|
MBMBMB934.64FFE934.87FFE934.94FFE934.50FFE14"12"12"20"124318"24"36"2165714131915161718XCXCXCXCXCXCXCXCXCXCXCXCXCXCXCXCW
<br />O
<br />O
<br />Dooo
<br />o
<br />A
<br />AAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAA A A A A A A
<br />A Aoooo262524934.92FFE942.74FFE942.95FFE925.83FFE925.79FFE934.14FFE944.90FFE2728313029323334353637COUNTY ROAD ESNELLIN
<br />G
<br />A
<br />V
<br />E
<br />N
<br />O
<br />R
<br />T
<br />H 934.64FFE2W
<br />O
<br />O
<br />Dooooo
<br />A A A
<br />oooo934.1434934.1FFEFFW
<br />O
<br />O
<br />Doooooooo
<br />o93 8938FFEFFEFEFFFEEFFEF21MBooo
<br />FFFF999ooo
<br />925.83953FFFFEF925.7999959FFEF3465725119151617A AA AAAA942.992FFEF931.90••932.20932.75932.58933.15933.15932.88932.61932.34932.57932.42933.65934.40934.40934.40933.68932.50930.50927.42924.42921.50918.50917.65••918.30••918.65918.50918.33918.26918.65921.20923.20925.17925.61931.42932.30932.60••933.49933.60933.95933.93933.77922.17922.17933.02933.50933.60932.40932.32932.40932.75933.50932.50932.50933.50932.75932.97932.95918.50919.50922.17926.42930.42931.42930.42930.42933.25933.46933.24934.00931.91934.15934.15934.40934.40933.341. THE SUBSURFACE UTILITY INFORMATION IN THIS PLAN IS UTILITY QUALITY LEVEL D. THIS QUALITY LEVEL WAS DETERMINEDACCORDING TO THE GUIDELINES OF CI/ASCE 38-2, ENTITLED STANDARD GUIDELINES FOR THE COLLECTION ANDDEPICTION OF EXISTING SUBSURFACE UTILITY DATA.2. THE CONTRACTOR SHALL FIELD VERIFY LOCATIONS AND ELEVATIONS OF EXISTING UTILITIES AND TOPOGRAPHIC FEATURESPRIOR TO COMMENCEMENT OF CONSTRUCTION ACTIVITY. THE CONTRACTOR SHALL NOTIFY THE ENGINEER OF ANYDISCREPANCIES OR VARIATIONS FROM THE PLANS.3. CONTRACTOR TO PROVIDE ALL WORK AND MATERIALS FOR GRADING, SUBSOIL CORRECTIONS (IMPORT/EXPORT),RETAINING WALLS, TOPSOIL, EROSION CONTROL AND OTHER RELATED ITEMS.4. SPOT ELEVATIONS REPRESENT FINISHED SURFACE GRADES, GUTTER/FLOW LINE, FACE OF BUILDING, OR EDGE OFPAVEMENT UNLESS OTHERWISE NOTED.5. CATCH BASINS AND MANHOLES IN PAVED AREAS SHALL BE SUMPED 0.04 FEET. ALL CATCH BASINS IN GUTTERS SHALL BESUMPED 0.16 FEET. RIM ELEVATIONS SHOWN ON PLANS DO NOT REFLECT SUMPED ELEVATIONS.6. ALL DISTURBED UNPAVED AREAS ARE TO RECEIVE MINIMUM OF 4 INCHES OF TOP SOIL AND SEED/MULCH OR SOD. THESEAREAS SHALL BE WATERED/MAINTAINED BY THE CONTRACTOR UNTIL VEGETATION IS ESTABLISHED. STRIP, STOCKPILE,AND REDISTRIBUTE EXISTING TOPSOIL, AS SUITABLE.7. FOR SITE RETAINING WALLS "TW" EQUALS SURFACE GRADE AT TOP FACE OF WALL (NOT TOP OF WALL), "GW" EQUALSSURFACE GRADE AT WALL GRADE TRANSITION, AND "BW" EQUALS SURFACE GRADE AT BOTTOM FACE OF WALL (NOTBOTTOM OF BURIED WALL COURSES).8. STREETS MUST BE CLEANED AND SWEPT WHENEVER TRACKING OF SEDIMENTS OCCURS AND BEFORE SITES ARE LEFT IDLEFOR WEEKENDS AND HOLIDAYS. A REGULAR SWEEPING SCHEDULE MUST BE ESTABLISHED.9. DUST SHALL BE ADEQUATELY CONTROLLED.10. ALL SLOPES 1:3 (V:H) OR GREATER REQUIRED TO RECEIVE SURFACE EROSION CONTROL WHETHER OR NOT IT IS INDICATEDON THE PLAN: MAINTAIN SHEET FLOW AND MINIMIZE RILLS AND/OR GULLIES.11. ALL STORM DRAINS AND INLETS MUST BE PROTECTED UNTIL ALL SOURCES OF POTENTIAL DISCHARGE ARE STABILIZED.12. TEMPORARY SOIL STOCKPILES MUST HAVE EFFECTIVE SEDIMENT CONTROL AND CAN NOT BE PLACED IN SURFACE WATERSOR STORM WATER CONVEYANCE SYSTEMS. TEMPORARY STOCKPILES WITHOUT SIGNIFICANT AMOUNT OF SILT, CLAY, ORORGANIC COMPOUNDS ARE EXEMPT EX: CLEAN AGGREGATE STOCK PILES, DEMOLITION CONCRETE STOCKPILES, SANDSTOCKPILES.13. FINAL STABILIZATION REQUIRES THAT ALL SOIL DISTURBING ACTIVITIES HAVE BEEN COMPLETED AND THAT DISTURBEDAREAS ARE STABILIZED BY A UNIFORM PERENNIAL VEGETATIVE COVER WITH 70% OF THE EXPECTED FINAL DENSITY, ANDTHAT ALL PERMANENT PAVEMENTS HAVE BEEN INSTALLED. ALL TEMPORARY BMP'S SHALL BE REMOVED, DITCHESSTABILIZED, AND SEDIMENT SHALL BE REMOVED FROM PERMANENT CONVEYANCES AND SEDIMENTATION BASINS INORDER TO RETURN THE POND/BASIN TO DESIGN CAPACITY.14. THE WATERSHED DISTRICT OR THE CITY MAY HAVE REQUIREMENTS FOR INSPECTIONS VERIFYING PROPER CONSTRUCTIONOF THE BEST MANAGMENT PRACTICES (BMP) - THE MORE RESTRICTIVE REQUIREMENT SHALL APPLY.15. SEE STORMWATER POLLUTION PREVENTION PLAN (SWPPP) NOTES AND DETAILS FOR ADDITIONAL EROSION CONTROLNOTES AND REQUIREMENTS. CONTRACTOR SHALL PROVIDE ALL REQUIRED EROSION CONTROL PERMITS/FEES,INSPECTORS, INSPECTIONS, AND DOCUMENTATION. PLAN REPRESENTS MINIMAL EROSION CONTROL, CONTRACTOR TOPROVIDE ADDITIONAL MEANS AND METHODS FOR THE PROJECT AS NECESSARY TO MAINTAIN COMPLIANCE.16. CONTRACTOR TO PROVIDE ALL SUBGRADE SOIL CORRECTIONS, INCLUDING REMOVAL OF SUBGRADE DEBRIS, FOR PROJECTIMPROVEMENTS SUCH AS BUILDING, PAVEMENT, UTILITY, RETAINING WALLS, AND OTHER RELATED ITEMS. REFER TO THERECOMMENDATIONS IN THE GEOTECHNICAL REPORT FOR ANY ADDITIONAL SITE PREPARATION INFORMATION ORREQUIREMENTS.17. IF GROUND WATER IS PRESENT IN THE EXCAVATION, OR IF THE EXPOSED SOILS ARE WET AND UNSTABLE, CONTACT THEOWNER OR ENGINEER FOR A RECOMMENDATION FROM THE GEOTECHNICAL ENGINEER.18. CONTRACTOR SHALL INSTALL ALL EROSION CONTROL MEASURES PRIOR TO COMMENCING GRADING ACTIVITIES AND SHALLMAINTAIN SAID MEASURES FOR DURATION OF CONSTRUCTION ACTIVITIES. UPON ESTABLISHMENT OF TURF, THECONTRACTOR SHALL REMOVE THE EROSION CONTROL MEASURES AND DISPOSE OF OFF SITE.19. CONTRACTOR TO PREVENT DIRT AND/OR DEBRIS FROM ENTERING STORM SEWER OR BEING TRANSPORTED OFF SITE IN ANUNCONTROLLED MANOR. CONTRACTOR TO VERIFY AT PROJECT CLOSEOUT THAT STORM SEWER SYSTEM IS CLEAR OFSEDIMENT AND/OR DEBRIS AND IS FULLY FUNCTIONAL.20. CONTRACTOR SHALL PROVIDE REQUIRED EROSION CONTROL MONITORING, PER REQUIREMENTS AND CERTIFICATION, TOINSPECT AND DOCUMENT ALL EROSION CONTROL MEASURES WEEKLY (EVERY 7 DAYS) AND AFTER EVERY 0.5 INCHRAINFALL EVENT, PER REQUIREMENTS. CONTRACTOR TO PROVIDE CORRECTIVE MEASURES IMMEDIATELY FOR ANYNON-COMPLIANCE OBSERVATIONS.21. ALL DISTURBED NON-PAVED AREAS SHALL RECEIVE TEMPORARY PROTECTION OR PERMANENT COVER WITHIN 14 DAYS OFDISTURBANCE OPERATIONS.22. WHEN TRAPPED SEDIMENT REACHES 1/3 OF THE HEIGHT OF SILT FENCE, IT SHALL BE REMOVED AND PROPERLY DISPOSEDOF BY THE CONTRACTOR.23. CATCH BASIN SEDIMENT FILTER SACKS SHALL BE CLEANED WHEN SEDIMENT REACHES 1/3 THE CAPACITY OF THE SACK.24. WHEN SEDIMENT IS TRACKED ON TO PAVED SURFACES, IT SHALL BE REMOVED WITHIN 24 HOURS OF DISCOVERY.25. ANY SEDIMENT FROM THE CONSTRUCTION SITE THAT ACCUMULATES ON OR OFF THE OWNER'S PROPERTY SHALL BEREMOVED BY THE CONTRACTOR AT HIS/HER EXPENSE. ANY DAMAGE THAT OCCURS FROM THE ACCUMULATED SEDIMENTOR FROM THE CONTRACTOR'S REMOVAL OF THE SEDIMENT, SHALL BE REPAIRED BY THE CONTRACTOR AT HIS/HEREXPENSE.26.ALL EXCAVATIONS MUST COMPLY WITH THE REQUIREMENTS OF OSHA 29 CFR, PART 1926, SUBPART P, EXCAVATIONS ANDTRENCHES. THIS DOCUMENT STATES THAT EXCAVATION SAFETY IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR.27. THE CONTRACTOR MUST COMPLY WITH THE REQUIREMENTS OF THE PROJECT SPECIFIC STORM WATER POLLUTIONPREVENTION PLAN. TEMPORARY STORMWATER IMPROVEMENTS SHALL BE PROVIDED UNTIL THE PERMANENTIMPROVEMENTS ARE ESTABLISHED. CONTRACTOR TO DESIGN AND SUBMIT ALL TEMPORARY STORMWATER ITEMS FORENGINEER APPROVAL.28. CONTRACTOR TO PROVIDE ALL SURVEY CONSTRUCTION STAKING.GRADING, DRAINAGE, AND EROSION CONTROL NOTESGRADING, DRAINAGE,& EROSION CONTROLPLANC3.0GRADING AND EROSION CONTROL LEGENDPROPERTY LINEPROPOSED CONTOURS (MAJOR)PROPOSED CONTOURS (MINOR)EXISTING CONTOURS (MAJOR)EXISTING CONTOURS (MINOR)PROPOSED SPOT ELEVATIONTC = TOP OF CURBGL = GUTTER LINE/BOTTOM OF CURBHP/LP = HIGH/LOW POINT = MATCH EXISTING, FIELD VERIFYBW/TW = FINISHED GRADE AT LOW/HIGH SIDE OF WALL (DOES NOT INCLUDE BURIED WALL OR CAP)EMERGENCY OVERFLOWPROPOSED SURFACE SLOPESODBIOLOGINLET PROTECTIONTEMPORARY ROCK CONSTRUCTION ENTRANCELIMITS OF DISTURBANCESHEETSHEET TITLEPROJECT INFODRAWN:DESIGNED:CHECKED:PROJECT NO:ISSUE RECORDSignature Name:Date: Lic. No.:C/O MARK AND TRACY LINDEMER3610 SNELLING AVENUE NARDEN HILLS, MN 55112651-633-9813CERTIFICATIONSignature Name:Date: Lic. No.:PREPARED FORLINDEY'S INCPROJECTNO. DATE DESCRIPTION 0 12-23-2022 CITY SUBMITTALLINDEY'S PRIME STEAKHOUSE -SITE IMPROVEMENTS3610 SNELLING AVE NARDEN HILLS, MN 55112PHONE: 651.633.981314411.00N. SCHAUFENBUELN. SCHAUFENBUELM. AARONXXXXX25721MICHAEL C. AARON3701 WAYZATA BOULEVARDSUITE 100MINNEAPOLIS, MN 55416-3791PH: 763-475-0010www.srfconsulting.com
|