HomeMy WebLinkAbout2023-096 2105 As-builds 12-3-24872.4871.9
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XXXXXXXXCHAIN LINK FENCEWOOD FENCE956942944946948950952954956958940938936934932930928926924922920918916914912910908906904902900898896892894890888886900910920930894896898902904906908912914916918922924926928932934RETAINING WALL RUNS THROUGH WOOD FENCE946944DENOTES FIELD DATACOLLECTOR POINT NUMBER (TYP.)SEE SHEET 2 OF 2 FOR TREEINVENTORY TABLE9309409229249269289329349369386060100.18
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INV-EA >>>>>>>>>>>>>>FMFMFMFMFMFMFMFMFMSSSSSSSSPROPOSED HOUSE6620 DAKOTA TRLOW FLOOR 881.0FIRST FLOOR 892.1LOW OPENING 881.0PROPOSED HOUSE6630 DAKOTA TRGARAGE 885.50LOW FLOOR 878.67FIRST FLOOR 889.00LOW OPENING 885.5SUMPDISCHARGELOCATIONEMERGENCY OVERFLOW5-FT WIDE RIPRAP SWALEELEV = 876.0INFILTRATION BASIN(SEE DETAIL)BOTTOM 874.0OUTLET 874.5HWL 876.0SSSSSSSSSSSSSSSSSSSSSSSSOILBORINGSUMPDISCHARGELOCATIONFLOODPLAIN FILL = 995 CFSURFACE FLOODPLAIN MITIGATION = 688 CFUNDERGROUND FLOODPLAIN MITIGATION = 7,800 CFTOTAL FLOODPLAIN MITIGATION = 8,468 CFAS-BUILD FLOODPLAIN MITIGATIONBEING 5 FEET IN WIDTH AND ADJOINING SIDE LOT LINESAND 10 FEET IN WIDTH AND ADJOINING STREET LINES ANDREAR LOT LINES, UNLESS OTHERWISE SHOWN ON THIS PLAT.GENERAL NOTES1.THE INFORMATION SHOWN ON THESE DRAWINGS CONCERNING TYPE AND LOCATIONOF EXISTING UTILITIES IS NOT GUARANTEED TO BE ACCURATE OR ALL INCLUSIVE.THE CONTRACTOR IS RESPONSIBLE FOR MAKING HIS OWN DETERMINATION AS TOTYPE AND LOCATION OF UTILITIES AS NECESSARY TO AVOID DAMAGE TO THESEUTILITIES.2.CALL GOPHER STATE ONE CALL AT LEAST 48 HOURS PRIOR TO ANY EXCAVATIONSFOR EXISTING UTILITIES LOCATIONS.3.THE CONTRACTOR SHALL FIELD VERIFY SIZE, ELEVATION, AND LOCATION OFEXISTING UTILITIES AND NOTIFY ENGINEER OF ANY DISCREPANCIES PRIOR TO THESTART OF INSTALLATIONS.4.ALL UTILITY AND STREET INSTALLATIONS SHALL CONFORM TO THE CITY STANDARDSPECIFICATIONS AND DETAIL PLATES.5.ALL WORK SHALL BE PERFORMED DURING CITY APPROVED WORKING HOURS.6.PARKING, EQUIPMENT STORAGE OR MATERIAL STORAGE SHALL NOT BE ALLOWED ONPUBLIC STREETS OR WITHIN PUBLIC RIGHT-OF-WAY.7.NOTIFY CITY A MINIMUM OF 48 HOURS PRIOR TO THE COMMENCEMENT OFCONSTRUCTION.8.ALL ELECTRIC, TELEPHONE, AND GAS EXTENSIONS INCLUDING SERVICE LINES SHALLBE CONSTRUCTED TO THE APPROPRIATE UTILITY COMPANY SPECIFICATIONS. ALLUTILITY DISCONNECTIONS SHALL BE COORDINATED WITH THE APPROPRIATE UTILITYCOMPANY.9.THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING AND MAINTAININGTRAFFIC CONTROL, SUCH AS BARRICADES, WARNING SIGNS, DIRECTIONAL SIGNS,FLAGMEN AND LIGHTS, AS NECESSARY TO CONTROL THE MOVEMENT OF TRAFFIC.LEGENDEXISTING BITUMINOUSEXISTING CATCH BASINEXISTING TREESEXISTING HYDRANTHYDEXISTING WATER MAINEXISTING GATE VALVEEXISTING STORM MANHOLEEXISTING STORM SEWEREXISTING TELEPHONE PEDESTAL(GUTTERLINE, BITUMINOUS SURFACE, OR GROUNDSURFACE UNLESS OTHERWISE INDICATED)920.60920.99PROPOSED SPOT ELEVATIONEXISTING SPOT ELEVATIONPROPOSED SILT FENCES928PROPOSED CONTOUREXISTING CONTOURPROPOSED WATER PIPEEXISTING OVERHEAD ELECTRICOHWGEEXISTING UTILITY POLEEXISTING SANITARY SEWERPROPOSED SANITARY SEWER PIPETELEXISTING UNDERGROUND TELEPHONEPROPOSED STORM SEWER PIPEPROPOSED STORM CATCH BASIN/MANHOLEEXISTING ELECTRICAL PEDESTALEXISTING SANITARY SEWER MANHOLEEXISTING FLARED-END SECTIONEXISTING FENCEXEXISTING CABLE PEDESTALEXISTING UNDERGROUND CABLECBLPROPOSED DIRECTION OF DRAINAGE930FMEXISTING FORCEMAIND4.0%930SCETWVPROPOSED INLET PROTECTIONPROPOSED BIOROLLSDPROPOSED TREE PROTECTION FENCING (PROTECTED ZONE)PROPOSED RIP-RAP(22" x 34")1 INCH = 20 FEETHORIZONTAL200102040NORTHS:\PLOWE\CAD\23PROJ\2105 DAKOTA TRAIL LOT 2\2105 CAD\2105 BASE 23 AS-BUILD.DWGMonday, December 2, 2024 4:29:44 PM23-2105FAX: (651) 361-8701
PHONE: (651) 361-8210
LINO LAKES, MN 55014
6776 LAKE DRIVE
SUITE 110
SITE PLANNING
& ENGINEERING
PLOWE
ENGINEERING, INC.
PREPARED FOR: ADOR - BESPOKE HOMES
EDINA, MN
1
2
4
5
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MQA
AG
CHECK BY:
DRAWN BY:
23-2105
DATE:
JOB NO:
09/28/23DESCRIPTIONDATENO.
SHEET
AB
Date: License No. 43963
ADAM GINKEL
12.03.2024
I hereby certify that this plan 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.
AS-BUILD PLAN
6620 & 6630 DAKOTA TR 6620 DAKOTA TRDESIGN IMPERVIOUS= 3,208 SFACTUAL IMPERVIOUS= 3,699 SF6630 DAKOTA TRDESIGN IMPERVIOUS= 5,605 SFACTUAL IMPERVIOUS= 5,734 SF885.90889.72891.50880.72873.8874.45
LEGENDEXISTING BITUMINOUSEXISTING CATCH BASINEXISTING TREESEXISTING HYDRANTHYDEXISTING WATER MAINEXISTING GATE VALVEEXISTING STORM MANHOLEEXISTING STORM SEWEREXISTING TELEPHONE PEDESTAL920.99EXISTING SPOT ELEVATIONEXISTING CONTOURPROPOSED WATER PIPEEXISTING OVERHEAD ELECTRICOHWGEEXISTING UTILITY POLEEXISTING SANITARY SEWERPROPOSED SANITARY SEWER PIPETELEXISTING UNDERGROUND TELEPHONEPROPOSED STORM SEWER PIPEPROPOSED STORM CATCH BASIN/MANHOLEEXISTING ELECTRICAL PEDESTALEXISTING SANITARY SEWER MANHOLEEXISTING FLARED-END SECTIONEXISTING FENCEXEXISTING CABLE PEDESTALEXISTING UNDERGROUND CABLECBLFMEXISTING FORCEMAIND930SCETWVDBEING 5 FEET IN WIDTH AND ADJOINING SIDE LOT LINESAND 10 FEET IN WIDTH AND ADJOINING STREET LINES ANDREAR LOT LINES, UNLESS OTHERWISE SHOWN ON THIS PLAT.GENERAL NOTES1.THE INFORMATION SHOWN ON THESE DRAWINGS CONCERNING TYPE AND LOCATIONOF EXISTING UTILITIES IS NOT GUARANTEED TO BE ACCURATE OR ALL INCLUSIVE.THE CONTRACTOR IS RESPONSIBLE FOR MAKING HIS OWN DETERMINATION AS TOTYPE AND LOCATION OF UTILITIES AS NECESSARY TO AVOID DAMAGE TO THESEUTILITIES.2.CALL GOPHER STATE ONE CALL AT LEAST 48 HOURS PRIOR TO ANY EXCAVATIONSFOR EXISTING UTILITIES LOCATIONS.3.THE CONTRACTOR SHALL FIELD VERIFY SIZE, ELEVATION, AND LOCATION OFEXISTING UTILITIES AND NOTIFY ENGINEER OF ANY DISCREPANCIES PRIOR TO THESTART OF INSTALLATIONS.4.ALL UTILITY AND STREET INSTALLATIONS SHALL CONFORM TO THE CITY STANDARDSPECIFICATIONS AND DETAIL PLATES.5.ALL WORK SHALL BE PERFORMED DURING CITY APPROVED WORKING HOURS.6.PARKING, EQUIPMENT STORAGE OR MATERIAL STORAGE SHALL NOT BE ALLOWED ONPUBLIC STREETS OR WITHIN PUBLIC RIGHT-OF-WAY.7.NOTIFY CITY A MINIMUM OF 48 HOURS PRIOR TO THE COMMENCEMENT OFCONSTRUCTION.8.ALL ELECTRIC, TELEPHONE, AND GAS EXTENSIONS INCLUDING SERVICE LINES SHALLBE CONSTRUCTED TO THE APPROPRIATE UTILITY COMPANY SPECIFICATIONS. ALLUTILITY DISCONNECTIONS SHALL BE COORDINATED WITH THE APPROPRIATE UTILITYCOMPANY.9.THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING AND MAINTAININGTRAFFIC CONTROL, SUCH AS BARRICADES, WARNING SIGNS, DIRECTIONAL SIGNS,FLAGMEN AND LIGHTS, AS NECESSARY TO CONTROL THE MOVEMENT OF TRAFFIC.STORM SEWER NOTES1.STORM SEWER MATERIALS SHALL BE:1.1.HIGH-DENSITY POLYETHYLENE PIPE (HDPE)1.2.HDPE PIPE SHALL MEET THE REQUIREMENTS OF AASHTO M294, TYPE S WITHWATERTIGHT CONNECTIONS. USE SAND/GRANULAR MATERIAL FOR BACKFILLINGAND COMPACTION OF HDPE/PVC PIPE IN ACCORDANCE WITH THEREQUIREMENTS OF ASTM 2321.2.FIELD VERIFY SIZE, ELEVATION, AND LOCATION OF EXISTING STORM SEWER ANDNOTIFY ENGINEER OF ANY DISCREPANCIES PRIOR TO ANY INSTALLATIONS.3.STORM SEWER LENGTHS INCLUDE THE LAYING LENGTH OF THE FLARED-ENDSECTION. LAYING LENGTH OF APRON TO BE DEDUCTED FROM PAYMENT LENGTH OFPIPE.872.3SEWER8
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XXXXXXXXCHAIN LINK FENCEWOOD FENCEDENOTES FIELD DATACOLLECTOR POINT NUMBER (TYP.)SEE SHEET 2 OF 2 FOR TREEINVENTORY TABLE6050150.05>>>>>>>>>>>>lllllllllllllllllllllllllll>>>>>>>>>>>>>>>>>>>>>>>>>>6399
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INV-EA >>>>>>>>>>>>>>FMFMFMFMFMFMFMFMFMFMFMFMDEXISTING SAN MHRE 872.35IE ~860.0 (FROM AS-BUILDS)EXISTING 8" VCP @ 0.40% (FROM AS-BUILDS)EXIST
ING 8" VCP
@ 0.40% (FROM AS
-BU
ILDS)EXISTING 6" DIP WATER MAIN (FROM AS-BUILDS)PROPOSED HOUSE6620 DAKOTA TRLOW FLOOR 881.0FIRST FLOOR 892.1LOW OPENING 881.0PROPOSED HOUSE6630 DAKOTA TRGARAGE 885.50LOW FLOOR 878.67FIRST FLOOR 889.00LOW OPENING 885.5DDEXISTING 9" VCP @ 2.92% (FROM AS-BUILDS)EXISTING 4" DIP FORCEMAINEXISTING SAN MHRE 872.00IEW ~860.0 (FROM AS-BUILDS)IEE ~859.5 (FROM AS-BUILDS)5551050'-12" HDPE @ 2.00%12" HDPEINV 874.00STORM MH 1(DIA. = 48")RE 874.50IEW 870.30IES 870.00(SEE DETAIL)NEENAH R-4341CONNECT TO EXISTING CATCH BASIN VIACORE DRILL AT INVERT 867.40 (FIELDVERIFY EXISTING CATCH BASIN INVERTPRIOR TO ANY INSTALLATIONS)NYLOPLAST CATCH BASIN 52818AG01XRE 883.50IE 881.00OPEN GRATE COVERNYLOPLAST MH 42818AG02XRE 883.0IE 880.003-FT SUMPSOLID COVER28'-15" RCP@ 9.29%34'-12" HDPE @ 17.65%NEENAH R-4995-A1 TRENCH DRAIN(IN CONCRETE) WITH PIPED OUTLETIE 876.03 +/-IE 876.03 +/-IE 876.38 +/-IE 876.28 +/-NEENAH R-4995-A1 TRENCH DRAIN(IN CONCRETE) WITH PIPED OUTLETSOILBORING8" PVC W/ RODENT GUARDINV 871.00CLEAN-OUT69' (TOTAL) 8"PVC @ 1.01%S:\PLOWE\CAD\23PROJ\2105 DAKOTA TRAIL LOT 2\2105 CAD\2105 BASE 23 AS-BUILD.DWGMonday, December 2, 2024 4:29:44 PM23-2105FAX: (651) 361-8701
PHONE: (651) 361-8210
LINO LAKES, MN 55014
6776 LAKE DRIVE
SUITE 110
SITE PLANNING
& ENGINEERING
PLOWE
ENGINEERING, INC.
PREPARED FOR: ADOR - BESPOKE HOMES
EDINA, MN
1
2
4
5
6
7
8
3
CWP
AG
CHECK BY:
DRAWN BY:
23-2105
DATE:
JOB NO:
09/28/23DESCRIPTIONDATENO.
SHEET
C3.2
Date: License No. 43963
ADAM GINKEL
12.03.2024
I hereby certify that this plan 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.
UTILITY PLAN - STORM SEWER (22" x 34")1 INCH = 10 FEETHORIZONTAL10051020NORTH6620 & 6630 DAKOTA TR NMCWD & EDINA COMMENTS10-31-23
FLOODPLAIN FILL/MITIGATION11-15-23884.07881.32882.94879.7846'3.35%875.2238'12.00%871.18NOT INSTALLED - STRAIGHTRUN TO MANHOLE70'70'874.45870.24869.95885.90889.72891.50880.72RECORD DRAWING12-02-24