAHO 1, S.wuY uMM M CMSNUC110N UNITS M 9'ECIFlFO. PRIM TO MY CMSNUC110N. IOPSgL IXCESSVE FILL MAY REWIRE INSTAWNG PERFORATED ro POST USING 1• LIXCM NOW SCREWS. PL AT LB' MEN PoSSBLE PLACE FENCE GS FFEF BATIND 1HE DRIP UNE MO TY RE�ECTIVELY FROM TIE BOTTM EDGE OF 1HE SCM. PIPE MIH AT LEAST ONE DAYUMIED END OPMING AS M PLACE PROIECTIM 9M5 ALMC FENCE AT 2q INTERVALS. AERAnM SYSTEM. SLOPE ROUNDING DETAIL TEMPORARY PROTECTION FENCE PLACEMENT DETAIL TREE PROTECTION SIGN DETAIL SANDY LOAM FILL DETAIL (NTIF ENGINEERING PLATE' REVISED: FILE NAME: G:\ENG\SPECS\5312 DEPARTMENT 5312 VEGETATION PROTECTION DETAIL am= ung interiors architecture 7001 France Avenue S, Suite 200, Edina, Minnesota 55435 952-893-9020 Fax 952-893-9299 www.bdhyoung.com Project Information CONTROL CONCEPTS 8077 CENTURY BLVD CHANHASSEN, MN LoUCKS PLANNING CIVIL ENGINEERING LAND SURVEYING LANDSCAPE ARCHITECTURE ENVIRONMENTAL 7200 Hemlock Lane, Suite 300 Maple Grove, MN 55369 763.424.5505 www.loucksinc.com LOUCKS PROJECT NO. 17516 I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. Trevor D. Gruys - PE Printed Name Signature 05/03/19 53706 Date Lic # Issue Record 06-15-18 CITY SUBMITTAL 06-19-18 WATERSHED SUBMITTAL 07-12-18 WATERSHED RESUBMITTAL 07-27-18 WATERSHED RESUBMITTAL 08-02-18 CITY RESUBMITTAL 08-03-18 GMP PRICING SET 05-03-19 CITY SUBMITTAL Z Sheet Title 0 SWPPP NOTES AND DETAILS Z 0 Sheet Information 0 LL Z Date � C3.3 LL 2019-05-03 ©200• BDH t Young $moo �f•n