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Home My WebLink About1802824320012-10032013EROSION CONTROL FENCE DETAIL CAD FILE XISTING OUSE STEEP SLOPE RESTRICT DIS SILT FENCE TO BE CENTERED ON 'oN15.S CONTOURS BENCHMARK 0 MY. TOP NUT HYD ELEV = 917.25 ROTECT TREE - ESTRFCT DISTURBANCE Confirm property may be redeveloped prior to demolition. A demolition permit provides o assurance of permitted future es UGB Conditions of Demolition/Moving 4' construction fencing shall enclose existing basement perimeter and excavations with slopes steeper than 1:1. Attach fencing to minimum 5' posts buried I' and spaced at a maximum 10' on center. Enclose stockpiled soils with properly installed silt fencing. Property must be restored within thirty (30) days of building emolition/move - utilities abandoned at the property line with a permit, foundation demolished with a separate permit, debris removed, demolition excavation filled to match adjacent grade and seed or sod placed and maintained at disturbed areas OR a permit must be issued for a new structure within thirty (30) days of the building demolition/move. Mariner Professional Services Enol000dng Roo.° pol MO, Land end erhorrnoill P E12.2162573 F 651.215.7275 inmemminm-ms.com 2355 Fahlew Ammo S RosovNe, MN 55113 2 cc NST. ACCESS PAD \ OVER EXISTING DRWY \ IINIOIONNOVIOS BIlarrOMMOO e:. A6.• ufr.r.CCOSOMATIlloacrAnl. OISIV.V.0011-.04:41 r:O'''''''''''ST.'"'MFO4AIJO.1•10fonvOSECntarr-DRIOLI d Construu-tiori horNasTrivacs NAccEss PAD SILT STEEP z• SLOPE REQTwL - - RESTFUCT DISINRBAN 1. ,±) PROVIDE SAKE -DRAINAWAY-FROM SILT FENCE - ENCE TO BE CENTERED ON ()mufti o EXISTING HOUSE *00 HASE BENCHMARK TO''' 1 nsulation• TOP NUT HYD- ELEV = L 90TECTSZAliall ETAINING WALL P) Masonry Fireplace pnal \Atari Reinforcing .•1 Pre-backcill arnLng and Sheathing 1.1)1114M TUN...WM NrININDFINCEINE ORIVEALL POSTS INTO THE GROUND AT THE 11.1.5117E OF IIIE IRDICM ILA' a 1535F0 0 THE 5141 51001/014106 FENCE LK MO MO( FILL MOO PO= WV BE SPALIM UP TO HET A0.41770SUPPMIT 'RE EU= MIROVESII.T Fe. WI ER FINAL STAPADATIONISM4131 NOTES: HILLTOP LN TO BE FREE Oe° DEBRIS AND SWEPT VVHILE CONSTRUCTING DRIVEWAY 11-E=928.69 PROVIDE SWALE - DRAIN AWAY FROM Se FENCE ACCESS SLOPE REMAIN 15% OR YARD GRADING COM 'ffiNSTIE g%C/TETTIO'ICE DURING FINAL ST ONST. ACCESS PAD \ OVER EXISTING \ DRVVY 1•10 y-froP5MAN' n Eorw" PHASE 2 nort COMM 964 506056068 n STn>n• 991908119 rS-/ TIM EXISTING 11.11r) OVIAPL 060116.50 ACCESS PAO 955 06500160 110'.) gja.mpt. PAOLI. Or DILUXAOr 9,ug Lye, _ A 0601 12755008 X892.3 PROPOSED VICINITY MAP GENERAL EROSION CONTROL NOTES:. LIMORTANT: TIE CONTRACTOR SHALL SE RESPONSIBLE FOR ROAMING D1ESE NOTES PRIOR TO WORK COMMENCING. IN MODICA TO THE NOTES SHOW PDOMONAL PLANS, SPECIFICATIONS AND DETAILSAPPUCABLE TOTHL5 PROJECT. 111E CONFRACTOR SHALL REVIEW ALL AFPLICABLE REMSAND ADORES OWNERS REPRESENTATWE BEFORE BEGINNING CONSTRUCTION OPERATIONS. lYNCAL ADDITIONAL APPLICABLE DOCUMENTS MAY INCLUDE (NOT MAL ONLY): • NPOES PEPSIS • GRADING AND DRAINAGE RAN, LANDSCAPE SITE PIAN, PLANTING PUA DETAL SHEETS ETC • GEOTECHNICAL SOIL EVALUATION • GRADNG. UTIUTYAND PAVEMENT SPECIFICATIONS • MUNICLPAL WATER DISTRICT, STATE, FEDERAL AND REGUIATORY CONSTRUCTION PERMITS, STATUTES. RULES AMA ORDWANCES. IF THERE IS A DISCREPANCY REGARDING CONSTRUCTION REQUIREMENTS BETWEEN MULTIPLE AGENCIES, THE MORE STRINGENT REQUIR 1. THE CONTRACTOR LS CAUTIONED THAT 7FIE SU8SURFACE DIEM INFORMATION SHOWN ON THESE PLANS IS A UTILITY QUALITY LEVEL D. THIS QUO THEGUIDEUNES OF CVASCE38.02 TRIED 'STANDARD GUDELINES FOR THE COLLECTION AND DEPICDON OF Exis-nno SUBSURFACE unny DATA SHOWN ARE APPROXIMATE. CONTRACTOR ARDOR SUBCONTRACTORS SHALL DETERMINE TIE EXACT LOCATION OF ALL EMSTNG (MURES SEEM NOBRCADON CENTER (GOPHER STATE ONE FOR MINNESOTA AT 1196252-1196. THE CONTRACTOR ANO/OR SUBCONTRACTOR AGREES TORE FUL WHICH MIGHT BE OCCASIONED BY HIS OR HER FAILURE TO EXACTLY LOCATE AND PRESERVE ANY MAU. METRES (UNDERGROUND ANDOVERHI 2. THIS EROSION CONTROL PLAN REPRESENTS MINIMUM SUGGESTED SITE CONTROLS THAT ARE REQUIRED FOR THS PROJECT. CONT OTHER PLANS FOR REFERENCE AS TO ADD OR REPLACEADDMONAL SITE CONTROLS AS REQUIRED TO CONTROL CONSTRUCTION R TAKEALL PRECAUTIONS NECESSARY TO AVOID PROPERTY DAIMGE TO ADJACENT PROPERTIES DURING THE CONSTRUCTION PHASE 1MLI BE HELD SOLELY RESPONSIBLE FOR ANY DAMAGES OCCURRING TO THE AWACENT PROPERTIES DURING THE CONSTRUCTION 3. THE CONTRACTOR IS RECOMMENDED TO TRACK AU REVISIONS AND CHANGES TO THE EROSION CONTROL PLAN AND PLACE THIS PI SIGHT AT AU. TIMES. 1. THE CONTRACTOR SHOULD PROVIDE A STORMWATER POLLUTION PREVENTION PLAN (SWPPP) WHICH SHOULD INCLUDE THIS DRAWING (EROSION CONTROL PLAN), THE STANDARD DETAILS, 1HE RAN NARRATWESITEAND GRADING PUOS, ATTACHMI SPECIFICATIONS, PLUS ANDY CONSTRUCTION RELATED PERMITS (e.g. NP DES PERMIT, MUNICIPAL EROSION CONTROL PERMIT, WA' RULES, REQUIREMENTS AND STANDARDS)AND ALL SUBSEQUENT REPORTS AND RELATED DOCUMENTS. ADDITONAL DOCUMENTS RELATED TO SITEWORK AND EROSION CONTROL SHOULD BE ADDED TO THE SWPPP AND INCLUDED AS PART OF SWPPTA DOCUMEO S. THE SWPPP AND ALL OTHER SITEWORK EXCAVATING, GRADING OPERATIONS, ETC., RELATED DOCUMENTS MUST BE KEPT AT THE! 6. CONTRACTOR SHALL IMPLEMENT BEST MANAGEMENT PRACTICES (GNPS) AS SOON AS PRACTICABLE. THE CONTRACTOR SHALL OV THE BMPS AND EROSION PREVENTION FROM BEGINNING OF CONSTRUCTION AND UNTIL CCNSTRUCTION IS COMPLETED, IS APPROI TERMINATION (NOT) HAS BEEN FILED WITH THE EPA BY EITHER THE OWNER OR OPERATOR AS APPROVED ON PERMIT. ADDITONAL BY CONDMONS AT NO ADDMONAL COST TO OWNER THROUGHOUT ALL PHASES OF CONSTRUCTION. B. REFER TO THE NPDES PERMIT AND MUNICIPALTTY STANDARDS ANO SPECIFICATIONS REGARDING HANDLING OF DIE FOLLOWING: SOLID WASTE e.g. COLLECTED SEDIMENT, ASPHALT 6, CONCRETE MILLINGS, FLOATING DEBRIS, PAPER, FiASTIC, FABRIC, COAT DEMOLITION DEBRIS AA OTHER WASTES 14A7AR000S MATERIALS: e.g. OIL, GASOUNE, PAINTS ANY HAZARDOUS SUBSTANCES (AS DEFINED BY THE MUNICIPALITY, EPA, C INCLUDING SECONDARY CONTAINMENT, TO PREVENT SPILLS, LEAKS OR OTHER DISCHARGE RESTRICTED ACCESS TO STORAGE R. ALL STORM WATER POLLUTION PREVENTION MEASURES PRESENTED ON THIS PLAN, SHALL BE INMATED AS SOON AS PRACTIC,AE INCLUDES ROCK ENTRANCES, CONCRETE WASHING FACILMES, AND SERVICE AREAS. 10. IF TEMPORARY SEDIMENT BASINS ARE REQUIRED OR PLANNED, THE CONTRACTOR IS RECOMMENDED TO CONSULT WITH THE ENT FUNCTION. BASINS SHALL BE FULLY OPERATIONAL BEFCRESITEWORK COMMENC,ES. 11. DISTURBED PORTIONS OF THE SITE WHERE CONSTRUCTION ACTIVITY HAS STOPPED FOR A PERIOD OF SEVEN DAYS OR MORE 0 DOWNSTREAM AREAS SHOULD BE COVERED IN ACCORDANCE WITH THE NPDES PERMIT REQUIREMENTS OR THE MUNICIPALITY RI SOLELY RESPONSIBLE FOR DETERMINING THE PROPER COURSE OF ACTION FOR ETOSED SOIL IN AREAS WHERE CONSTRUCTIO 12 COMPACTORS OR SUBCONTRACTORS WILL BE RESPONSIBLE FOR REMOVING SEDIMENT FROM CONVEYANCES & FROM MAIM USED AS PERMANENT WATER QUALITY MANAGEMENT BASINS. OPERATION OF SEDIMENT BASINS USED FOR CONSTRUCTION MAI AND MUNICIPAL REQUIREMENTS AT NO ADDMONAL COST 10 THE OWNER. 13. ON-SITE OFF-SITE SOIL STOCKPILE AND BORROW AREAS SHALL BE PROJECTED FROM EROSION AND SEDIMENTATION THRUM BORROW AREA LOCATIONS SHALL BE NOTED ON THE SITE MAP AND PERMITTED IN ACCORDANCE WITH NPDES PERMIT REQUIRES AREAS AT NO ADDITIONAL COST TO THE OWNER 11. TEMPORARY SOIL STOCKPILES SHOULD HAVE SILT FENCE OR OTHER EFFECTIVE SEDIMENT CONTROLS & SHOULD NOT BE PLACE TO SURFACE WATERS, INCLUDING STORMWATER CONVEYANCES SUCH AS CURB GUTTER SYSTEMS OR CONDUITS DITCHES. 15. ADDMONAL INLET PROTECTION MEASURES SHALL REIN PLACE ON AU. INSTALLED INLETS UNTIL FINAL STABILIZATION IS REACHI INLET PROTECTION DEVICES SHALL BE PROPERLY SECURED AS TO PREVENT MOVEMENT BY SEDIMENT OR WATER INLET PRUE DOWNSTREAM CATCH BASINS WTTHIN 200' OF THE PROJECT SITE. CONTACT THE CITY Of EDINA ON USE OF ALLOWABLE CB MU 16. RECOMMENDED MINIMUM SITE INSPECTION REQUIREMENTS ALL MEASURES STATED ON TENS EROSION AND SEDIMENT CONTROL PLAN, AND IN THE STORM WATER POLLUTION PREVENTION IRANI CONDMON UNTIL PERMIT CONDITIONS ARE SATISFIED FOR A COMPLETED PHASE OFWORK OR FINAL STABILIZATION OF THE SITE PE MS PLAN MUST ROUTINELY INSPECT NE CONSTRUCTION ON SITE ONCE EVERY SEVEN DAYS DURWG ACTIVE CONSTRUCTION AND N GREATER THAN OS INCHES IN 24 HOURS. THE DESIGNATED PERSON SHOULD BE FAMILIAR WITH INSPECTION AND MAINTENANCE OF BE MEET THE 'TRAINING' REQUIREMENTS OF 111E NPDES PERMIT. THE CONTRACTOR SHALL VERIFY ALL APPUCABLE BMPS ARE COMM! AT A MINIMUM, THE LOG SHOULD MONITOR THE FOLLOIMNG EROSION AND SEDIMENTATION CONTROL MEASURES: ALL STORM DRAIN INLETS MID INLETS IMMEDIATELY DOWNSTREAM OF THE PROJECT LOCATION. • ALL SEEDED AREAS • SILT FENCES • VEHICLE TRACKING OF SEDIMENT FROM THE CONSTRUCTION SITE • THE TEMPORARY PARKING AND STORAGEAREAS • OUTLET STRUCTURES IN THE TEMPORARY AND PERMANENT SEDIMENTATION BASINS POTENTIAL SOURCES OF momuzEo SOILS AND DUST • WASHING AND CONSTRUC TIONVEHICLE SERVICE FACIUDES t"Ara mosh relnlo(cerrienl J;oulional) SILT FENCE MUST BE INSTALLED PRIOR TO DISTURBING VEGETATION Fabric anchorage IrenCh bao10111 whit) lanload natural sou Natural soN NOW: DePenciirig upon coliufalion. attach fabric to wire mesh with hog rioUs, Steel posts with tle wires, or wood posla with siapies_ Figure 6.3-2: TypiCeflflh1aJffl for rib fence I Ii Residential Temporary Rock Construction Entrance/Exit .4 6 Initial length -To front yard setback line after backflii 6" minimum thickness 112" to 3" Washed rock Non-woven geotextile drainage fabric under Failure to install the Construction Entrance before disturbing the site soils and/or failUre to maintain the Construction Entrance will result in Enforcement action by the C ty. SUPPLEMENTAL ESC AND STORM WATER NOTES: I. ELEVATION AND DATUM INFORMATION SUPPUED BY OTHERS. PLACETAENT OF NEW STRUCTURES SHOWN ON PLAN BASED ON INFORMATION SUPPLIED BY OTHERS. FOR FURTHER INFORMATION, CONTACT STONEWOOD, LLC. 2. CONTRACTOR IS RESPONSIBLE FOR SECUMNGACCESS FOR ANY WORK EXTENDING BEYOND THE PROPERTY BOUNDARY. 3. IF RESTORATION INFORMATION NOT SPECIFIED BY OWNER, GRASSED AREAS SHALL BE SEEDED IMTHIN 14 DAYS USING MNDOT SEED MIX 250 OR COVERED USING WOOD FIBER BLANKET OR MULCH. USE OF STRAW IS NOT AILOWED. 4. ALL STOCKPILES INCLUDING DEMOLITION DEMRS STOCKPILES SHALL BE LOCATED A MININUMOFS FEET OUTSIDE ANY SILT FENCE LOCATION. STOCKPILES SHALL NOT BE ALLOWED TO DRAIN TO HILLTOP RD. U. WOOD FIBER BLANKET IS RECOMMENDED FOR MOPES 4:1 OR STEEPER. 6. CONSTRUCTION ACCESS PAD SHALL BE MMNTAINED UNIX 'FINAL STABILIZATION' 7. ALL AREAS WHERE RETAINING WALLS 1MLL BE REMOVED OR INSTALLED SHALL NOT HAVE EXPOSED SOIL FDR MORE THM 7 DAYS. 8. CURB INLET PROTECTION SHALL BE PROVIDED TO THECA IMMEDIATELY DOWNSTREAM OF SITE LOCATED ALONG E SUNNYSLOPE ROAD. LEGEND CORO OUTODI 1710t/905it04 - SPOT LLEvornati • it:et:St - of runolf Now Menai or w Posl or stako q•- • • inch minimum 6 OrIoh minimum Engineering garb 7. BMPS AND CONTROLS SHALL CONFORM TO FEDERAL, STATE, OR LOCAL REQUIREMENTS OR MANUAL OP PRACTICE, AS APPLICABLE. CONTRACTOR SHALL IMPLEMENT ADDMONAL CONTROLS AS DIRECTED BY PERMITTING AGENCY OR OWNER. am. I 12' minimum wIdth ri Di/no 7/7' /2-g 3 qo rt,n1 ro,-roavo.ar DJ WORK VERIFIED ATP SCALE IN