HomeMy WebLinkAbout2018-05-09 Civil WS Submittal Rcd from Kevin Hanson Julie Hultman
From: Kevin Hanson <khanson@ramaker.com>
Sent: Wednesday, May 9, 2018 3:01 PM
To: Scott Richards; Julie Hultman
Cc: Eric Johnson; Kirk Schultz (kirk@mhgmn.com)
Subject: Holiday Inn Express - Civil/Stormwater Information
Attachments: Attachments.html
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33945 Civil WS Submittal_2018-05-09.pdf ! `ter
33945 Storm Water Management Plan_201...-08.pdf
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Scott &Julie— I am sending you a link to download the stormwater and civil information you have been waiting for. This
was also submitted to Browns Creek Watershed District today. Let me know if you have any questions.
Kevin Hanson
320-220 2 .;.
Named 2017 usine s of the Year by the Sauk Prairie Chamber of Commerce!
rucar e have a tree, avoid printing this e-mail unless. absolutely necessary,.
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939940WVSTATE HWY 366" PVC CLEANOUTTOP=939.5INV = UNKNOWN10" PVCINV = 938.6018" HDPEINV = 933.90OUTLET STRUCTUREGRATE RIM = 936.60TOP 10" PVC (TRASH GUARD) = 936.206X6 HOLE IN STRUCTURE = 934.40INV 12" HDPE = 933.60BOTTOM STRUCTURE = 933.2012" HDPEINV = 931.1030" RCPINV = 929.708" PVC SANITARY LINESAN MHRIM = 941.40INV = 926.90233 LF 8" PVC SANITARY LINESAN MHRIM = 944.50INV = 928.00PROJECT BENCHMARK:HYDRANT TOP NUTELEV = 947.17GAS TANKMEMORIAL AVENUE N.APPROXIMATE 10' LF 6" PVC SEWER STUB(PER CITY OF OAK PARK HEIGHTS AS-BUILT DRAWINGS)CONTRACTOR TO VERIFY SIZE, LOCATION, AND DEPTHAPPROXIMATE 75' LF 6" DIP WATER STUB(PER CITY OF OAK PARK HEIGHTS AS-BUILT DRAWINGS)CONTRACTOR TO VERIFY SIZE, LOCATION, AND DEPTHEXISTING SANITARY AND WATERSERVICE TO BE REROUTED.DESIGN OF NEW LINES TO BEPROVIDED BY CITY.EXISTING TREE IN DETENTIONPOND TO BE REMOVEDPORTION OF RIP RAP TO BE REMOVED ASNECESSARY FOR CONSTRUCTION ANDGRADING.CONTRACTOR TO ENSURE RIP RAP REMAINSSTABILIZED THROUGHOUT CONSTRUCTIONThis document contains confidential or proprietary information of Ramaker & Associates, Inc. Neither this document nor the information herein is to be reproduced, distributed, used or disclosed either in whole or in part except as authorized by Ramaker and Associates, Inc.Certification & Seal:SHEETNUMBERPROJECTNUMBERISSUEPHASE:DATEISSUED:MARK DATE DESCRIPTION30'060'15'11" x 17"22" x 34"- 1" = 60'- 1" = 30'SHEET TITLE:PROJECT TITLE:PROJECT OWNER:PROJECT LOCATION:C:\Users\ekaul\appdata\local\temp\AcPublish_8812\33945 - C100.dwg Printed by: ekaul on May 09, 2018 - 1:49pm Copyright - Ramaker & Associates, Inc. - All Rights ReservedDRAWN BY:CHECKED BY:C 2018
339454-STORY, 93UNIT HOLIDAYINN EXPRESS &SUITESMADISONHOSPITALITY GROUPOAK PARK HEIGHTS,MINNESOTAWATERSHED SUBMITTAL05-08-201842202JAMES R. SKOWRONSKITyped or Printed Name:Registration Number:Signature:Date:I hereby certify that this plan, specification, or report was preparedby me or under my direct supervision and that I am a duly LicensedProfessional Engineer under the laws of the state of Minnesota. 5/09/2018C100EXISTINGCONDITIONS &DEMOLITION PLANKAH TAT REFERENCES1.SITE TOPOGRAPHIC SURVEY PROVIDED BY OTHERS.2.TOPOGRAPHIC SURVEY IS FOR THE DESIGN OF CIVIL/SITE IMPROVEMENTS - THESEDOCUMENTS ARE NOT A BOUNDARY SURVEY.3.ELEVATION CONTOURS ARE IN 1 FOOT INTERVALS.4.EXISTING UTILITIES ARE SHOWN AS MARKED BY GOPHER STATE ONE LOCATORS.GENERAL NOTES1.PROMPTLY INFORM THE ENGINEER OF ANY ERROR OR DISCREPANCYDISCOVERED IN THESE DRAWINGS OR SPECIFICATIONS OR CONFLICTSBETWEEN THE DRAWINGS AND SPECIFICATIONS IN ORDER THATADJUSTMENTS CAN BE MADE.2.THIS PROPERTY IS SUBJECT TO ANY AND ALL EASEMENTS AND/ORRIGHT-OF-WAYS ASSOCIATED WITH UTILITIES, ROADS, DRAINAGE AREAS,ETC. SHOWN OR OTHERWISE.3.THE USE OF EXPLOSIVES AS A DEMOLITION METHOD WILL NOT BEPERMITTED.4.ALL DEMOLITION DEBRIS, INCLUDING THAT FROM CLEARING ACTIVITIES TOBE DISPOSED OF OFF SITE SHALL BE IN ACCORDANCE WITH STATE ANDLOCAL REGULATIONS.5.CONTRACTOR TO REPAIR/REPLACE ANY PORTIONS OF EXISTING PAVEMENTDAMAGED BY CONSTRUCTION ACTIVITIES AT NO ADDITIONAL COST TOOWNER.6.IF SEPTIC TANK OR OTHER UNDERGROUND TANKS OR UTILITIES AREENCOUNTERED, NOTIFY ENGINEER OR OWNER, BEFORE REMOVAL.COMPLETELY REMOVE TANKS AND DISPOSE OFF SITE AND PROPERLYDISCONNECT AND SEAL ALL UTILITIES.7.A CONCERTED EFFORT TO LOCATE ALL EXISTING UTILITIES WAS MADE,HOWEVER, SOME EXISTING UTILITIES MAY NOT BE SHOWN. CONTRACTORSHALL CONTACT REGIONAL AND LOCAL UTILITY COMPANIES FOR LOCATIONOF EXISTING UTILITIES PRIOR TO ANY DEMOLITION AND OR EXCAVATIONACTIVITIES.8.STRIPPED TOPSOIL AND EXCAVATED FILL MATERIAL SHALL BE STOCKPILEDSEPARATELY.STMxEXISTING STORM SEWERSSxEXISTING SANITARY SEWERWxEXISTING WATERMAINEXISTING MINOR CONTOURSEXISTING MAJOR CONTOURSLEGENDEXISTING PROPERTY CORNEROHEEXISTING OVERHEAD ELECTRICEXISTING LOT LINESVEGETATION TO BE REMOVEDAREA TO BE DEMOLISHED/RELOCATEDTO BE REMOVEDNORTH
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UPBUILDING FFE= 945.00MEMORIAL AVENUE N.PROPOSED BLOCK RETAINING WALLBY OTHERSSEE SHEET C300 FOR HEIGHTSCONCRETE BLOCK DUMPSTER ENCLOSURESEE ARCHITECTURAL AND STRUCTURALPLANS FOR ADDITIONAL INFORMATION1690.00'43R25.00'R25.00'R5.00'22.00'54.00'622.00'90.00'8R5.00'R20.00'R42.00'R20.00'R20.00'22.00'45.00'526.00'R5.00'R94.00'R4.00'(TYP)8.00'R3.50'81.00'622.00'22.00'22.00'135.00'1572.00'(TYP)868822.00'63.00'729.00'20.00'(TYP)9.00'(TYP)5.00'5.00'5.00'5.00'5.00'7.60'6.00'FLUSH CURB LIMITSFLUSH CURB LIMITSFLUSH CURB LIMITSR5.00'144.00' PROOF OF PARKING STALL5 PROOF OF PARKING STALLS54.00'38.35'R10.00'R10.00'R4.50'R1.50'R2.50'(TYP)R4.50' PROOF OFPARKINGSTALLR10.00'R10.00'22.00'R4.50'R4.50'R4.50'R2.00'R5.00'R16.00'R4.50'6.00'6.00'(TYP)R3.00'(TYP)TERMINATE CURB ANDGUTTER AT END OFARC. (TYP.)START FLUSH CURBEND FLUSH CURB24.00'This document contains confidential or proprietary information of Ramaker & Associates, Inc. Neither this document nor the information herein is to be reproduced, distributed, used or disclosed either in whole or in part except as authorized by Ramaker and Associates, Inc.Certification & Seal:SHEETNUMBERPROJECTNUMBERISSUEPHASE:DATEISSUED:MARK DATE DESCRIPTION30'060'15'11" x 17"22" x 34"- 1" = 60'- 1" = 30'SHEET TITLE:PROJECT TITLE:PROJECT OWNER:PROJECT LOCATION:I:\33900\33945 Madison Hosp-HIE-Oak Park Heights MN\01. Drawings\Autocad\Civil\33945 - C200.dwg Printed by: ekaul on May 09, 2018 - 1:49pm Copyright - Ramaker & Associates, Inc. - All Rights ReservedDRAWN BY:CHECKED BY:C 2018
339454-STORY, 93UNIT HOLIDAYINN EXPRESS &SUITESMADISONHOSPITALITY GROUPOAK PARK HEIGHTS,MINNESOTAWATERSHED SUBMITTAL05-08-201842202JAMES R. SKOWRONSKITyped or Printed Name:Registration Number:Signature:Date:I hereby certify that this plan, specification, or report was preparedby me or under my direct supervision and that I am a duly LicensedProfessional Engineer under the laws of the state of Minnesota. 5/08/2018C200PROPOSED SITE PLANKAH TAT
NORTHSITE INFORMATION1.PARCEL AREA = ± 2.4 ACRES1.1.EXISTING PERCENT IMPERVIOUS = ±0%1.2.PROPOSED PERCENT IMPERVIOUS = 68.98%1.3.NET INCREASE IN IMPERVIOUS AREA = ± 72,130 SF1.4.TOTAL DISTURBED AREA = ± 2.3 ACRES2.CURRENT ZONING: B-3, HIGHWAY BUSINESS AND WAREHOUSE3.CURRENT USE: VACANT4.PROPOSED PARKING:4.1.STANDARD PARKING STALLS:1004.2.HANDICAP STALLS: 54.3.TOTAL STALLS:1054.4.(PROOF OF PARKING STALLS): 7GENERAL NOTES1.DIMENSIONS ON CURB AND GUTTER ARE TO THE FACE OFTHE CURB, INCLUDING RADIUS DIMENSIONS.2.ALL SIGNS AND PAVEMENT MARKINGS SHALL MEET ALLREQUIREMENTS OF THE LOCAL JURISDICTION.3.CONTRACTOR SHALL INSTALL THE NECESSARY TRAFFICCONTROL AND ADVANCED WARNING SIGNS 48 HOURS PRIORTO PERFORMING ANY WORK WITHIN RIGHT-OF-WAY.4.ALL PARKING STALLS ARE 9' X 20', UNLESS OTHERWISENOTED.5.ALL DRIVE AISLES ARE 22' WIDE UNLESS OTHERWISE NOTED.LEGENDEXISTING PROPERTY CORNEREXISTING LOT LINESPROPOSED LIGHT DUTY PAVEMENTPROPOSED HEAVY DUTY PAVEMENTPROPOSED CONCRETE
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TM944.97944.74944.39945.00944.97944.97944.97944.97944.97944.50(MATCHEXISTING)943.40(MATCH EXISTING)943.60(MATCH EXISTING)944.91944.90944.68944.70944.79944.60944.70944.40944.22944.42944.42944.22944.39944.65944.57944.31944.67943.94944.28944.48944.28944.48944.17944.19944.25944.10944.36943.83944.21943.85944.88944.38943.86943.70944.45945.00944.88944.68944.71944.51944.44944.08944.02944.06944.26944.76943.84943.18944.33943.34943.41943.72 WITHSCUPPER TOPROVIDE DRAINAGE944.03TOW=944.18BOW=942.31TOW=943.62BOW=941.35TOW=944.52BOW=940.48TOW=943.32BOW=940.00TOW=943.68BOW=939.70TOW=943.25BOW=940.50TOW=943.84BOW=941.75943.66944.00943.74944.04944.50944.50944.12943.56944.00944.27945.50943.80945.00944.35944.59945.00944.70944.50944.23944.65945.20945.49944.50INV = 935.00944.14943.68944.40(MATCHEXISTING)943.67944.25943.89944.07943.68944.26943.58944INV = 935.00RIDGE LINE (TYP.)RIDGE LINE (TYP.)RIDGE LINE (TYP.)RIDGE LINE (TYP.)10" PVCINV = 938.6018" HDPEINV = 933.90OUTLET STRUCTUREGRATE RIM = 936.60TOP 10" PVC (TRASH GUARD) = 936.206X6 HOLE IN STRUCTURE = 934.40INV 12" HDPE = 933.60BOTTOM STRUCTURE = 933.2012" HDPEINV = 931.1030" RCPINV = 929.70PROPOSED BLOCK RETAINING WALLBY OTHERSPROJECT BENCHMARK:HYDRANT TOP NUTELEV = 947.17CONCRETE BLOCK DUMPSTER ENCLOSURESEE ARCHITECTURAL AND STRUCTURALPLANS FOR DETAILSCB #1RIM = 943.24INV (N) = 940.25SUMP = 937.25117 LF 12" HDPE @1.0%CB #2RIM = 943.49INV (N) = 938.98INV (S) = 939.08SUMP = 936.0885 LF 12" HDPE @ 1.0%CB #3RIM = 943.92INV (N) = 938.03INV (S) = 938.13SUMP = 935.13119 LF 12" HDPE @ 1.0%CB #4RIM = 943.47INV (SE) = 937.23SUMP = 934.2339 LF 12" HDPE @ 1.0%DI #5RIM = 943.24INV (E) = 936.74INV (S) = 936.84INV (NW) = 936.84SUMP = 933.84132 LF 18" HDPE @ 1.3%CB #9RIM = 942.75INV (NE) = 935.29INV (SW) = 938.06INV (SE) = 935.39SUMP = 932.29RCP ENDWALL (SEE DETAIL)INV = 935.0029 LF 15" RCP @1.0%31 LF 8" PVC @ 2.0% MIN.ROOF DRAIN (#9)INV (NE) = 938.68CB #6RIM = 943.12INV (N) = 937.52SUMP = 934.52129 LF 12" HDPE @ 1.0%CB #7RIM = 942.82INV (N) = 936.13INV (S) = 936.23SUMP = 936.1374 LF 12" HDPE @ 1.0%CONCRETE FLUME(SEE DETAIL)INV = 944.23RIP-RAP CHUTE(SEE DETAIL)EX SAN MH(EXISTING RIM TO BE ADJUSTED AS NEEDEDTO BE FLUSH WITH ADJUSTED GRADING)EX RIM = 941.40INV = 926.90EX SAN MH(EXISTING RIM TO BE ADJUSTED ASNEEDED TO BE FLUSH WITHPROPOSED DRIVEWAY)EX RIM = 944.50INV = 928.00HDPE ENDWALL (SEE DETAIL)INV = 935.00MEMORIAL AVENUE N.STATE HIGHWAY NO. 36This document contains confidential or proprietary information of Ramaker & Associates, Inc. Neither this document nor the information herein is to be reproduced, distributed, used or disclosed either in whole or in part except as authorized by Ramaker and Associates, Inc.Certification & Seal:SHEETNUMBERPROJECTNUMBERISSUEPHASE:DATEISSUED:MARK DATE DESCRIPTION30'060'15'11" x 17"22" x 34"- 1" = 60'- 1" = 30'SHEET TITLE:PROJECT TITLE:PROJECT OWNER:PROJECT LOCATION:I:\33900\33945 Madison Hosp-HIE-Oak Park Heights MN\01. Drawings\Autocad\Civil\33945 - C300.dwg Printed by: ekaul on May 09, 2018 - 1:50pm Copyright - Ramaker & Associates, Inc. - All Rights ReservedDRAWN BY:CHECKED BY:C 2018
339454-STORY, 93UNIT HOLIDAYINN EXPRESS &SUITESMADISONHOSPITALITY GROUPOAK PARK HEIGHTS,MINNESOTAWATERSHED SUBMITTAL05-08-201842202JAMES R. SKOWRONSKITyped or Printed Name:Registration Number:Signature:Date:I hereby certify that this plan, specification, or report was preparedby me or under my direct supervision and that I am a duly LicensedProfessional Engineer under the laws of the state of Minnesota. 5/09/2018C300STORM DRAINAGE &GRADING PLANKAH TAT
NORTHEXISTING MINOR CONTOURSEXISTING MAJOR CONTOURSLEGENDEXISTING PROPERTY CORNEREXISTING LOT LINESPROPOSED MINOR CONTOURSPROPOSED MAJOR CONTOURSSTMPROPOSED STORM SEWERACCEPTING CURBEXISTING STORM SEWERSTMxGRADING AND STORM DRAINAGE NOTES1.ALL ELEVATIONS SHOWN ARE TO FINISHED GRADE.2.CLEAR ALL TREES, BRUSH, STUMPS AND OTHER ORGANICMATERIAL FROM AREAS TO BE FILLED.3.REMOVE ALL UNSUITABLE MATERIAL (MUCK ORNON-COMPACTABLE MATERIAL) FROM AREAS TO BE FILLED.4.CONTRACTOR SHALL, WHEN GRADING BETWEEN CONTOURS ANDBETWEEN POINTS OF SPOT ELEVATIONS, GRADE ON A UNIFORMSLOPE.5.CONTRACTOR SHALL, FOR ALL GRASSED AREAS, BE RESPONSIBLEFOR REPLACING ERODED SOIL, GRASS SEED AND/OR MULCHUNTIL AN APPROVED STAND OF GRASS IS ESTABLISHED.6.CONTRACTOR SHALL, BEFORE BEGINNING GRADING WORK ONSITE, INSTALL SILT FENCE AS SHOWN ON THE PLANS. ASSEDIMENT BUILD UP AROUND SILT FENCE, REMOVE SEDIMENTAND REPLACE WHERE EROSION HAS TAKEN PLACE.7.EACH SECTION OF PIPE SHALL BE LAID TO SPECIFIED LINE ANDLAID UPGRADE.8.CONTRACTOR SHALL REMOVE ALL DEBRIS AND OTHER MATERIALSRESULTING FROM DEMOLITION AND DISPOSE OFF SITE UNLESSOTHERWISE ADVISED BY OWNER.9.CONTRACTOR SHALL KEEP ALL ROADS ADJACENT TO THE SITECLEAN DURING CONSTRUCTION.10.CONTRACTOR SHALL BE AWARE OF EXISTING UTILITY LINESDURING PIPE LINE INSTALLATION. CALL ALL UTILITY COMPANIESFOR LOCATIONS ON SITE.11.ALL ROADWAY AND DRAINAGE CONSTRUCTION ARE TO CONFORMTO LOCAL AGENCY STANDARD SPECIFICATIONS. (LATEST REVISIONAT THE BEGINNING OF CONSTRUCTION.)12.ALL NEWLY CONSTRUCTED SLOPES WHICH ARE 4:1 OR STEEPERMUST BE STABILIZED BY INSTALLATION OF EROSION CONTROLMATTING AND SEEDED AS SOON AS PRACTICABLE.AREAS OF SITE1.TOTAL AREA OF SITE = 2.4 ACRES2.TOTAL AREA DISTURBED = ± 2.3 ACRES
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TM944WMEMORIAL AVENUE N.6" PVC CLEANOUTTOP=939.5INV = UNKNOWNEX 8" PVC SANITARY LINEEX SAN MH(EXISTING RIM TO BE ADJUSTED AS NEEDEDTO BE FLUSH WITH ADJUSTED GRADING)EX RIM = 941.40INV = 926.90EX 233 LF 8" PVC SANITARY LINEEX SAN MH(EXISTING RIM TO BE ADJUSTED AS NEEDEDTO BE FLUSH WITH PROPOSED DRIVEWAY)EX RIM = 944.50INV = 928.00EXISTING SANITARY AND WATER SERVICE TO BE REROUTED.FINAL DESIGN TO BE DETERMINED BY CITY.APPROXIMATE 10' LF 6" PVC SEWER STUB(PER CITY OF OAK PARK HEIGHTS AS-BUILT DRAWINGS)CONTRACTOR TO VERIFY SIZE, LOCATION, AND DEPTHAPPROXIMATE 75' LF 6" DIP WATER STUB(PER CITY OF OAK PARK HEIGHTS AS-BUILT DRAWINGS)CONTRACTOR TO VERIFY SIZE, LOCATION, AND DEPTH103 LF 6" PVC SANITARY @ 2% MIN90° BEND WITH CLEAN-OUT19 LF 6" PVC SANITARY @ 2% MINSEE MEP PLANS FORCONNECTION AT BUILDING45° BEND18 LF 6" DIP WATER. CONTRACTOR MUST VERIFYWATERLINE PASSES OVER SANITARY LINE W/MINIMUM 18" OF VERTICAL SEPARATION.45° BEND100 LF 6" DIP WATER45° BEND18 LF 6" DIP WATER45° BENDSEE BUILDING CONNECTIONDETAIL ON THIS SHEET & MEPPLANS FOR ADDITIONALINFORMATIONPROJECT BENCHMARK:HYDRANT TOP NUTELEV = 947.1745° BEND8 LF 6" DIP WATER27 LF 6" DIP WATERPROPOSED FIRE HYDRANT(SEE DETAIL ON SHEET C601)45° 6" X 6"90° 4" X 4"6" X 6" X 4" TEE4"6"6"18 LF 6" DIP WATER19 LF 6" FIRE WATER17 LF 4" DOMESTICWATERThis document contains confidential or proprietary information of Ramaker & Associates, Inc. Neither this document nor the information herein is to be reproduced, distributed, used or disclosed either in whole or in part except as authorized by Ramaker and Associates, Inc.Certification & Seal:SHEETNUMBERPROJECTNUMBERISSUEPHASE:DATEISSUED:MARK DATE DESCRIPTION30'060'15'11" x 17"22" x 34"- 1" = 60'- 1" = 30'SHEET TITLE:PROJECT TITLE:PROJECT OWNER:PROJECT LOCATION:I:\33900\33945 Madison Hosp-HIE-Oak Park Heights MN\01. Drawings\Autocad\Civil\33945 - C400.dwg Printed by: ekaul on May 09, 2018 - 1:51pm Copyright - Ramaker & Associates, Inc. - All Rights ReservedDRAWN BY:CHECKED BY:C 2018
339454-STORY, 93UNIT HOLIDAYINN EXPRESS &SUITESMADISONHOSPITALITY GROUPOAK PARK HEIGHTS,MINNESOTAWATERSHED SUBMITTAL05-08-201842202JAMES R. SKOWRONSKITyped or Printed Name:Registration Number:Signature:Date:I hereby certify that this plan, specification, or report was preparedby me or under my direct supervision and that I am a duly LicensedProfessional Engineer under the laws of the state of Minnesota. 5/08/2018C400UTILITY PLANKAH TAT
NORTHLEGENDEXISTING MAJOR CONTOURSSSxEXISTING SANITARY SEWERWxEXISTING WATERMAINPROPOSED SANITARY SEWER SERVICESANPROPOSED WATER SERVICEWLOT LINEEXISTING STORM SEWERSTMxEXISTING MINOR CONTOURSPROPOSED MAJOR CONTOURSPROPOSED MINOR CONTOURSEXISTING PROPERTY CORNERSTMPROPOSED STORM SEWERWATER DISTRIBUTION NOTES1.ALL ELEVATIONS ARE BASED ON MEAN SEA LEVELDATUM.2.THE CONTRACTOR IS RESPONSIBLE FOR VERIFYINGTHE EXACT LOCATIONS AND ELEVATIONS OF ALLEXISTING UTILITIES PRIOR TO BEGINNINGCONSTRUCTION. IF CONDITIONS ARE SIGNIFICANTLYDIFFERENT FROM THAT SHOWN ON THE PLANS,STOP WORK AND NOTIFY THE ENGINEER.3.CONTRACTOR SHALL FIELD ADJUST FIRE HYDRANTS,VALVES AND APPURTENANCES TO MATCH FINISHEDGROUND ELEVATION, IF APPLICABLE.4.8 MIL MIN. POLYWRAP ON ALL D.I.P. IS REQUIRED5.ALL COMPONENTS OF THE WATER SYSTEM, UP TOTHE WATER METER OR FIRE SERVICE EQUIPMENTSHALL UTILIZE PROTECTIVE INTERNAL COATINGSMEETING CURRENT ANSI/AWWA STANDARDS FORCEMENT MORTAR LINING OR SPECIAL COATINGS.THE USE OF UNLINED OR UNCOATED (CAST-IRON,GRAY-IRON, STEEL, GALVANIZED, ETC.) PIPE SHALLNOT BE ALLOWED.SANITARY SEWER NOTES1.ALL ELEVATIONS ARE BASED ON MEAN SEA LEVELDATUM.2.THE CONTRACTOR IS RESPONSIBLE FOR VERIFYINGTHE EXACT LOCATIONS AND ELEVATIONS OF ALLEXISTING UTILITIES PRIOR TO BEGINNINGCONSTRUCTION. IF CONDITIONS ARE SIGNIFICANTLYDIFFERENT FROM THAT SHOWN ON THE PLANS, STOPWORK AND NOTIFY THE ENGINEER.3.CONTRACTOR SHALL FIELD ADJUST MANHOLE RIMS,CLEANOUTS, AND APPURTENANCES TO MATCHFINISHED GROUND ELEVATION.4.ALL WATER AND SEWER LINES MUST HAVE A MINIMUMOF 10 FEET HORIZONTAL SEPARATION AND 18 INCHESVERTICAL SEPARATION.5.CONTRACTOR TO COORDINATE CONNECTION TOEXISTING SANITARY SEWER SYSTEM.BUILDING CONNECTION DETAIL
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GRATE RIM = 936.60TOP 10" PVC = 936.206X6 HOLE IN STRUCTURE = 934.40BOTTOM PVC = 933.90INV 12" HDPE = 933.60BOTTOM STRUCTURE = 933.2012" HDPE FESINV = 931.1030" RCP FESINV = 929.70MEMORIAL AVENUE N.CATCH-ALL INLETPROTECTION(TYP.)SEE DETAILTEMPORARY HEAVY DUTY CONSTRUCTIONVEHICLE ACCESS POINT. 20' W x 50' LCONSTRUCTION TRACKING PADAPPROXIMATELY 950 LF SILT FENCESEE DETAILAPPROX. 7,439 SFEROSION MATTINGSEE DETAILPROJECT BENCHMARK:HYDRANT TOP NUTELEV = 947.17CONCRETE FLUME SEDIMENT BARRIERAPPROXIMATELY 309 LF SILT FENCESEE DETAILThis document contains confidential or proprietary information of Ramaker & Associates, Inc. Neither this document nor the information herein is to be reproduced, distributed, used or disclosed either in whole or in part except as authorized by Ramaker and Associates, Inc.Certification & Seal:SHEETNUMBERPROJECTNUMBERISSUEPHASE:DATEISSUED:MARK DATE DESCRIPTION30'060'15'11" x 17"22" x 34"- 1" = 60'- 1" = 30'SHEET TITLE:PROJECT TITLE:PROJECT OWNER:PROJECT LOCATION:I:\33900\33945 Madison Hosp-HIE-Oak Park Heights MN\01. Drawings\Autocad\Civil\33945 - C500.dwg Printed by: ekaul on May 09, 2018 - 1:52pm Copyright - Ramaker & Associates, Inc. - All Rights ReservedDRAWN BY:CHECKED BY:C 2018
339454-STORY, 93UNIT HOLIDAYINN EXPRESS &SUITESMADISONHOSPITALITY GROUPOAK PARK HEIGHTS,MINNESOTAWATERSHED SUBMITTAL05-08-201842202JAMES R. SKOWRONSKITyped or Printed Name:Registration Number:Signature:Date:I hereby certify that this plan, specification, or report was preparedby me or under my direct supervision and that I am a duly LicensedProfessional Engineer under the laws of the state of Minnesota. 5/08/2018CONSTRUCTION PHASING1.CONSTRUCTION IS ANTICIPATED TO BEGIN IN THE LATE SUMMER OF2018. DEMOLITION AND REMOVAL OF ANY EXISTING MATERIALS WILLOCCUR FIRST2.PRIOR TO ANY LAND DISTURBING ACTIVITIES, EROSION CONTROLMEASURES SHALL BE PUT IN PLACE AND MAINTAINED UNTIL SOILSTABILIZATION HAS TAKEN PLACE3.AFTER EROSION CONTROL MEASURES ARE IN-PLACE, SITE GRADINGAND UTILITY INSTALLATION WORK CAN BEGIN4.FOLLOWING INITIAL GRADING WORK, THE CONCRETE BUILDINGFOUNDATION/SLAB CAN BE CONSTRUCTED5.CONSTRUCTION ON THE BUILDING CAN THEN BEGIN IN COORDINATIONWITH REMAINING SITE IMPROVEMENTS, INCLUDING AGGREGATE BASECOURSE INSTALLATION, CURB AND GUTTER CONSTRUCTION, ASPHALTPAVING, CONCRETE WORK, ETC.6.PRIOR TO FINAL SITE SEEDING/STABILIZATION, CONTRACTOR SHALLSCARIFY ALL PERVIOUS (LANDSCAPED & GRASSY) AREAS OF THE SITETO A DEPTH REQUIRED TO REACH SANDY SOILS.C500EROSION CONTROLPLANKAH TAT
NORTHSILT FENCECONSTRUCTION TRACKING PADEXISTING MINOR CONTOURSPROPOSED MAJOR CONTOURSEXISTING MAJOR CONTOURSEROSION MATTINGINLET PROTECTIONPROPOSED MINOR CONTOURSLEGENDEXISTING PROPERTY CORNEREROSION CONTROL NOTES1.CONTRACTOR SHALL HAVE ALL EROSION CONTROL MEASURES INPLACE AND APPROVED BY THE ENGINEER PRIOR TO COMMENCEMENTOF EXCAVATION ACTIVITIES.2.ALL SILT FENCES SHALL BE INSPECTED DAILY. CLEANING, ADJUSTINGAND REPLACING EROSION MEASURES SHALL BE DONE AS NECESSARYTHROUGHOUT CONSTRUCTION. ALL EROSION MEASURES SHALL BE INWORKING CONDITION AT THE END OF EACH WORK DAY.3.EROSION CONTROL MEASURES SHALL BE INSTALLED PER THE DETAILSOR AS DIRECTED BY THE ENGINEER.4.SEDIMENT FROM OVERLAND FLOW SHALL BE PREVENTED FROMLEAVING THE WORK SITE BY INSTALLING SILT FENCING PARALLEL TOTHE CONTOURS LOCATED DOWNHILL FROM THE WORK AREA.5.EXISTING VEGETATION SHALL BE REMOVED ONLY AS NECESSARY TOPERFORM CONSTRUCTION ACTIVITIES. CLEARING OF LARGE AREASTHAT ARE CLEARLY OUTSIDE THE LIMITS OF CONSTRUCTION SHALL NOTBE PERMITTED.6.ALL DISTURBED AREAS SHALL BE RESTORED AND VEGETATED AS SOONAS POSSIBLE AFTER DISTURBANCE.7.EROSION MEASURES SHALL NOT BE REMOVED UNTIL THE AREASSERVED HAVE ESTABLISHED VEGETATIVE COVER.8.TEMPORARY MULCH SHALL BE PLACED WITHIN 7 DAYS OF GRADINGOPERATIONS. ALL AREAS OF EXPOSED SOIL SHALL BE COVERED WITHA STRAW MULCH. MULCH SHALL BE APPLIED AT THE RATE OF 1.5TONS PER ACRE, MINIMUM IMMEDIATELY AFTER SPREADING, THESTRAW MULCH SHALL BE PROTECTED BY COVERING WITH A MAT ORCRIMPING. MULCHING SHALL BE REPLACED AND CRIMPED ASNECESSARY TO MAINTAIN ADEQUATE COVER UNTIL PERMANENT9.ADDITIONAL EROSION CONTROL DEVICES MAY BE REQUIRED TOCONTROL EROSION AND/OR OFFSITE SEDIMENTATION. CONTRACTOR ISRESPONSIBLE FOR MAINTAINING THE STABILITY OF ALL GRADEDAND/OR CLEARED AREAS UNTIL PERMANENT GROUND COVER ISESTABLISHED. ANY AREAS DAMAGED BY EROSION SHALL BE REPAIREDTO ITS ORIGINAL CONDITION AND PROTECTED FROM FURTHEREROSION AT NO ADDITIONAL COST TO THE OWNER.10.STONE TRACKING PAD(S) SHALL BE INSTALLED AT ALL CONSTRUCTIONSITE EXITS TO PREVENT TRACKING OF SOIL. CONTRACTOR MUST TAKEALL NECESSARY MEASURES TO MINIMIZE TRACKING MUD ONTO PAVEDROADWAY FROM CONSTRUCTION AREAS. TRACKED SOIL SHALL BECOLLECTED FROM PAVED ROADS LOCATED NEAR THE CONSTRUCTIONSITE AT THE END OF EACH WORKING DAY OR AS DIRECTED BY THEENGINEER.EROSION CONTROL / SEEDINGPROVIDE VEGETATIVE COVER TO NEWLY GRADED AREAS BYACCEPTABLE SEEDING METHODS AND MIXTURES. SEEDING FORTEMPORARY EROSION CONTROL SHALL BE AS FOLLOWS:OATSCEREAL RYEWINTER WHEATANNUAL RYEGRASS131*131**131**80**LBS./ACRESPECIES* SPRING ANDSUMMER SEEDING** FALL SEEDINGAREAS OF SITE1.TOTAL AREA OF SITE = 2.4 ACRES2.TOTAL AREA OF DISTURBANCE = ± 2.3 ACRES
EXISTINGEMBANKMENTTOP OF BANK = ±938.00''2-YEAR STORMELEV. = 936.34'10-YEAR STORMELEV. = 937.22'100-YEAR STORMELEV. = 937.97'±27'INFILTRATION SURFACE (VARIES)BOTTOM OFPOND =933.00'RIP-RAPEXISTING 100-YEAR STORMELEV. = 937.83'AS REQ'DCONTRACTORSHALL INSTALL 2'DEEP MNDOTCLASS II RIP RAPRIP RAP SHALL BESURROUNDED BY GEOTEXTILEFABRIC TO PREVENTEROSION/VEGETATED GROWTHSLOPE OFRIP-RAP CHUTETO MATCHSURROUNDINGSLOPEREPLACEABLE SEDIMENT BAGSWITH GEOTEXTILE FILTER FABRIC11 GA GALVANIZED STEELSUSPENSION SYSTEMLIFT HANDLESREMOVE GRATEDROP FLEXSTORM INLETFILTER ONTO LOADBEARING LIP OF CASTINGOR CONCRETESTRUCTUREREPLACE GRATEINSTALLATION:1.2.3.C600DETAILSKAH TAT13A2"-5"43"56"12"26"1.PREPARE SOIL BEFORE INSTALLING BLANKETS, INCLUDING ANY NECESSARY APPLICATION OF LIME, FERTILIZER, AND SEED.NOTE: WHEN USING CELL-O-SEED DO NOT SEED PREPARED AREA. CELL-O-SEED MUST BE INSTALLED WITH PAPER SIDEDOWN.2.BEGIN AT THE TOP OF THE SLOPE BY ANCHORING THE BLANKET IN A 6" (15cm) DEEP X 6" (15cm) WIDE TRENCH WITHAPPROXIMATELY 12" (30cm) OF BLANKET EXTENDED BEYOND THE UP-SLOPE PORTION OF THE TRENCH. ANCHOR THEBLANKET WITH A ROW OF STAPLES/STAKES APPROXIMATELY 12" (30cm) APART IN THE BOTTOM OF THE TRENCH. BACKFILLAND COMPACT THE TRENCH AFTER STAPLING. APPLY SEED TO COMPACTED SOIL AND FOLD REMAINING 12" (30cm)PORTION OF BLANKET BACK OVER SEED AND COMPACTED SOIL. SECURE BLANKET OVER COMPACTED SOIL WITH A ROW OFSTAPLES/STAKES SPACED APPROXIMATELY 12" (30cm) APART ACROSS THE WIDTH OF THE BLANKET.3.ROLL THE BLANKETS (A.) DOWN OR (B.) HORIZONTALLY ACROSS THE SLOPE. BLANKETS WILL UNROLL WITH APPROPRIATESIDEAGAINST THE SOIL SURFACE. ALL BLANKETS MUST BE SECURELY FASTENED TO SOIL SURFACE BY PLACINGSTAPLES/STAKES IN APPROPRIATE LOCATIONS AS SHOWN IN THE STAPLE PATTERN GUIDE. WHEN USING OPTIONAL DOTSYSTEM, STAPLES/STAKES SHOULD BE PLACED THROUGH EACH OF THE COLORED DOTS CORRESPONDING TO THEAPPROPRIATE STAPLE PATTERN.4.THE EDGES OF PARALLEL BLANKETS MUST BE STAPLED WITH APPROXIMATELY 2"-5" (5cm-12.5cm) OVERLAP DEPENDING ONBLANKET TYPE. TO ENSURE PROPER SEAM ALIGNMENT, PLACE THE EDGE OF THE OVERLAPPING BLANKET (BLANKET BEINGINSTALLED ON TOP) EVEN WITH THE COLORED SEAM STITCH ON THE PREVIOUSLY INSTALLED BLANKET.5.CONSECUTIVE BLANKETS SPLICED DOWN THE SLOPE MUST BE PLACED END OVER END (SHINGLE STYLE) WITH ANAPPROXIMATE 3" (7.5cm) OVERLAP. STAPLE THROUGH OVERLAPPED AREA, APPROXIMATELY 12" (30cm) APART ACROSSENTIRE BLANKET WIDTH.6.FOLLOW MANUFACTURER'S RECOMMENDED STAPLE PATTERN, FOR THE SLOPE FOR THE SPECIFIED BLANKET.NOTE:IN LOOSE SOILCONDITIONS,THE USE OFSTAPLE ORSTAKELENGTHSGREATER THAN6" (15cm) MAYBE NECESSARYTO PROPERLYSECURE THEBLANKETS.STANDARD STAPLE PATTERNEROSION CONTROL SILT FENCEFABRICFLOWFABRICNOTES:2.5'(0.76 m)6"(153 mm)6"(153 mm)NOT TO SCALE·PLACE BOTTOM EDGE OF FENCE INTO 6" (153 mm)DEEP TRENCH AND BACKFILLED IMMEDIATELY.·POSTS SHALL BE:··4' (1.22 m) ON CENTER··2" (50.8 mm) X 2" (50.8 mm) HARDWOOD, PINEOR STEEL FENCE POSTS.··MINIMUM LENGTH 4.5'··DRIVEN 2' (0.61 m) INTO THE GROUND.ROCK CONSTRUCTION ENTRANCE AT ACCESS ROADSMIN. 6" (152 mm)OF 1" TO 2" (25 mmTO 51 mm) DIA ROCK.PERMEABLEGEOTEXTILE FABRIC BENEATH ROCK50' (15.24 m ) MINIMUMHARD SURFACEPUBL
IC
ROAD18" (457 mm) MIN. HIGHCUT-OFF BERM TO MINIMIZESILT RUNOFF FROM SITE.VARIES:FULL WIDTH OF EXISTINGDRIVEWAY OPENING, ELSE20' (6.10 m) MIN. WIDTH.NOT TO SCALENOT TO SCALESTORM EVENT LEVELS IN PONDRIP-RAP CHUTENOT TO SCALENOT TO SCALECATCH-ALL INLET PROTECTION (DURING CONSTRUCTION)NOT TO SCALEINLET PROTECTION, SEDIMENT FILTER SACK (DURING CONSTRUCTION)SILTSACKDUMP STRAPDUMP STRAPNOT TO SCALEEXPANSION RESTRAINT[1/4" (6 mm) NYLON ROPE,2" (51 mm) FLAT WASHERS]2 EACH DUMPSTRAPS1" (25 mm) REBARFOR BAG REMOVALFROM INLETThis document contains confidential or proprietary information of Ramaker & Associates, Inc. Neither this document nor the information herein is to be reproduced, distributed, used or disclosed either in whole or in part except as authorized by Ramaker and Associates, Inc.Certification & Seal:SHEETNUMBERPROJECTNUMBERISSUEPHASE:DATEISSUED:MARK DATE DESCRIPTIONSCALE:AS NOTEDSHEET TITLE:PROJECT TITLE:PROJECT OWNER:PROJECT LOCATION:I:\33900\33945 Madison Hosp-HIE-Oak Park Heights MN\01. Drawings\Autocad\Civil\33945 - C600.dwg Printed by: ekaul on May 09, 2018 - 1:52pm Copyright - Ramaker & Associates, Inc. - All Rights ReservedDRAWN BY:CHECKED BY:C 2018
339454-STORY, 93UNIT HOLIDAYINN EXPRESS &SUITESMADISONHOSPITALITY GROUPOAK PARK HEIGHTS,MINNESOTAWATERSHED SUBMITTAL05-08-201842202JAMES R. SKOWRONSKITyped or Printed Name:Registration Number:Signature:Date:I hereby certify that this plan, specification, or report was preparedby me or under my direct supervision and that I am a duly LicensedProfessional Engineer under the laws of the state of Minnesota. 5/09/2018BACK OF CURBCONCRETE FLUMESPILLWAYGRAVEL FILLED SANDBAGSARE STAKCKED TIGHTLYAAPLAN VIEWCURBFLOWSECTION A-ANOTES:1. PLACE CURB TYPE SEDIMENT BARRIERS ON GENTLE SLOPING PARKING SEGMENTSWHERE WATER CAN POND AND ALLOW SEDIMENT TO SEPARATE FROM RUNOFF.2. SANDBAGS, OF EITHER BURLAP OR WOVEN GEOTEXTILE FABRIC, ARE FILLEDHALFWAY WITH GRAVEL, LAYERED AND PACKED TIGHTLY. NETTING BAGS CAN BE USEDWITH BALLAST ROCK.3. LEAVE ONE SANDBAG GAP IN THE TOP ROW TO PROVIDE A SPILLWAY FOROVERFLOW.4. INSPECT BARRIERS AND REMOVE SEDIMENT AFTER EACH STORM. SEDIMENT MUSTBE REMOVED FROM PARKING LOT IMMEDIATELY.& HDPE OUTLETS& HDPE OUTLETS
C601DETAILSKAH TATTYPE 13/4 B.C.2" MINIMUMB.C. = OUTSIDE BARREL CIRCUMFERENCE4" MINIMUM O.D.I.D.TYPE 290°COMPACTED STONEPIPE BELLUNDISTURBED EARTHNOT TO SCALECLASS "B" PIPE BEDDINGNOTE: 1/4 B.C. HAND SHAPED BOTTOM - SHAPE BELL HOLES FOR USE IN DRYEARTH TRENCHES ONLY. APPLICABLE TO BOTH EARTH AND ROCK TRENCHES.PIPE FORPVCSELECTED BACKFILLMECHANICALLY TAMPEDIN 6" LAYERSBACKFILL PERSPECIFICATION 0222112" MINIMUM UTILITY24" MINIMUM SEWERFOR OTHERTHAN PVC PIPESELECTED BACKFILLMECHANICALLY TAMPEDIN 6" LAYERSBACKFILL PERSPECIFICATION 0222112" MINIMUM UTILITY24" MINIMUM SEWERTAMPED FINEGRANULAR MATERIALTYPICAL THRUST BLOCK6"8"2.25 SF4 SFTHRUST BLOCKING MUST BECAST-IN-PLACE CONCRETE,POURED AGAINST UNDISTURBEDEARTH.BEARINGSURFACETHRUST BLOCKS TO BE USED FOR BENDS 22 1/2°AND OVER, INCLUDING HYDRANTS AND HYDRANT TEES.THRUST BLOCKS ARE REQUIRED REGARDLESS OF ANY OTHER RESTRAINT METHODS USEDON WATERMAIN LESS THAN 12" IN DIA.RESTRAINT METHODS ON WATERMAIN LARGER THAN 12" SHALL BE MEGALUGS, LOCKINGGASKETS OR OTHER APPROVED EQUAL. THE LENGTH OF RESTRAINT SHALL BE ASCOMPUTED BY DIPRA.NOTES:NOT TO SCALEPIPE SIZE BEARING AREASERVICE CONNECTION DETAILNOT TO SCALESTANDARD CATCH BASIN (CB)DIAMETER "D"4" 12" TOP SECTION REQUIREDNEENAH R-3067, TYPE V GRATEOR APPROVED EQUALPRECAST REINFORCED CONCRETEADJUSTING RINGS, IN FULL MORTARBED, MIN. 4", MAX. 12"O-RING GASKET ORBITUASTIC MATERIAL ATEACH BUTTED JOINTREINFORCED CONCRETECOVER CONFORMINGTO ASTM C478PRE-CAST BASE PLACED ON 6"SAND OR FOUNDATIONMATERIAL.14"24"T"A""C"NOT TO SCALEBACK OFCURB (B.C.)CENTERLINE(C.L.)BREAKOUT TOP HALF PIPEGROUT AROUND PIPE &FORM INVERT AS SHOWN.PRECAST REINFORCEDCONCRETE SECTIONSAS NEEDED.6" CRUSHED STONEOR SAND UNDER MANHOLETOTAL BUILD HEIGHTTOP OF CASTING (T.O.C.)TO INVERT ELEVATION (I.E.)STANDARD HEIGHTSFOR FLAT TOPBARRELSFRAME & COVER TO BENEENAH R-2050WITH TYPE"D" GRATEPOINT OF REFERENCESHOWN ON PLANSSTEPS16" O.C.STANDARD HEIGHTSFOR BARRELSATTACHED BASE SLABTOP SLABHOLEFOR PIPEADJUSTING RINGSǾX=6"MINX=6"MINNOTES:1. STRUCTURE DIMENSIONS:2. MANHOLES PRODUCED PER ASTM C-478 BARREL JOINT SEALANT: O-RING/BUTYL RUBBER PIPE CONNECTION: GROUTED, RUBBER CASKETED.D=Ǿ+2X=OUTER DIAMETER & X=6"]Ǿ[TYPICAL DRAIN INLET (DI)DIA."D"48"60"66"72"84"96"108"120"COVER"C"58"72"79"86"100"114"126"144"THICKNESS"T"6"8"8"8"8"8"12"12"MIN. DIA. "D"=(PIPE DIA.)+2*(T)This document contains confidential or proprietary information of Ramaker & Associates, Inc. Neither this document nor the information herein is to be reproduced, distributed, used or disclosed either in whole or in part except as authorized by Ramaker and Associates, Inc.Certification & Seal:SHEETNUMBERPROJECTNUMBERISSUEPHASE:DATEISSUED:MARK DATE DESCRIPTIONSCALE:AS NOTEDSHEET TITLE:PROJECT TITLE:PROJECT OWNER:PROJECT LOCATION:I:\33900\33945 Madison Hosp-HIE-Oak Park Heights MN\01. Drawings\Autocad\Civil\33945 - C600.dwg Printed by: ekaul on May 09, 2018 - 1:52pm Copyright - Ramaker & Associates, Inc. - All Rights ReservedDRAWN BY:CHECKED BY:C 2018
339454-STORY, 93UNIT HOLIDAYINN EXPRESS &SUITESMADISONHOSPITALITY GROUPOAK PARK HEIGHTS,MINNESOTAWATERSHED SUBMITTAL05-08-201842202JAMES R. SKOWRONSKITyped or Printed Name:Registration Number:Signature:Date:I hereby certify that this plan, specification, or report was preparedby me or under my direct supervision and that I am a duly LicensedProfessional Engineer under the laws of the state of Minnesota. 5/09/2018CAST IRON SERVICE18"10"18"R-7514 W/ ANCHOR RODSVALVE HANDHOLEB0X USE NEENAH C.I.LATERAL CLEANOUTFRAME AND ID MODELCONC. COLLAR18"4 1/4"CRUSHED STONEANCHOR RODS45° BENDPLUG (IF NECESSARY)6" PVCBASE COURSECLEANOUT DETAIL (PAVED AREAS)THICKNESSES OF ASPHALTIC CONCRETE SURFACE COURSENOTE: REFER TO TYPICAL PAVEMENT SECTIONS FORNOT TO SCALEO-RING GASKET ORBITUMASTIC MATERIALAT EACH BUTTEDJOINT SURFACE.MN/DOT S.P.4010 STANDARDSHORT CONE SECTION FOR48" (1219 mm) DIA. MH.PRECASTREINFORCEDCONCRETESECTIONSAS NEEDED.MN/DOT S.P.4011 PRE-CAST BASEPLACED ON 3" (76 mm) CAST IN PLACECONCRETE, 6" (152mm) CLEAN SAND,FOUNDATION MATERIAL OR 8" (203mm) POURED CONCRETE BASE ONUNDISTURBED EARTH.MN/DOT S.P.4010 2" (51 mm)ADJUSTING RINGS AS NEEDED.[4" (102 mm) MIN. TO 12" (305mm) MAX.) SET EACH RING IN AFULL BED OF MORTAR.12" (305 mm) TOPSECTION18" INLET PIPE.27"(686 mm)24"(OR ASSHOWNON C3016"(305 mm)STANDARD SUMP CATCH BASIN/DRAIN INLETPVC ELBOW FASTENED TO WALL WITH A MINOF 2 SS STRAPS STRAPS TO BE 1-1/2" (40mm) x 22GA. STAINLESS STEEL FASTENED TOMANHOLE WALL W/ 1/2" (13 mm) ANCHORBOLTS (REDHEAD TYPE ANCHORS). USE 4BOLTS PER STRAP.OUTLET PIPEPIPE4" (102 mm)NOT TO SCALEHDPE PIPE CONNECTIONS INTO ALL CONCRETESTRUCTURES SHALL BE MADE WITH WATERTIGHT MATERIALS, UTILIZING AN A-LOK ORWATERSTOP GASKET OR BOOT,CAST-IN-PLACE RUBBER BOOT, OR APPROVEDEQUAL. WHERE THE ALIGNMENT PRECLUDESTHE USE OF THE ABOVE APPROVEDWATERTIGHT METHODS, CONSEAL 231WATERSTOP SEALANT, OR APPROVED EQUALWILL ONLY BE ALLOWED AS APPROVED BY THEENGINEER.AS REQ'DTYPICAL VALVE INSTALLATIONWATERMAINSTAYPUT COVER8' MIN.(2.44 m)18" PRECAST CONC.BASE MIN. 5" THICKR.S. GATE VALVEWITH CENTERING ADAPTERNOT TO SCALETYPICAL HYDRANT INSTALLATIONWATERMAIN8'(2.44 m)4' MIN-10' MAX(3.048 m)AS APPROVED BY CITY FORCES6"(152 mm)3'(914 mm)VALVE BOXHYDRANT1.5" (38 mm) DIACOMPACTED ROCK(LIMESTONE IS NOTAPPROVED).18" (457 mm) PRECAST CONC.BASE MIN. 5" (127 mm) THICK.POURED CONC. THRUSTBLOCK 2.25 SQ.FT.(0.209 SM) BEARINGSURFACE AREA.2 LAYERS OFPOLYETHYLENEPOURED CONC.THRUST BLOCK2.25 SQ.FT.(0.209 SM)BEARINGSURFACE AREA.NOTE:USE SS NUTS AND BOLTS,AS APPROVED BY THE ENGINEER.6"DIP(152 mm)6" (152 mm) R.S. GATE VALVE4' (1.22 m) ORAS SHOWN ON PLANALL EXPOSED WATERMAIN SHALL BEWRAPPED WITH POLYETHYLENE INACCORDANCE WITH AWWA C-105.2.33' (0.71 m)STANDARD NOZZLE CAPS WITH 1.5"PENTAGON NUTS AND NO ROCKER LUGSHYDRANTS TO HAVE TWO 2.5 INCHHOSE CONNECTIONS (WITHNATIONAL STANDARD THREADS),AND ONE FACTORY INSTALLED 5INCH STORZ CONNECTOR - ALLVALVES TO OPENCOUNTER-CLOCKWISENOT TO SCALEVALVE BOX
1'-0"1'-6"18" STEEL PLATE SIGN W/WHITECHARACTERS ON BLUE FIELD -RADIUS CORNERSCENTER SIGN ON HDCP.PARKING STALL - 6"BACK FROM SIDEWALK,NO MORE THAN 8'FROM STALL, 1 SIGNPER STALLSTEEL POST BYSIGN SUPPLIER- TO BE PAINTEDTO MATCH BUILDING60"-66"
ABOVE GRADE
TYPICAL SIGNPARKINGVEHICLE IDREQUIREDUP TO $200 FINEFOR VIOLATION1'-0"1'-6"18" STEEL PLATE SIGN W/WHITECHARACTERS ON BLUE FIELD -RADIUS CORNERSCENTER SIGN ON HDCP. PARKING STALL- 6" BACK FROM SIDEWALK, NO MORETHAN 8' FROM STALL, 1 SIGN PER STALLSTEEL POST BYSIGN SUPPLIER- TO BE PAINTEDTO MATCH BUILDING60"-66"
ABOVE
GRADE
VAN ACCESSIBLE SIGNPARKINGVEHICLE IDREQUIREDUP TO $200 FINEFOR VIOLATIONVAN ACCESSIBLE1.00'0.50'1.00'1.00'R1.50'GRASSGRASSEDGE BETWEENCURB & GUTTERAND ASPHALT3.50'1.00'0.5'0.33'12" JOINT FILLERCONCRETE CURB AND CUTTERC602DETAILSKAH TATTYPICAL PAVEMENT SECTION (LIGHT DUTY)1.5"2.0"8"BASE COURSEFINISHED SURFACECRUSHED AGGREGATE BASE COARSEHMANOT TO SCALENOT TO SCALEBASE COURSE8"7"7" 4000 PSI STRENGTH CONCRETECONCRETE PAVEMENT TYPICAL SECTIONCOMPACTEDTO 92% MDCOMPACTEDTO 100% SPDTYPICAL PAVEMENT SECTION (HEAVY DUTY)1.5"3.0"10"BASE COURSE FINISHED SURFACEHMANOT TO SCALECRUSHED AGGREGATE BASE COARSECRUSHED AGGREGATE BASE COARSESUB-BASE FILL MATERIALASSHALL BE MINERAL SOIL, FREE OFDEBRIS, BOULDERS & ORGANICMATERIALCOMPACTEDTO 100% SPD98% STANDARDMAXIMUM DENSITYCOMPACTEDTO 100% SPDCOMPACTEDTO 92% MDNOT TO SCALEBASE COURSE4" MIN.4"4" 4000 PSI STRENGTH CONCRETECONCRETE SIDEWALK TYPICAL SECTIONCRUSHED AGGREGATE BASE COARSECOMPACTEDTO 100% SPDREQ'DSUB-BASE FILL MATERIALSHALL BE MINERALSOIL, FREE OFDEBRIS, BOULDERS &ORGANIC MATERIAL98% STANDARDMAXIMUM DENSITYREQ'DSUB-BASE FILL MATERIALSHALL BE MINERAL SOIL, FREE OFDEBRIS, BOULDERS & ORGANICMATERIAL98% STANDARDMAXIMUM DENSITYREQ'DASASSUB-BASE FILL MATERIALSHALL BE MINERAL SOIL, FREE OFDEBRIS, BOULDERS & ORGANICMATERIAL98% STANDARDMAXIMUM DENSITYREQ'DASBARRIER CURB & GUTTER CROSS SECTIONR 1/2"6"13-1/2"6"7"7"18"34"PER FT.R 1/2"R 3"R 1/2"6"13-1/2"6"7"7"18"34"PER FT.R 1/2"R 3"PROPOSED ACCEPTING CURB & GUTTERPROPOSED REJECTING CURB & GUTTERTAPER CURBCONSTRUCTION JOINTCURB & GUTTER TERMININOT TO SCALE3'-6'NORMALNOT TO SCALE6"8% MAX8 7/16"EXPANSION JOINT1/2"NO LIP24" 3/4" PER FT6" RESIDENTIAL8" NON-RESIDENTIALSTANDARD DRIVEWAY CURBNOT TO SCALERAMPSIDEWALK2%MAX.(1:12)AS REQ. (5' MIN.)(1:12)RAMPSIDEWALKPARKINGAREANOT TO SCALEDROP DOWN SIDEWALKSECTION DETAILSTAMPED TRACKTION PADS.STAMP CONCRETE PER LOCALSPECIFICATIONS. APPLICABLE TOALL PEDESTRIAN ACCESS RAMPS.1.5'5'1.5'FLOW LINENOT TO SCALESIDEWALK CURB CUT SECTIONSIDEWALKSECTIONNOT TO SCALE20'9'-0"9'-0"FACE OF CURBCONCRETE CURB AND GUTTER5'-0" MIN.3'-6"6"1'-6"NOT TO SCALEPAINTED VEHICULAR PARKING STRIPES DETAILSIGNS AND MOUNTING DETAILPARKINGSPACEPARKINGSPACE4" WIDE WHITE PARKINGSTRIPE PAINT2Ø GALVANIZED STEELPIPE OR 4X4 POST30" X 30" STANDARD DOT SIGNBACKGROUND: RED -REFLECTORIZED LEGEND ANDBORDER: WHITE - REFLECTORIZED2500# CONCRETE (CONCRETEFOUNDATION NOT REQUIRED IF 4X4WOODEN POST IS USED)HANDICAP PAVEMENT SYMBOLNOT TO SCALE1
6
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4"10"2"15°3'-7"16"9"3'-10"22"2"10"7°6"1'-7"SIGNSIDEWALK9'8' MIN.20'VARIES
NOT TO SCALEHANDICAP PARKINGNOPARKINGSIGNHANDICAPPARKINGSPACEHANDICAPPARKINGSPACEREGULARPARKINGSPACEPAINT: THE PAINT SHALL BE WHITE TRAFFIC PAINT CONFORMINGTO STANDARD SPECIFICATIONS FOR HIGHWAY CONSTRUCTION.STRIPING: PRIOR TO APPLICATION OF STRIPING PAINT, ASPHALTSURFACES SHOULD BE CLEANED OF MATERIAL THAT WOULD PREVENTADHERENCE OF PAINT. PAINT SHALL BE APPLIED ONLY TO A DRYSURFACE USING EITHER TEMPLATE OF STRIPING MACHINE; STRIPESSHALL BE 4" WIDE OF UNIFORM WEIGHT WITH NO "SKIPS" OR BARESPOTS. FINISHED STRIPING SHALL BE APPROVED BY THE ARCHITECT.8' MIN.8' MIN."NO PARKING"SIGNNOT TO SCALEHANDICAP PARKING SIGN DETAILSGRANULAR FILL BASECOMPACTED SUBGRADEOR UNDISTURBED SOILCONCRETESIDEWALKSLOPED CONCRETE SIDEWALK121MAX.FLUSH WITHPARKING SURFACE6"6' OR AS REQUIREDNOT TO SCALEACCESSIBLE RAMP SECTIONThis document contains confidential or proprietary information of Ramaker & Associates, Inc. Neither this document nor the information herein is to be reproduced, distributed, used or disclosed either in whole or in part except as authorized by Ramaker and Associates, Inc.Certification & Seal:SHEETNUMBERPROJECTNUMBERISSUEPHASE:DATEISSUED:MARK DATE DESCRIPTIONSCALE:AS NOTEDSHEET TITLE:PROJECT TITLE:PROJECT OWNER:PROJECT LOCATION:I:\33900\33945 Madison Hosp-HIE-Oak Park Heights MN\01. Drawings\Autocad\Civil\33945 - C600.dwg Printed by: ekaul on May 09, 2018 - 1:52pm Copyright - Ramaker & Associates, Inc. - All Rights ReservedDRAWN BY:CHECKED BY:C 2018
339454-STORY, 93UNIT HOLIDAYINN EXPRESS &SUITESMADISONHOSPITALITY GROUPOAK PARK HEIGHTS,MINNESOTAWATERSHED SUBMITTAL05-08-201842202JAMES R. SKOWRONSKITyped or Printed Name:Registration Number:Signature:Date:I hereby certify that this plan, specification, or report was preparedby me or under my direct supervision and that I am a duly LicensedProfessional Engineer under the laws of the state of Minnesota. 5/09/2018CONCRETE FLUMECONCRETE FLUME CROSS SECTION