HomeMy WebLinkAboutVillas of Crest Woods - Redlined plans - City Comments 04262021Civil Engineering Surveying Landscape Architecture4931 W. 35th Street, Suite 200St. Louis Park, MN 55416civilsitegroup.com 612-615-0060THE VILLAS AT CREST WOODS
PRIOR LAKE, MINNESOTA
7455 FRANCE AVENUE SOUTH, SUITE 351, EDINA, MN 55435
PRIOR LAKE DEVELOPMENT, LLC
PROJECT
ISSUE/SUBMITTAL SUMMARYDATEDESCRIPTION............PROJECT NUMBER:20302............3-15-21PRELIMINARY PLAT/ PUD SUBMITTALDRAWN BY:REVIEWED BY:KTMP..............COPYRIGHT CIVIL SITE GROUP INC.cP
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N44263Matthew R. PavekLICENSE NO.DATEI HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION, OR REPORT WASPREPARED BY ME OR UNDER MY DIRECTSUPERVISION AND THAT I AM A DULYLICENSED PROFESSIONAL ENGINEERUNDER THE LAWS OF THE STATE OFMINNESOTA.3-15-21REVISION SUMMARYDATEDESCRIPTIONC0.0TITLE SHEET............THE VILLAS AT CREST WOODSPRIOR LAKE, MINNESOTASHEET INDEXSHEET NUMBERSHEET TITLEC0.0TITLE SHEETSITE LOCATIONSITE LOCATION MAPNSITE SURVEYV1.0OVERALL UTILITY PLANC4.0ISSUED FOR: PRELIMINARY PLAT/ PUD CITY SUBMITTALDEVELOPER / PROPERTY OWNER:PRIOR LAKE DEVELOPMENT, LLC7455 FRANCE AVENUESUITE 351EDINA, MN 55435CONTACT: ADAM SERAPHINE612.616.5801ENGINEER / LANDSCAPE ARCHITECT:CIVIL SITE GROUP4931 W 35TH STREETSUITE 200ST LOUIS PARK, MN 55416CONTACT: KEVIN TEPPEN612-615-0060SURVEYOR:GEOTECHNICAL ENGINEER:SWPPP - EXISTING CONDITIONSSW1.0OVERALL GRADING PLANC3.0C5.0C5.1L1.0CIVIL DETAILSOVERALL LANDSCAPE PLANSWPPP - PROPOSED CONDITIONSSW1.1SWPPP - DETAILSSW1.2C2.0OVERALL SITE PLANSWPPP - NARRATIVESW1.3CIVIL DETAILSC1.0REMOVALS PLANC5.2CIVIL DETAILSKnow what'sbelow.before you dig.CallRSWPPP - ATTACHMENTSSW1.4SWPPP - ATTACHMENTSSW1.5BRAUN INTERTEC CORPORATION11001 HAMPSHIRE AVENUE S.MINNEAPOLIS, MN 55438CONTACT: GREGG JANDRO952.995.2000L1.1LANDSCAPE PLANC1.2TREE LISTJAMES R. HILL, INC.2500 W. C.R.42,SUITE 120BURNSVILLE, MN 55337CONTACT: MARCUS HAMPTON952.890.6044ALL EXISTING UTILITY LOCATIONS SHOWN AREAPPROXIMATE. CONTACT "GOPHER STATE ONE CALL"(651-454-0002 OR 800-252-1166) FOR UTILITY LOCATIONS,48 HOURS PRIOR TO CONSTRUCTION. THECONTRACTOR SHALL REPAIR OR REPLACE ANY UTILITIESTHAT ARE DAMAGED DURING CONSTRUCTION AT NOCOST TO THE OWNER.L1.2LANDSCAPE PLANC5.3CIVIL DETAILSUTILITY PLANC4.1UTILITY PLANC4.2GRADING PLANC3.1GRADING PLANC3.2C2.1SITE PLANC2.2SITE PLANC1.1REMOVALS PLANCIVIL SITE GROUP4931 W 35TH STREETSUITE 200ST LOUIS PARK, MN 55416CONTACT: RORY SYNSTELIEN612-615-0060C5.4CIVIL DETAILS
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VICINITY MAP
LEGEND
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FOUND IRON PIPE
FOUND NAIL
SET IRON PIPE
SET NAIL
AIR CONDITIONER UNIT
GUARD POST
LIGHT POLE
MAILBOX
SIGN
RETAINING WALL
HANDHOLE
TELEPHONE BOX
TELEVISION BOX
OVERHEAD UTILITY
UNDERGROUND TELEPHONE
TRANSFORMER
ELECTRIC METER
GUY WIRE
POWER POLE
UNDERGROUND ELECTRIC
GAS METER
PROPANE TANK
UNDERGROUND GAS
SANITARY MANHOLE
CURB STOP
GATE VALVE
HYDRANT
WELL
WOOD FENCECLEANOUT
CATCH BASIN
PAVER SURFACE
BITUMINOUS SURFACE
CONCRETE SURFACE
VAULT
DRAWN BY
DATE
REVISIONS
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CAD FILE
37P.GZJ
PROJECT NO.
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SHEET 1 OF 1
1.The bearing system is based on the West line of the Southeast Quarter of Section 24, which is assumed
to bear North 00 degrees 31 minutes 20 seconds East.
2.Vertical relief shown hereon was obtained from the Minnesota Department of Natural Resources
mapping application, MnTOPO.
Description from title commitment:
Parcel 1:
That part of the South 537.76 feet of the North 2030 feet of the West Half of the Southeast Quarter of
Section 24, Township 115, Range 22, Scott County, Minnesota, lying West of the East 500 feet of said
West Half of the Southeast Quarter, according to the United States Government Survey thereof.
Parcel 2:
That part of the South 500.00 feet of the North 1500.00 feet of the West Half of the Southeast Quarter
of Section 24, Township 115, Range 22, Scott County, Minnesota, lying North and East of the following
described line:
Beginning at the Southwest corner of the North 1492.24 feet of said West Half of the Southeast
Quarter, thence Easterly along the South line of said North 1492.24 feet to the West line of the East
500.00 feet of said West Half of the Southeast Quarter; thence Southerly along said West line of the
East 500.00 feet, 7.76 feet to the South line of said North 1500.00 feet; thence East along said South
line of the North 1500.00 feet to the East line of said West Half of the Southeast Quarter and there
terminating.
Together with the South 220.00 feet of the East 792.00 feet of the North 1000.00 feet of the West Half
of the Southeast Quarter of Section 24, Township 115, Range 22, Scott County, Minnesota.
Referencing Title Commitment No. 110041-19-00913-MN, dated 07/23/2019, that CalAtlantic National Title
Solutions, as agent for North American Title Insurance Company, has provided us, the following comments
on easements etc., that the property is subject to in Schedule B, Section 2 thereof using the same
numbering system as in said Schedule B, Section 2. Items 1-10 and 17-18 are not Survey related items and
therefor are not listed below.
11. Highway Easement in favor of Scott County, dated March 11, 1981, filed June 22, 1981, as Document
No. 182128. (Parcels 1 and 2). The easement is shown on the survey.
12. Easement as described in Book 92 of Easements, dated October 18, 1939 and filed November 25, 1939;
as partially released by the Quit Claim Deed, dated January 3, 1984 and filed August 14, 1984, as
Document No. 203910; as assigned by the Quit Claim Deed acknowledged May 7, 1987 and filed May
20, 1987, as Document No. 234222; as further assigned by Conveyance, Assignment and Bill of Sale,
dated December 31, 1990 and filed January 11, 1991, as Document No. 277981; see also Correction of
Conveyance, Assignment and Bill of Sale dated August 19, 1992 and filed August 24, 1992, as Document
No. 300573; see also Correction of Conveyance, Assignment and Bill of Sale, dated March 3, 1993 and
filed March 12, 1993, as Document No. 310416. The easement is not on, or does not touch, the
surveyed property, and is not shown on the survey.
13. Right-of-Way Easement in favor of Minnesota Valley Electric Cooperative dated May 15, 1985 and filed
December 24, 1985, as Document No. 216156. The easement is shown on the survey.
14. Highway Easement in favor of Scott County dated June 14, 1993 and filed June 21, 1993, as Document
No. 315917. (Parcel 2) The easement is shown on the survey.
15. Highway Easement in favor of Scott County dated June 14, 1993 and filed July 2, 1993, as Document
No. 316807. (Parcel 1) The easement is shown on the survey.
16. Subject to Crest Avenue/County Road 18 as shown on available maps. The right of way is shown on
the survey.
1.Monuments have been placed at all corners of the boundary of the property, unless already marked or
referenced by existing monuments or witnesses in close proximity to the corner, as shown on the
survey.
2.The subject property addresses and property identification numbers are as follows:
Parcel 1:13755 Crest Avenue NE 259240023
Parcel 2:13855 Crest Avenue NE 259240025
3.The subject property lies within Flood Plain Zone X (areas determined to be outside the 500-year flood
plain) per Federal Insurance Rate Map No. 270432000C dated 11/19/1997.
4.The gross area of the surveyed property is 29.144 Acres or 1,269,505 Square Feet.
7.a) The building and exterior dimensions of the outside wall at ground level are shown on the survey. It
may not be the foundation wall.
8.Substantial features observed in the process of conducting the fieldwork are shown on the survey.
11.Underground utilities are shown per:
Gopher State One Call, Ticket Nos. 191932075 & 191932076, dated 07/18/2019.
A Gopher State One Call (GSOC) request was placed on 07/12/2019 for utility locates on this site.
Source information from plans and markings has been combined with observed evidence of utilities to
to develop a view of underground utilities. However, lacking excavation, the exact location of
underground features cannot be accurately, completely, and reliably depicted. In addition, some utility
locate requests from surveyors may be ignored or result in an incomplete response. The surveyor has
compiled the markings made on the ground, the maps provided, and the observed evidence to show
utilities hereon. Where additional or more detailed information is required, the client is advised that
excavation and/or a private utility locate request may be necessary. Pursuant to MS 216.D contact
Gopher State One Call at 651-454-0002 prior to any excavation.
18.No wetland delineation markers were observed in the process of conducting the fieldwork.
"TABLE A" NOTES
To U.S. Home Corporation, a Delaware corporation; CalAtlantic National Title Solutions; and North American
Title Insurance Company:
This is to certify that this map or plat and the survey on which it is based were made in accordance with the
2016 Minimum Standard Detail Requirements for ALTA/NSPS Land Title Surveys, jointly established and
adopted by ALTA and NSPS, and includes Items 1, 2, 3, 4, 7(a), 8, 11, and 18 of Table A thereof.
The fieldwork was completed on July 25th, 2019.
Date of Plat or Map: month day, 2019
James R. Hill, Inc.
Marcus F. Hampton, Land Surveyor, MN License No. 47481
CERTIFICATION 13755 & 13855 CREST AVENUE NEPRIOR LA.E 0INNESOTAALTA/NSPS LAND TITLE SURVEYFORLENNAR135 3TH AVENUE NORTH SUITE PLY0OUTH 0N 555 WEST C.R. SUITE 1 BURNSVILLE 0N 55337PHONE 5.8 . PKDPSWRQ#MUKLQF.FRPPLANNERS EN*INEERS SURVEYORSZZZ.MUKLQF.FRPJames R. Hill, Inc.NOT TO SCALE
SCHEDULE B EXCEPTION NO.#
WIRE FENCE
o VINYL FENCE
SURVEYED PROPERTY
SURVEY NOTES
SECTION 24, TWP. 115, R. 22
140TH ST.NE.CREST AVE NECREST AVE NEMUHLENHARDT RD SHORIZON
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21314REMOVE EXISTINGPAVEMENT AND BASEMATERIAL, TYP.REMOVE EXISTINGCURB ANDGUTTER, TYP.REMOVE EXISTINGPAVEMENT AND BASEMATERIAL, TYP.REMOVE FENCE, TYP.REMOVE FENCE, TYP.REMOVE FENCE,TYP.REMOVE FENCE, TYP.REMOVE GARDEN,TYP.REMOVE LIGHT, TYP.REMOVE EX BUILDING, STRUCTURES,FOUNDATIONS, FOOTINGS & BASEMATERIALS, PER LOCAL STATE & FEDERALSTANDARDS. REMOVE/DISCONNECT ALLSERVICES & UTILITIES PER UTILITYCOMPANY AND/OR L.G.U. STANDARDSREMOVE FENCE,TYP.ALL UNUSED EXISTING WATER SERVICESWITHIN THE PROPOSED LIMITS SHALL BEREMOVED AND ABANDONED BACK TO THEMAIN PER CITY OF MINNEAPOLIS STANDARDSREMOVE ALL EXISTINGUTILITY SERVICES PERUTILITY COMPANY ANDCITY STANDARDSEXISTINGPOWER POLEAND POWERLINES TO BERELOCATED,COORDINATEWITH UTILITYCOMPANY, TYP.REMOVE EXISTING TREEAND BALL ROOT, TYP.REMOVE EXISTING TREEAND BALL ROOT, TYP.REMOVE EXISTING TREEAND BALL ROOT, TYP.REMOVE EXISTING TREEAND BALL ROOT, TYP.EXISTING TREES TO REMAIN,PROVIDE TREE PROTECTIONFENCING, TYP.EXISTING TREES TO REMAIN,PROVIDE TREE PROTECTIONFENCING, TYP.REMOVE EXISTINGUTILITY SERVICESPER CITYSTANDARDSREMOVE EXISTINGWETLAND, (443 SF)REMOVE EXISTINGWETLAND, (1421 SF)PROTECT EXISTINGWETLAND.PROTECT EXISTINGWETLAND.REMOVALS LEGEND:TREE PROTECTIONREMOVAL OF PAVEMENT AND ALL BASE MATERIAL,INCLUDING BIT., CONC., AND GRAVEL PVMTS.REMOVAL OF STRUCTURE INCLUDING ALLFOOTINGS AND FOUNDATIONS.TREE REMOVAL - INCLUDING ROOTS AND STUMPSCivil Engineering Surveying Landscape Architecture4931 W. 35th Street, Suite 200St. Louis Park, MN 55416civilsitegroup.com 612-615-0060THE VILLAS AT CREST WOODS
PRIOR LAKE, MINNESOTA
7455 FRANCE AVENUE SOUTH, SUITE 351, EDINA, MN 55435
PRIOR LAKE DEVELOPMENT, LLC
PROJECT
ISSUE/SUBMITTAL SUMMARYDATEDESCRIPTION............PROJECT NUMBER:20302............3-15-21PRELIMINARY PLAT/ PUD SUBMITTALDRAWN BY:REVIEWED BY:KTMP..............COPYRIGHT CIVIL SITE GROUP INC.cP
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N44263Matthew R. PavekLICENSE NO.DATEI HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION, OR REPORT WASPREPARED BY ME OR UNDER MY DIRECTSUPERVISION AND THAT I AM A DULYLICENSED PROFESSIONAL ENGINEERUNDER THE LAWS OF THE STATE OFMINNESOTA.3-15-2101" = 50'-0"50'-0"25'-0"NREVISION SUMMARYDATEDESCRIPTIONC1.0REMOVALS PLAN............Know what'sbelow.before you dig.CallREX. 1' CONTOUR ELEVATION INTERVALREMOVE CURB AND GUTTER. IF IN RIGHT-OF-WAY,COORDINATE WITH LOCAL GOVERNING UNIT.SEE SWPPP ON SHEETS SW1.0 - SW1.5EROSION CONTROL NOTES:DLTREE PROTECTIONN T S25'FURNISH A AND INSTALL TEMPORARY FENCE AT THE TREE'S DRIP LINE OR CONSTRUCTION LIMITS ASSHOWN ON PLAN, PRIOR TO ANY CONSTRUCTION. WHERE POSSIBLE PLACE FENCE 25' BEYOND DRIPLINE. PLACE TREE PROTECTION SIGN ON POSTS, ONE PER INDIVIDUAL TREE (FACING CONSTRUCTIONACTIVITY), OR ONE EVERY 100' LF ALONG A GROVE OR MULTI-TREE PROTECTION AREA.POSTS AND FENCINGEXTEND FENCE 25'BEYOND DRIPLINEWHERE POSSIBLETREE PROTECTION SIGN, TYP.TREE DRIPLINE, ORCONSTRUCTION LIMITS1REMOVAL NOTES:1.ALL EXISTING UTILITY LOCATIONS SHOWN ARE APPROXIMATE. CONTACT "GOPHER STATE ONE CALL" (651-454-0002 OR 800-252-1166) FORUTILITY LOCATIONS, 48 HOURS PRIOR TO CONSTRUCTION. THE CONTRACTOR SHALL REPAIR OR REPLACE ANY UTILITIES THAT ARE DAMAGEDDURING CONSTRUCTION AT NO COST TO THE OWNER.2.SEE STORM WATER POLLUTION PREVENTION PLAN (SWPPP) PLAN FOR CONSTRUCTION STORM WATER MANAGEMENT PLAN.3.REMOVAL OF MATERIALS NOTED ON THE DRAWINGS SHALL BE IN ACCORDANCE WITH MNDOT, STATE AND LOCAL REGULATIONS.4.REMOVAL OF PRIVATE UTILITIES SHALL BE COORDINATED WITH UTILITY OWNER PRIOR TO CONSTRUCTION ACTIVITIES.5.EXISTING PAVEMENTS SHALL BE SAWCUT IN LOCATIONS AS SHOWN ON THE DRAWINGS OR THE NEAREST JOINT FOR PROPOSED PAVEMENTCONNECTIONS.6.REMOVED MATERIALS SHALL BE DISPOSED OF TO A LEGAL OFF-SITE LOCATION AND IN ACCORDANCE WITH STATE AND LOCAL REGULATIONS.7.ABANDON, REMOVAL, CONNECTION, AND PROTECTION NOTES SHOWN ON THE DRAWINGS ARE APPROXIMATE. COORDINATE WITH PROPOSEDPLANS.8.EXISTING ON-SITE FEATURES NOT NOTED FOR REMOVAL SHALL BE PROTECTED THROUGHOUT THE DURATION OF THE CONTRACT.9.PROPERTY LINES SHALL BE CONSIDERED GENERAL CONSTRUCTION LIMITS UNLESS OTHERWISE NOTED ON THE DRAWINGS. WORK WITHIN THEGENERAL CONSTRUCTION LIMITS SHALL INCLUDE STAGING, DEMOLITION AND CLEAN-UP OPERATIONS AS WELL AS CONSTRUCTION SHOWN ONTHE DRAWINGS.10.MINOR WORK OUTSIDE OF THE GENERAL CONSTRUCTION LIMITS SHALL BE ALLOWED AS SHOWN ON THE PLAN AND PER CITY REQUIREMENTS.11.DAMAGE BEYOND THE PROPERTY LIMITS CAUSED BY CONSTRUCTION ACTIVITY SHALL BE REPAIRED IN A MANNER APPROVED BY THEENGINEER/LANDSCAPE ARCHITECT OR IN ACCORDANCE WITH THE CITY.12.PROPOSED WORK (BUILDING AND CIVIL) SHALL NOT DISTURB EXISTING UTILITIES UNLESS OTHERWISE SHOWN ON THE DRAWINGS ANDAPPROVED BY THE CITY PRIOR TO CONSTRUCTION.13.SITE SECURITY MAY BE NECESSARY AND PROVIDED IN A MANNER TO PROHIBIT VANDALISM, AND THEFT, DURING AND AFTER NORMAL WORKHOURS, THROUGHOUT THE DURATION OF THE CONTRACT. SECURITY MATERIALS SHALL BE IN ACCORDANCE WITH THE CITY.14.VEHICULAR ACCESS TO THE SITE SHALL BE MAINTAINED FOR DELIVERY AND INSPECTION ACCESS DURING NORMAL OPERATING HOURS. AT NOPOINT THROUGHOUT THE DURATION OF THE CONTRACT SHALL CIRCULATION OF ADJACENT STREETS BE BLOCKED WITHOUT APPROVAL BYTHE CITY PRIOR TO CONSTRUCTION ACTIVITIES.15.ALL TRAFFIC CONTROLS SHALL BE PROVIDED AND ESTABLISHED PER THE REQUIREMENTS OF THE MINNESOTA MANUAL ON UNIFORM TRAFFICCONTROL DEVICES (MMUTCD) AND THE CITY. THIS SHALL INCLUDE, BUT NOT BE LIMITED TO, SIGNAGE, BARRICADES, FLASHERS, ANDFLAGGERS AS NEEDED. ALL PUBLIC STREETS SHALL REMAIN OPEN TO TRAFFIC AT ALL TIMES. NO ROAD CLOSURES SHALL BE PERMITTEDWITHOUT APPROVAL BY THE CITY.16.SHORING FOR BUILDING EXCAVATION MAY BE USED AT THE DISCRETION OF THE CONTRACTOR AND AS APPROVED BY THE OWNERSREPRESENTATIVE AND THE CITY PRIOR TO CONSTRUCTION ACTIVITIES.17.STAGING, DEMOLITION, AND CLEAN-UP AREAS SHALL BE WITHIN THE PROPERTY LIMITS AS SHOWN ON THE DRAWINGS AND MAINTAINED IN AMANNER AS REQUIRED BY THE CITY.18.ALL EXISTING SITE TRAFFIC/REGULATORY SIGNAGE TO BE INVENTORIED AND IF REMOVED FOR CONSTRUCTION SHALL BE RETURNED TO LGU.19.ALL EXISTING UTILITY LOCATIONS SHOWN ARE APPROXIMATE. CONTACT "GOPHER STATE ONE CALL" (651-454-0002 OR 800-252-1166) FORUTILITY LOCATIONS, 48 HOURS PRIOR TO CONSTRUCTION. THE CONTRACTOR SHALL REPAIR OR REPLACE ANY UTILITIES THAT ARE DAMAGEDDURING CONSTRUCTION AT NO COST TO THE OWNER.CITY OF PRIOR LAKE REMOVAL NOTES:1.THE PERIMETER/DOWNSTREAM SEDIMENT CONTROL BMPS SHOULD BE INSTALLED BYTHE CONTRACTOR AND INSPECTED BY THE CITY PRIOR TO ANY SITE WORK.
P A R C E L
11115GUTTER, TYP.REMOVE EXISTINGPAVEMENT AND BASEMATERIAL, TYP.REMOVE EXISTINGCURB ANDGUTTER, TYP.REMOVE EXISTINGCURB ANDGUTTER, TYP.REMOVE EXISTINGPAVEMENT AND BASEMATERIAL, TYP.REMOVE EXISTINGPAVEMENT AND BASEMATERIAL, TYP.REMOVE FENCE,TYP.REMOVE GARDEN,TYP.REMOVE EX BUILDING, STRUCTURES,FOUNDATIONS, FOOTINGS & BASEMATERIALS, PER LOCAL STATE & FEDERALSTANDARDS. REMOVE/DISCONNECT ALLSERVICES & UTILITIES PER UTILITYCOMPANY AND/OR L.G.U. STANDARDSALL UNUSED EXISTING WATER SERVICESWITHIN THE PROPOSED LIMITS SHALL BEREMOVED AND ABANDONED BACK TO THEMAIN PER CITY OF MINNEAPOLIS STANDARDSREMOVE ALL EXISTINGUTILITY SERVICES PERUTILITY COMPANY ANDCITY STANDARDSREMOVE EXISTING TREEAND BALL ROOT, TYP.REMOVE EXISTING TREEAND BALL ROOT, TYP.REMOVE EXISTING TREEAND BALL ROOT, TYP.PROVIDE TREE PROTECTIONFENCING, TYP.REMOVE EXISTINGUTILITY SERVICESPER CITYSTANDARDSREMOVE EXISTINGWETLAND, (1421 SF)PROTECT EXISTINGWETLAND.PROTECT EXISTINGWETLAND.EXISTING TREES TO REMAIN,PROVIDE TREE PROTECTIONFENCING, TYP.Civil Engineering Surveying Landscape Architecture4931 W. 35th Street, Suite 200St. Louis Park, MN 55416civilsitegroup.com 612-615-0060THE VILLAS AT CREST WOODS
PRIOR LAKE, MINNESOTA
7455 FRANCE AVENUE SOUTH, SUITE 351, EDINA, MN 55435
PRIOR LAKE DEVELOPMENT, LLC
PROJECT
ISSUE/SUBMITTAL SUMMARYDATEDESCRIPTION............PROJECT NUMBER:20302............3-15-21PRELIMINARY PLAT/ PUD SUBMITTALDRAWN BY:REVIEWED BY:KTMP..............COPYRIGHT CIVIL SITE GROUP INC.cP
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N44263Matthew R. PavekLICENSE NO.DATEI HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION, OR REPORT WASPREPARED BY ME OR UNDER MY DIRECTSUPERVISION AND THAT I AM A DULYLICENSED PROFESSIONAL ENGINEERUNDER THE LAWS OF THE STATE OFMINNESOTA.3-15-21REVISION SUMMARYDATEDESCRIPTIONC1.1REMOVALS PLAN............REMOVALS LEGEND:TREE PROTECTIONREMOVAL OF PAVEMENT AND ALL BASE MATERIAL,INCLUDING BIT., CONC., AND GRAVEL PVMTS.REMOVAL OF STRUCTURE INCLUDING ALLFOOTINGS AND FOUNDATIONS.TREE REMOVAL - INCLUDING ROOTS AND STUMPS01" = 50'-0"50'-0"25'-0"NKnow what'sbelow.before you dig.CallREX. 1' CONTOUR ELEVATION INTERVALREMOVE CURB AND GUTTER. IF IN RIGHT-OF-WAY,COORDINATE WITH LOCAL GOVERNING UNIT.SEE SWPPP ON SHEETS SW1.0 - SW1.5EROSION CONTROL NOTES:CITY OF PRIOR LAKE REMOVAL NOTES:1.THE PERIMETER/DOWNSTREAM SEDIMENT CONTROL BMPS SHOULD BE INSTALLED BYTHE CONTRACTOR AND INSPECTED BY THE CITY PRIOR TO ANY SITE WORK.DLTREE PROTECTIONN T S25'FURNISH A AND INSTALL TEMPORARY FENCE AT THE TREE'S DRIP LINE OR CONSTRUCTION LIMITS ASSHOWN ON PLAN, PRIOR TO ANY CONSTRUCTION. WHERE POSSIBLE PLACE FENCE 25' BEYOND DRIPLINE. PLACE TREE PROTECTION SIGN ON POSTS, ONE PER INDIVIDUAL TREE (FACING CONSTRUCTIONACTIVITY), OR ONE EVERY 100' LF ALONG A GROVE OR MULTI-TREE PROTECTION AREA.POSTS AND FENCINGEXTEND FENCE 25'BEYOND DRIPLINEWHERE POSSIBLETREE PROTECTION SIGN, TYP.TREE DRIPLINE, ORCONSTRUCTION LIMITS1
Civil Engineering Surveying Landscape Architecture4931 W. 35th Street, Suite 200St. Louis Park, MN 55416civilsitegroup.com 612-615-0060THE VILLAS AT CREST WOODS
PRIOR LAKE, MINNESOTA
7455 FRANCE AVENUE SOUTH, SUITE 351, EDINA, MN 55435
PRIOR LAKE DEVELOPMENT, LLC
PROJECT
ISSUE/SUBMITTAL SUMMARYDATEDESCRIPTION............PROJECT NUMBER:20302............3-15-21PRELIMINARY PLAT/ PUD SUBMITTALDRAWN BY:REVIEWED BY:KTMP..............COPYRIGHT CIVIL SITE GROUP INC.cP
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N26980KEVIN TEPPENLICENSE NO.DATEI HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION, OR REPORT WASPREPARED BY ME OR UNDER MY DIRECTSUPERVISION AND THAT I AM A DULYLICENSED LANDSCAPE ARCHITECT UNDERTHE LAWS OF THE STATE OF MINNESOTA.3-15-21REVISION SUMMARYDATEDESCRIPTIONC1.2TREE LIST............DLTREE PROTECTIONN T S25'DRIPLINE WIDTHFURNISH A AND INSTALL TEMPORARY FENCE AT THE TREE'S DRIP LINE OR CONSTRUCTION LIMITS ASSHOWN ON PLAN, PRIOR TO ANY CONSTRUCTION. WHERE POSSIBLE PLACE FENCE 25' BEYOND DRIPLINE. PLACE TREE PROTECTION SIGN ON POSTS, ONE PER INDIVIDUAL TREE (FACING CONSTRUCTIONACTIVITY), OR ONE EVERY 100' LF ALONG A GROVE OR MULTI-TREE PROTECTION AREA.POSTS AND FENCINGEXTEND FENCE 25'BEYOND DRIPLINEWHERE POSSIBLETREE PROTECTION SIGN, TYP.TREE DRIPLINE, ORCONSTRUCTION LIMITS1
BLOCK 1OTL. AOTL.
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B1131279216
GHOST PLATFUTURE ROADBLOCK 2OTL.
DPOND /INFILTRATIONBASINWETLAND 3LEAST/LOWOHWL=996.00EX 100-YR HWL=998.89PR 100-YR HWL=999.09OUTLET / EOF=1015.40OTL. APOND /INFILTRATIONBASINCONSTRUCTIONLIMITS (TYP.)CONSTRUCTIONLIMITS (TYP.)CONSTRUCTIONLIMITS (TYP.)CONSTRUCTIONLIMITS (TYP.)CONSTRUCTIONLIMITS (TYP.)CONSTRUCTIONLIMITS (TYP.)CONSTRUCTION LIMITS (TYP.)WETLAND 1LEAST/LOWOHWL=1012.20EX 100-YR HWL=1014.38PR 100-YR HWL=1014.13OUTLET / EOF=1015.40INFILTRATION BASINHAVEN RIDGE SOUTHINF EL=982.00OUTLET=982.32100-YR HWL=986.94EOF=987.101
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13WETLAND 2LEAST/LOWOHWL=1011.90EX 100-YR HWL=1015.44PR 100-YR HWL=1014.17OUTLET / EOF=1015.40WETLAND 4LEAST/LOWOHWL=1000.00EX 100-YR HWL=1002.72PR 100-YR HWL=1002.56OUTLET / EOF=1002.20WETLAND 7LEAST/LOWOHWL=979.42EX 100-YR HWL=985.08PR 100-YR HWL=984.83OUTLET / EOF=984.20BMP1INF EL=982.00OUTLET=983.80100-YR HWL=987.41EOF=987.10BMP2INF EL=996.00OUTLET=997.00100-YR HWL=1000.15EOF=1000.00Civil Engineering Surveying Landscape Architecture4931 W. 35th Street, Suite 200St. Louis Park, MN 55416civilsitegroup.com 612-615-0060THE VILLAS AT CREST WOODS
PRIOR LAKE, MINNESOTA
7455 FRANCE AVENUE SOUTH, SUITE 351, EDINA, MN 55435
PRIOR LAKE DEVELOPMENT, LLC
PROJECT
ISSUE/SUBMITTAL SUMMARYDATEDESCRIPTION............PROJECT NUMBER:20302............3-15-21PRELIMINARY PLAT/ PUD SUBMITTALDRAWN BY:REVIEWED BY:KTMP..............COPYRIGHT CIVIL SITE GROUP INC.cP
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N26980KEVIN TEPPENLICENSE NO.DATEI HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION, OR REPORT WASPREPARED BY ME OR UNDER MY DIRECTSUPERVISION AND THAT I AM A DULYLICENSED LANDSCAPE ARCHITECT UNDERTHE LAWS OF THE STATE OF MINNESOTA.3-15-21REVISION SUMMARYDATEDESCRIPTIONC2.0OVERALL SITE PLAN............01" = 100'-0"100'-0"50'-0"NKnow what'sbelow.before you dig.CallRPARK CALCULATIONS:1.RESERVED FOR CITY SPECIFIC NOTES.SITE DATA:TYPICAL 50' VILLA HOME LOT INFORMATION:LOT NUMBERPAD SIZELOT LINED & U EASEMENT10' FRONT & REAR5' SIDE (TYP.)BUILDING SETBACK25' FRONT25' REAR5' SIDES/ 25' SIDE ROW40'x70'PADROW LINECURB LINEMINIMUM LOT SIZE:6,000 SFTYPICAL 65' SF HOME LOT INFORMATION:LOT NUMBERPAD SIZELOT LINED & U EASEMENT10' FRONT & REAR5' SIDE (TYP.)BUILDING SETBACK25' FRONT25' REAR7.5' SIDES/ 25' SIDE ROW50'x55'PADROW LINECURB LINEMINIMUM LOT SIZE:8,125 SFSITE PLAN LEGEND:TRAFFIC DIRECTIONAL ARROW PAVEMENT MARKINGS(IF APPLICABLE)SIGN AND POST ASSEMBLY (IF APPLICABLE).SHOP DRAWINGS REQUIRED.NP = NO PARKING FIRE LANEST = STOPCONCRETE PAVEMENT (IF APPLICABLE) ASSPECIFIED (PAD OR WALK) SEE GEOTECHNICALREPORT FOR AGGREGATE BASE & CONCRETEDEPTHS, SEE DETAIL.PROPERTY LINECURB AND GUTTER-SEE NOTES (T.O.) TIP OUTGUTTER WHERE APPLICABLE-SEE PLANHEAVY DUTY BITUMINOUS PAVEMENT (IFAPPLICABLE). SEE GEOTECHNICAL REPORT FORAGGREGATE BASE & WEAR COURSE DEPTH, SEEDETAIL.CONSTRUCTION LIMITSTOGross Site Area: 27.37 Ac.Existing Wetland Area: 3.72 Ac.*Net Developable Area: 23.65 Ac.(Lots & Local Roads, Ponds)Zoning:Existing Zoning: Ag Agriculture2040 Land Use Guide: Low Density Residential(2-4 u/a)Proposed Zoning/ Land Use:PUDOverall Residential Units:69 lots (2.84 u/a)SF lots, 65' wide.13 lotsVilla SF lots, 50' wide.56 lotsCITY OF PRIOR LAKE SITE SPECIFIC NOTES:1.RESERVED FOR CITY SPECIFIC REMOVAL NOTES.
Property LineProperty LineProperty LineProperty Line
New ROW LineCrest Avenue NE
138th St. NE138th St. NEJackson Street NEBLOCK
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B150'180.34'15:1 TAPERLANESTRIPINGLANESTRIPING5' SIDEWALK(TYP.)STOP SIGN (TYP.)EXISTINGSTRIPINGEXISTINGSTRIPING1131279216 WETLAND (TYP.)WETLAND (TYP.)BUFFER 30' AVE./20' MIN (TYP.)BUFFER 30' AVE./20' MIN (TYP.)BUFFER 30' AVE./20' MIN (TYP.)WETLAND (TYP.)14' TRAIL ACCESSESMT.25' SETBACKLINE (TYP.)R300'R20'R150'R75'R20'R20'R50'R100'R20'80'
66'66'32'
B-B 50'32'B-B25' SETBACKLINE (TYP.)21' SETBACKLINE (TYP.)50'SETBACKLINE(TYP.)12'12'12'12'LANE STRIPINGSURMOUNTABLE CURBAND GUTTER (TYP.)SURMOUNTABLE CURBAND GUTTER (TYP.)SURMOUNTABLE CURBAND GUTTER (TYP.)12'12'PED RAMP, SEEDETAILS, TYP.STREETLIGHT (TYP.)STREETLIGHT (TYP.)STREETLIGHT (TYP.)8' BIT.TRAIL(TYP.)PED RAMP, SEEDETAILS, TYP.BLOCK
2OTL.
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30'CONC. CURB.MATCHEXISTINGCONC.CURB.MATCHEXISTINGNEW BIT.PVMT.MATCH CRSECTION30'20'50'40'55'32'B-BOTL.
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36'B-B5'SIDEWALK(TYP.)POND /INFILTRATIONBASINCONSTRUCTIONLIMITS (TYP.)CONSTRUCTIONLIMITS (TYP.)CONSTRUCTIONLIMITS (TYP.)CONSTRUCTIONLIMITS (TYP.)CONSTRUCTION LIMITS (TYP.)FUTURE 8' BIT.TRAIL5' SIDEWALK(TYP.)5'SIDEWALK(TYP.)55'32'B-BR150'WETLAND 1LEAST/LOWOHWL=1012.20EX 100-YR HWL=1014.38PR 100-YR HWL=1014.13OUTLET / EOF=1015.40INFILTRATION BASINHAVEN RIDGE SOUTHINF EL=982.00OUTLET=982.32100-YR HWL=986.94EOF=987.107840 SF 12037 SF
9361 SF6313 SF
878
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8709 SF 5815 SF 6396 SF 6396 SF
20'WETLAND 2LEAST/LOWOHWL=1011.90EX 100-YR HWL=1015.44PR 100-YR HWL=1014.17OUTLET / EOF=1015.40WETLAND 7LEAST/LOWOHWL=979.42EX 100-YR HWL=985.08PR 100-YR HWL=984.83OUTLET / EOF=984.20BMP1INF EL=982.00OUTLET=983.80100-YR HWL=987.41EOF=987.10Civil Engineering Surveying Landscape Architecture4931 W. 35th Street, Suite 200St. Louis Park, MN 55416civilsitegroup.com 612-615-0060THE VILLAS AT CREST WOODS
PRIOR LAKE, MINNESOTA
7455 FRANCE AVENUE SOUTH, SUITE 351, EDINA, MN 55435
PRIOR LAKE DEVELOPMENT, LLC
PROJECT
ISSUE/SUBMITTAL SUMMARYDATEDESCRIPTION............PROJECT NUMBER:20302............3-15-21PRELIMINARY PLAT/ PUD SUBMITTALDRAWN BY:REVIEWED BY:KTMP..............COPYRIGHT CIVIL SITE GROUP INC.cP
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N26980KEVIN TEPPENLICENSE NO.DATEI HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION, OR REPORT WASPREPARED BY ME OR UNDER MY DIRECTSUPERVISION AND THAT I AM A DULYLICENSED LANDSCAPE ARCHITECT UNDERTHE LAWS OF THE STATE OF MINNESOTA.3-15-21REVISION SUMMARYDATEDESCRIPTIONC2.1SITE PLAN............01" = 50'-0"50'-0"25'-0"NKnow what'sbelow.before you dig.CallRCITY OF PRIOR LAKE SITE SPECIFIC NOTES:1.RESERVED FOR CITY SPECIFIC REMOVAL NOTES.PARK CALCULATIONS:1.RESERVED FOR CITY SPECIFIC NOTES.TYPICAL 50' VILLA HOME LOT INFORMATION:LOT NUMBERPAD SIZELOT LINED & U EASEMENT10' FRONT & REAR5' SIDE (TYP.)BUILDING SETBACK25' FRONT25' REAR5' SIDES/ 25' SIDE ROW40'x70'PADROW LINECURB LINEMINIMUM LOT SIZE:6,000 SFTYPICAL 65' SF HOME LOT INFORMATION:LOT NUMBERPAD SIZELOT LINED & U EASEMENT10' FRONT & REAR5' SIDE (TYP.)BUILDING SETBACK25' FRONT25' REAR7.5' SIDES/ 25' SIDE ROW50'x55'PADROW LINECURB LINEMINIMUM LOT SIZE:8,125 SFSITE PLAN LEGEND:TRAFFIC DIRECTIONAL ARROW PAVEMENT MARKINGS(IF APPLICABLE)SIGN AND POST ASSEMBLY (IF APPLICABLE).SHOP DRAWINGS REQUIRED.NP = NO PARKING FIRE LANEST = STOPCONCRETE PAVEMENT (IF APPLICABLE) ASSPECIFIED (PAD OR WALK) SEE GEOTECHNICALREPORT FOR AGGREGATE BASE & CONCRETEDEPTHS, SEE DETAIL.PROPERTY LINECURB AND GUTTER-SEE NOTES (T.O.) TIP OUTGUTTER WHERE APPLICABLE-SEE PLANHEAVY DUTY BITUMINOUS PAVEMENT (IFAPPLICABLE). SEE GEOTECHNICAL REPORT FORAGGREGATE BASE & WEAR COURSE DEPTH, SEEDETAIL.CONSTRUCTION LIMITSTO
Property LineProperty LineMeridian Way NEApex WayLupine Trail NE
Cattail Ct. NE 138th St. NEBLOCK
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Street "A"50'R60'R50'5' SIDEWALK (TYP.)32'B-BCSAH 18
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0
'R20'R100'R100'R100'R300'R20'80'
66'32'B-B50'SETBACKLINE(TYP.)12'12'12'12'LANE STRIPINGSURMOUNTABLE CURBAND GUTTER (TYP.)SURMOUNTABLE CURBAND GUTTER (TYP.)12'FUTURE ROADPED RAMP, SEEDETAILS, TYP.STREETLIGHT (TYP.)8' BIT. TRAIL (TYP.)PED RAMP, SEEDETAILS, TYP.OTL.
D20'20'30'
40'40'CONC. CURB.MATCHEXISTINGCONC.CURB.MATCHEXISTINGNEW BIT.PVMT.MATCH CRSECTION30'POND /INFILTRATIONBASINWETLAND 3LEAST/LOWOHWL=996.00EX 100-YR HWL=998.89PR 100-YR HWL=999.09OUTLET / EOF=1015.4036'
B-B
CONSTRUCTIONLIMITS (TYP.)CONSTRUCTIONLIMITS (TYP.)CONSTRUCTIONLIMITS (TYP.)CONSTRUCTIONLIMITS (TYP.)CONSTRUCTIONLIMITS (TYP.)FUTURE 8' BIT.TRAIL55'32'B-BR150'R150'R20'
8363 SF 6970 SF 7062 SF 7840 SF 12037 SF
9361 SF6313 SF
7906 SF
762
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705
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769
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682
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878
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OHWL=1011.90EX 100-YR HWL=1015.44PR 100-YR HWL=1014.17OUTLET / EOF=1015.40WETLAND 4LEAST/LOWOHWL=1000.00EX 100-YR HWL=1002.72PR 100-YR HWL=1002.56OUTLET / EOF=1002.20BMP2INF EL=996.00OUTLET=997.00100-YR HWL=1000.15EOF=1000.00Civil Engineering Surveying Landscape Architecture4931 W. 35th Street, Suite 200St. Louis Park, MN 55416civilsitegroup.com 612-615-0060THE VILLAS AT CREST WOODS
PRIOR LAKE, MINNESOTA
7455 FRANCE AVENUE SOUTH, SUITE 351, EDINA, MN 55435
PRIOR LAKE DEVELOPMENT, LLC
PROJECT
ISSUE/SUBMITTAL SUMMARYDATEDESCRIPTION............PROJECT NUMBER:20302............3-15-21PRELIMINARY PLAT/ PUD SUBMITTALDRAWN BY:REVIEWED BY:KTMP..............COPYRIGHT CIVIL SITE GROUP INC.cP
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N26980KEVIN TEPPENLICENSE NO.DATEI HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION, OR REPORT WASPREPARED BY ME OR UNDER MY DIRECTSUPERVISION AND THAT I AM A DULYLICENSED LANDSCAPE ARCHITECT UNDERTHE LAWS OF THE STATE OF MINNESOTA.3-15-21REVISION SUMMARYDATEDESCRIPTIONC2.2SITE PLAN............01" = 50'-0"50'-0"25'-0"NKnow what'sbelow.before you dig.CallRCITY OF PRIOR LAKE SITE SPECIFIC NOTES:1.RESERVED FOR CITY SPECIFIC REMOVAL NOTES.PARK CALCULATIONS:1.RESERVED FOR CITY SPECIFIC NOTES.TYPICAL 50' VILLA HOME LOT INFORMATION:LOT NUMBERPAD SIZELOT LINED & U EASEMENT10' FRONT & REAR5' SIDE (TYP.)BUILDING SETBACK25' FRONT25' REAR5' SIDES/ 25' SIDE ROW40'x70'PADROW LINECURB LINEMINIMUM LOT SIZE:6,000 SFTYPICAL 65' SF HOME LOT INFORMATION:LOT NUMBERPAD SIZELOT LINED & U EASEMENT10' FRONT & REAR5' SIDE (TYP.)BUILDING SETBACK25' FRONT25' REAR7.5' SIDES/ 25' SIDE ROW50'x55'PADROW LINECURB LINEMINIMUM LOT SIZE:8,125 SFSITE PLAN LEGEND:TRAFFIC DIRECTIONAL ARROW PAVEMENT MARKINGS(IF APPLICABLE)SIGN AND POST ASSEMBLY (IF APPLICABLE).SHOP DRAWINGS REQUIRED.NP = NO PARKING FIRE LANEST = STOPCONCRETE PAVEMENT (IF APPLICABLE) ASSPECIFIED (PAD OR WALK) SEE GEOTECHNICALREPORT FOR AGGREGATE BASE & CONCRETEDEPTHS, SEE DETAIL.PROPERTY LINECURB AND GUTTER-SEE NOTES (T.O.) TIP OUTGUTTER WHERE APPLICABLE-SEE PLANHEAVY DUTY BITUMINOUS PAVEMENT (IFAPPLICABLE). SEE GEOTECHNICAL REPORT FORAGGREGATE BASE & WEAR COURSE DEPTH, SEEDETAIL.CONSTRUCTION LIMITSTO
BLOCK 1OTL. AOTL.
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DPOND /INFILTRATIONBASINWETLAND 3LEAST/LOWOHWL=996.00EX 100-YR HWL=998.89PR 100-YR HWL=999.09OUTLET / EOF=1015.40OTL. APOND /INFILTRATIONBASINCONSTRUCTIONLIMITS (TYP.)CONSTRUCTIONLIMITS (TYP.)CONSTRUCTIONLIMITS (TYP.)CONSTRUCTIONLIMITS (TYP.)CONSTRUCTIONLIMITS (TYP.)CONSTRUCTIONLIMITS (TYP.)CONSTRUCTION LIMITS (TYP.)WETLAND 1LEAST/LOWOHWL=1012.20EX 100-YR HWL=1014.38PR 100-YR HWL=1014.13OUTLET / EOF=1015.40INFILTRATION BASINHAVEN RIDGE SOUTHINF EL=982.00OUTLET=982.32100-YR HWL=986.94EOF=987.101
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13WETLAND 2LEAST/LOWOHWL=1011.90EX 100-YR HWL=1015.44PR 100-YR HWL=1014.17OUTLET / EOF=1015.40WETLAND 4LEAST/LOWOHWL=1000.00EX 100-YR HWL=1002.72PR 100-YR HWL=1002.56OUTLET / EOF=1002.20WETLAND 7LEAST/LOWOHWL=979.42EX 100-YR HWL=985.08PR 100-YR HWL=984.83OUTLET / EOF=984.20BMP1INF EL=982.00OUTLET=983.80100-YR HWL=987.41EOF=987.10BMP2INF EL=996.00OUTLET=997.00100-YR HWL=1000.15EOF=1000.00ST-1ST-3ST-2ST-7ST-6ST-8ST-4ST-5ST-9ST-10EL=994.0CL, SP-SMEL=1008.2OL, CL,SP-SMEL=1003.9OL, CL,SMEL=993.4CL, SMEL=1019.6SM,EL=1007.9CL, SP,SMEL=1004.2CL, SPEL=1017.4CL, SP-SMSC-SMEL=1002.1CL, SPEL=1007.5CL, SMCivil Engineering Surveying Landscape Architecture4931 W. 35th Street, Suite 200St. Louis Park, MN 55416civilsitegroup.com 612-615-0060THE VILLAS AT CREST WOODS
PRIOR LAKE, MINNESOTA
7455 FRANCE AVENUE SOUTH, SUITE 351, EDINA, MN 55435
PRIOR LAKE DEVELOPMENT, LLC
PROJECT
ISSUE/SUBMITTAL SUMMARYDATEDESCRIPTION............PROJECT NUMBER:20302............3-15-21PRELIMINARY PLAT/ PUD SUBMITTALDRAWN BY:REVIEWED BY:KTMP..............COPYRIGHT CIVIL SITE GROUP INC.cP
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N44263Matthew R. PavekLICENSE NO.DATEI HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION, OR REPORT WASPREPARED BY ME OR UNDER MY DIRECTSUPERVISION AND THAT I AM A DULYLICENSED PROFESSIONAL ENGINEERUNDER THE LAWS OF THE STATE OFMINNESOTA.3-15-21REVISION SUMMARYDATEDESCRIPTIONC3.0OVERALL GRADING PLAN............01" = 20'-0"20'-0"10'-0"NKnow what'sbelow.before you dig.CallR1.SEE SITE PLAN FOR HORIZONTAL LAYOUT & GENERAL GRADING NOTES.2.THE CONTRACTOR SHALL COMPLETE THE SITE GRADING CONSTRUCTION (INCLUDING BUT NOT LIMITED TO SITEPREPARATION, SOIL CORRECTION, EXCAVATION, EMBANKMENT, ETC.) IN ACCORDANCE WITH THE REQUIREMENTS OF THEOWNER'S SOILS ENGINEER. ALL SOIL TESTING SHALL BE COMPLETED BY THE OWNER'S SOILS ENGINEER. THE CONTRACTORSHALL BE RESPONSIBLE FOR COORDINATING ALL REQUIRED SOIL TESTS AND INSPECTIONS WITH THE SOILS ENGINEER.3.GRADING AND EXCAVATION ACTIVITIES SHALL BE PERFORMED IN ACCORDANCE WITH THE NATIONAL POLLUTION DISCHARGEELIMINATION SYSTEM (NPDES) PERMIT REQUIREMENTS & PERMIT REQUIREMENTS OF THE CITY.4.ALL EXISTING UTILITY LOCATIONS SHOWN ARE APPROXIMATE. CONTACT "GOPHER STATE ONE CALL" (651-454-0002 OR800-252-1166) FOR UTILITY LOCATIONS, 48 HOURS PRIOR TO CONSTRUCTION. THE CONTRACTOR SHALL REPAIR OR REPLACEANY UTILITIES THAT ARE DAMAGED DURING CONSTRUCTION AT NO COST TO THE OWNER.5.PROPOSED SPOT GRADES ARE FLOW-LINE FINISHED GRADE ELEVATIONS, UNLESS OTHERWISE NOTED.6.GRADES OF WALKS SHALL BE INSTALLED WITH 5% MAX. LONGITUDINAL SLOPE AND 1% MIN. AND 2% MAX. CROSS SLOPE,UNLESS OTHERWISE NOTED.7.PROPOSED SLOPES SHALL NOT EXCEED 3:1 UNLESS INDICATED OTHERWISE ON THE DRAWINGS. MAXIMUM SLOPES INMAINTAINED AREAS IS 4:18.PROPOSED RETAINING WALLS, FREESTANDING WALLS, OR COMBINATION OF WALL TYPES GREATER THAN 4' IN HEIGHTSHALL BE DESIGNED AND ENGINEERED BY A REGISTERED RETAINING WALL ENGINEER. DESIGN DRAWINGS SHALL BESUBMITTED FOR REVIEW AND APPROVAL PRIOR TO CONSTRUCTION.9.THE CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTENANCE OF GRADE STAKES THROUGHOUT THE DURATION OFCONSTRUCTION TO ESTABLISH PROPER GRADES. THE CONTRACTOR SHALL ALSO BE RESPONSIBLE FOR A FINAL FIELDCHECK OF FINISHED GRADES ACCEPTABLE TO THE ENGINEER/LANDSCAPE ARCHITECT PRIOR TO TOPSOIL AND SODDINGACTIVITIES.10.IF EXCESS OR SHORTAGE OF SOIL MATERIAL EXISTS, THE CONTRACTOR SHALL TRANSPORT ALL EXCESS SOIL MATERIAL OFFTHE SITE TO AN AREA SELECTED BY THE CONTRACTOR, OR IMPORT SUITABLE MATERIAL TO THE SITE.11.EXCAVATE TOPSOIL FROM AREAS TO BE FURTHER EXCAVATED OR REGRADED AND STOCKPILE IN AREAS DESIGNATED ONTHE SITE. THE CONTRACTOR SHALL SALVAGE ENOUGH TOPSOIL FOR RESPREADING ON THE SITE AS SPECIFIED. EXCESSTOPSOIL SHALL BE PLACED IN EMBANKMENT AREAS, OUTSIDE OF BUILDING PADS, ROADWAYS AND PARKING AREAS. THECONTRACTOR SHALL SUBCUT CUT AREAS, WHERE TURF IS TO BE ESTABLISHED, TO A DEPTH OF 6 INCHES. RESPREADTOPSOIL IN AREAS WHERE TURF IS TO BE ESTABLISHED TO A MINIMUM DEPTH OF 6 INCHES.12.FINISHED GRADING SHALL BE COMPLETED. THE CONTRACTOR SHALL UNIFORMLY GRADE AREAS WITHIN LIMITS OF GRADING,INCLUDING ADJACENT TRANSITION AREAS. PROVIDE A SMOOTH FINISHED SURFACE WITHIN SPECIFIED TOLERANCES, WITHUNIFORM LEVELS OR SLOPES BETWEEN POINTS WHERE ELEVATIONS ARE SHOWN, OR BETWEEN SUCH POINTS ANDEXISTING GRADES. AREAS THAT HAVE BEEN FINISH GRADED SHALL BE PROTECTED FROM SUBSEQUENT CONSTRUCTIONOPERATIONS, TRAFFIC AND EROSION. REPAIR ALL AREAS THAT HAVE BECOME RUTTED BY TRAFFIC OR ERODED BY WATEROR HAS SETTLED BELOW THE CORRECT GRADE. ALL AREAS DISTURBED BY THE CONTRACTOR'S OPERATIONS SHALL BERESTORED TO EQUAL OR BETTER THAN ORIGINAL CONDITION OR TO THE REQUIREMENTS OF THE NEW WORK.13.PRIOR TO PLACEMENT OF THE AGGREGATE BASE, A TEST ROLL WILL BE REQUIRED ON THE STREET AND/OR PARKING AREASUBGRADE. THE CONTRACTOR SHALL PROVIDE A LOADED TANDEM AXLE TRUCK WITH A GROSS WEIGHT OF 25 TONS. THETEST ROLLING SHALL BE AT THE DIRECTION OF THE SOILS ENGINEER AND SHALL BE COMPLETED IN AREAS AS DIRECTED BYTHE SOILS ENGINEER. THE SOILS ENGINEER SHALL DETERMINE WHICH SECTIONS OF THE STREET OR PARKING AREA AREUNSTABLE. CORRECTION OF THE SUBGRADE SOILS SHALL BE COMPLETED IN ACCORDANCE WITH THE REQUIREMENTS OFTHE SOILS ENGINEER. NO TEST ROLL SHALL OCCUR WITHIN 10' OF ANY UNDERGROUND STORM RETENTION/DETENTIONSYSTEMS.14. TOLERANCES14.1.THE BUILDING SUBGRADE FINISHED SURFACE ELEVATION SHALL NOT VARY BY MORE THAN 0.30 FOOT ABOVE, OR 0.30FOOT BELOW, THE PRESCRIBED ELEVATION AT ANY POINT WHERE MEASUREMENT IS MADE.14.2.THE STREET OR PARKING AREA SUBGRADE FINISHED SURFACE ELEVATION SHALL NOT VARY BY MORE THAN 0.05 FOOTABOVE, OR 0.10 FOOT BELOW, THE PRESCRIBED ELEVATION OF ANY POINT WHERE MEASUREMENT IS MADE.14.3.AREAS WHICH ARE TO RECEIVE TOPSOIL SHALL BE GRADED TO WITHIN 0.30 FOOT ABOVE OR BELOW THE REQUIREDELEVATION, UNLESS DIRECTED OTHERWISE BY THE ENGINEER.14.4.TOPSOIL SHALL BE GRADED TO PLUS OR MINUS 1/2 INCH OF THE SPECIFIED THICKNESS.15.MAINTENANCE15.1.THE CONTRACTOR SHALL PROTECT NEWLY GRADED AREAS FROM TRAFFIC AND EROSION, AND KEEP AREA FREE OFTRASH AND DEBRIS.15.2.CONTRACTOR SHALL REPAIR AND REESTABLISH GRADES IN SETTLED, ERODED AND RUTTED AREAS TO SPECIFIEDTOLERANCES. DURING THE CONSTRUCTION, IF REQUIRED, AND DURING THE WARRANTY PERIOD, ERODED AREASWHERE TURF IS TO BE ESTABLISHED SHALL BE RESEEDED AND MULCHED.15.3.WHERE COMPLETED COMPACTED AREAS ARE DISTURBED BY SUBSEQUENT CONSTRUCTION OPERATIONS OR ADVERSEWEATHER, CONTRACTOR SHALL SCARIFY, SURFACE, RESHAPE, AND COMPACT TO REQUIRED DENSITY PRIOR TOFURTHER CONSTRUCTION.GENERAL GRADING NOTES:1.0' CONTOUR ELEVATION INTERVALGRADING PLAN LEGEND:SPOT GRADE ELEVATION GUTTERSPOT GRADE ELEVATION TOP OF CURBSPOT GRADE ELEVATION BOTTOM OF STAIRS/TOP OF STAIRSSEE SWPPP ON SHEETS SW1.0 - SW1.10EROSION CONTROL NOTES:EX. 1' CONTOUR ELEVATION INTERVALSPOT GRADE ELEVATION (GUTTER/FLOW LINEUNLESS OTHERWISE NOTED)CURB AND GUTTER (T.O = TIP OUT)EMERGENCY OVERFLOWEOF=1135.52TOSPOT GRADE ELEVATION MATCH EXISTINGGRADE BREAK - HIGH POINTSCITY OF PRIOR LAKE GRADING NOTES:1.RETAINING WALLS OVER 4' IN HEIGHT WILL REQUIRED A PERMIT FROM THE CITY,BE DESIGNED BY A MN LICENSED REGISTERED ENGINEER, AND HAVE A FENCECONSTRUCTED ON TOP OF THE WALLS.
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APOND /INFILTRATIONBASINWETLAND 1LEAST/LOWOHWL=1012.20EX 100-YR HWL=1014.38PR 100-YR HWL=1014.13OUTLET / EOF=1015.40INFILTRATION BASINHAVEN RIDGE SOUTHINF EL=982.00OUTLET=982.32100-YR HWL=986.94EOF=987.101
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3WETLAND 2LEAST/LOWOHWL=1011.90EX 100-YR HWL=1015.44PR 100-YR HWL=1014.17OUTLET / EOF=1015.40WETLAND 7LEAST/LOWOHWL=979.42EX 100-YR HWL=985.08PR 100-YR HWL=984.83OUTLET / EOF=984.20BMP1INF EL=982.00OUTLET=983.80100-YR HWL=987.41EOF=987.10ST-1ST-3ST-2ST-7ST-6ST-8ST-4ST-5Civil Engineering Surveying Landscape Architecture4931 W. 35th Street, Suite 200St. Louis Park, MN 55416civilsitegroup.com 612-615-0060THE VILLAS AT CREST WOODS
PRIOR LAKE, MINNESOTA
7455 FRANCE AVENUE SOUTH, SUITE 351, EDINA, MN 55435
PRIOR LAKE DEVELOPMENT, LLC
PROJECT
ISSUE/SUBMITTAL SUMMARYDATEDESCRIPTION............PROJECT NUMBER:20302............3-15-21PRELIMINARY PLAT/ PUD SUBMITTALDRAWN BY:REVIEWED BY:KTMP..............COPYRIGHT CIVIL SITE GROUP INC.cP
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N44263Matthew R. PavekLICENSE NO.DATEI HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION, OR REPORT WASPREPARED BY ME OR UNDER MY DIRECTSUPERVISION AND THAT I AM A DULYLICENSED PROFESSIONAL ENGINEERUNDER THE LAWS OF THE STATE OFMINNESOTA.3-15-21REVISION SUMMARYDATEDESCRIPTIONC3.1GRADING PLAN............01" = 50'-0"50'-0"25'-0"NKnow what'sbelow.before you dig.CallR1.0' CONTOUR ELEVATION INTERVALGRADING PLAN LEGEND:SPOT GRADE ELEVATION GUTTERSPOT GRADE ELEVATION TOP OF CURBSPOT GRADE ELEVATION BOTTOM OF STAIRS/TOP OF STAIRSEX. 1' CONTOUR ELEVATION INTERVALSPOT GRADE ELEVATION (GUTTER/FLOW LINEUNLESS OTHERWISE NOTED)CURB AND GUTTER (T.O = TIP OUT)EMERGENCY OVERFLOWEOF=1135.52TOSPOT GRADE ELEVATION MATCH EXISTINGGRADE BREAK - HIGH POINTSPOND ACCESS ROUTE
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DPOND /INFILTRATIONBASINWETLAND 3LEAST/LOWOHWL=996.00EX 100-YR HWL=998.89PR 100-YR HWL=999.09OUTLET / EOF=1015.401
PR 100-YR HWL=1014.17OUTLET / EOF=1015.40WETLAND 4LEAST/LOWOHWL=1000.00EX 100-YR HWL=1002.72PR 100-YR HWL=1002.56OUTLET / EOF=1002.20BMP2INF EL=996.00OUTLET=997.00100-YR HWL=1000.15EOF=1000.00ST-8ST-9ST-10Civil Engineering Surveying Landscape Architecture4931 W. 35th Street, Suite 200St. Louis Park, MN 55416civilsitegroup.com 612-615-0060THE VILLAS AT CREST WOODS
PRIOR LAKE, MINNESOTA
7455 FRANCE AVENUE SOUTH, SUITE 351, EDINA, MN 55435
PRIOR LAKE DEVELOPMENT, LLC
PROJECT
ISSUE/SUBMITTAL SUMMARYDATEDESCRIPTION............PROJECT NUMBER:20302............3-15-21PRELIMINARY PLAT/ PUD SUBMITTALDRAWN BY:REVIEWED BY:KTMP..............COPYRIGHT CIVIL SITE GROUP INC.cP
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N44263Matthew R. PavekLICENSE NO.DATEI HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION, OR REPORT WASPREPARED BY ME OR UNDER MY DIRECTSUPERVISION AND THAT I AM A DULYLICENSED PROFESSIONAL ENGINEERUNDER THE LAWS OF THE STATE OFMINNESOTA.3-15-21REVISION SUMMARYDATEDESCRIPTIONC3.2GRADING PLAN............01" = 50'-0"50'-0"25'-0"NKnow what'sbelow.before you dig.CallR1.0' CONTOUR ELEVATION INTERVALGRADING PLAN LEGEND:SPOT GRADE ELEVATION GUTTERSPOT GRADE ELEVATION TOP OF CURBSPOT GRADE ELEVATION BOTTOM OF STAIRS/TOP OF STAIRSEX. 1' CONTOUR ELEVATION INTERVALSPOT GRADE ELEVATION (GUTTER/FLOW LINEUNLESS OTHERWISE NOTED)CURB AND GUTTER (T.O = TIP OUT)EMERGENCY OVERFLOWEOF=1135.52TOSPOT GRADE ELEVATION MATCH EXISTINGGRADE BREAK - HIGH POINTSPOND ACCESS ROUTE
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DPOND /INFILTRATIONBASINWETLAND 3LEAST/LOWOHWL=996.00EX 100-YR HWL=998.89PR 100-YR HWL=999.09OUTLET / EOF=1015.40OTL. APOND /INFILTRATIONBASINCONSTRUCTIONLIMITS (TYP.)CONSTRUCTIONLIMITS (TYP.)CONSTRUCTIONLIMITS (TYP.)CONSTRUCTIONLIMITS (TYP.)CONSTRUCTIONLIMITS (TYP.)CONSTRUCTIONLIMITS (TYP.)CONSTRUCTION LIMITS (TYP.)WETLAND 1LEAST/LOWOHWL=1012.20EX 100-YR HWL=1014.38PR 100-YR HWL=1014.13OUTLET / EOF=1015.40INFILTRATION BASINHAVEN RIDGE SOUTHINF EL=982.00OUTLET=982.32100-YR HWL=986.94EOF=987.101
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13WETLAND 2LEAST/LOWOHWL=1011.90EX 100-YR HWL=1015.44PR 100-YR HWL=1014.17OUTLET / EOF=1015.40WETLAND 4LEAST/LOWOHWL=1000.00EX 100-YR HWL=1002.72PR 100-YR HWL=1002.56OUTLET / EOF=1002.20WETLAND 7LEAST/LOWOHWL=979.42EX 100-YR HWL=985.08PR 100-YR HWL=984.83OUTLET / EOF=984.20BMP1INF EL=982.00OUTLET=983.80100-YR HWL=987.41EOF=987.10BMP2INF EL=996.00OUTLET=997.00100-YR HWL=1000.15EOF=1000.00Civil Engineering Surveying Landscape Architecture4931 W. 35th Street, Suite 200St. Louis Park, MN 55416civilsitegroup.com 612-615-0060THE VILLAS AT CREST WOODS
PRIOR LAKE, MINNESOTA
7455 FRANCE AVENUE SOUTH, SUITE 351, EDINA, MN 55435
PRIOR LAKE DEVELOPMENT, LLC
PROJECT
ISSUE/SUBMITTAL SUMMARYDATEDESCRIPTION............PROJECT NUMBER:20302............3-15-21PRELIMINARY PLAT/ PUD SUBMITTALDRAWN BY:REVIEWED BY:KTMP..............COPYRIGHT CIVIL SITE GROUP INC.cP
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N44263Matthew R. PavekLICENSE NO.DATEI HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION, OR REPORT WASPREPARED BY ME OR UNDER MY DIRECTSUPERVISION AND THAT I AM A DULYLICENSED PROFESSIONAL ENGINEERUNDER THE LAWS OF THE STATE OFMINNESOTA.3-15-21REVISION SUMMARYDATEDESCRIPTIONC4.0OVERALL UTILITY PLAN............GENERAL UTILITY NOTES:UTILITY LEGEND:CITY OF PRIOR LAKE UTILITY NOTES:1.RESERVED FOR CITY SPECIFIC UTILITY NOTES.01" = 100'-0"100'-0"50'-0"NKnow what'sbelow.before you dig.CallRCATCH BASINGATE VALVE AND VALVE BOXSANITARY SEWERSTORM SEWERWATER MAINPROPOSED FIRE HYDRANTMANHOLEFES AND RIP RAP1.ALL EXISTING UTILITY LOCATIONS SHOWN ARE APPROXIMATE. CONTACT "GOPHER STATE ONE CALL" (651-454-0002 OR800-252-1166) FOR UTILITY LOCATIONS, 48 HOURS PRIOR TO CONSTRUCTION. THE CONTRACTOR SHALL REPAIR OR REPLACEANY UTILITIES THAT ARE DAMAGED DURING CONSTRUCTION AT NO COST TO THE OWNER.2. SEE SITE PLAN FOR HORIZONTAL DIMENSIONS AND LAYOUT.3. CONTRACTOR SHALL FIELD VERIFY LOCATION AND ELEVATION OF EXISTING UTILITIES AND TOPOGRAPHIC FEATURES PRIORTO CONSTRUCTION. THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE ENGINEER OF DISCREPANCIES OR VARIATIONSFROM THE PLANS.4. UTILITY INSTALLATION SHALL CONFORM TO THE CURRENT EDITION OF "STANDARD SPECIFICATIONS FOR WATER MAIN ANDSERVICE LINE INSTALLATION" AND "SANITARY SEWER AND STORM SEWER INSTALLATION" AS PREPARED BY THE CITYENGINEERS ASSOCIATION OF MINNESOTA (CEAM), AND SHALL CONFORM WITH THE REQUIREMENTS OF THE CITY AND THEPROJECT SPECIFICATIONS.5. CASTINGS SHALL BE SALVAGED FROM STRUCTURE REMOVALS AND RE-USED OR PLACED AT THE DIRECTION OF THE OWNER.6. ALL WATER PIPE SHALL BE CLASS 52 DUCTILE IRON PIPE (DIP) AWWA C151, ASME B16.4, AWWA C110, AWWA C153UNLESS OTHERWISE NOTED.7. ALL SANITARY SEWER SHALL BE SDR 26 POLYVINYL CHLORIDE (PVC) ASTM D3034 & F679, OR SCH 40 ASTM D1785, 2665, ASTMF794, 1866) UNLESS OTHERWISE NOTED.8. ALL STORM SEWER PIPE SHALL BE HDPE ASTM F714 & F2306 WITH ASTM D3212 SPEC FITTINGS UNLESS OTHERWISE NOTED.9. PIPE LENGTHS SHOWN ARE FROM CENTER TO CENTER OF STRUCTURE OR TO END OF FLARED END SECTION.10. UTILITIES ON THE PLAN ARE SHOWN TO WITHIN 5' OF THE BUILDING FOOTPRINT. THE CONTRACTOR IS ULTIMATELYRESPONSIBLE FOR THE FINAL CONNECTION TO BUILDING LINES. COORDINATE WITH ARCHITECTURAL AND MECHANICALPLANS.11. CATCH BASINS AND MANHOLES IN PAVED AREAS SHALL BE SUMPED 0.04 FEET. ALL CATCH BASINS IN GUTTERS SHALL BESUMPED 0.15 FEET PER DETAILS. RIM ELEVATIONS SHOWN ON THIS PLAN DO NOT REFLECT SUMPED ELEVATIONS.12. ALL FIRE HYDRANTS SHALL BE LOCATED 5 FEET BEHIND BACK OF CURB UNLESS OTHERWISE NOTED.13. HYDRANT TYPE, VALVE, AND CONNECTION SHALL BE IN ACCORDANCE WITH CITY REQUIREMENTS. HYDRANT EXTENSIONS AREINCIDENTAL.14. A MINIMUM OF 8 FEET OF COVER IS REQUIRED OVER ALL WATERMAIN, UNLESS OTHERWISE NOTED. EXTRA DEPTH MAY BEREQUIRED TO MAINTAIN A MINIMUM OF 18" VERTICAL SEPARATION TO SANITARY OR STORM SEWER LINES. EXTRA DEPTHWATERMAIN IS INCIDENTAL.15. A MINIMUM OF 18 INCHES OF VERTICAL SEPARATION AND 10 FEET OF HORIZONTAL SEPARATION IS REQUIRED FOR ALLUTILITIES, UNLESS OTHERWISE NOTED.16. ALL CONNECTIONS TO EXISTING UTILITIES SHALL BE IN ACCORDANCE WITH CITY STANDARDS AND COORDINATED WITH THECITY PRIOR TO CONSTRUCTION.17.CONNECTIONS TO EXISTING STRUCTURES SHALL BE CORE-DRILLED.18. COORDINATE LOCATIONS AND SIZES OF SERVICE CONNECTIONS WITH THE MECHANICAL DRAWINGS.19. COORDINATE INSTALLATION AND SCHEDULING OF THE INSTALLATION OF UTILITIES WITH ADJACENT CONTRACTORS AND CITYSTAFF.20. ALL STREET REPAIRS AND PATCHING SHALL BE PERFORMED PER THE REQUIREMENTS OF THE CITY. ALL PAVEMENTCONNECTIONS SHALL BE SAWCUT. ALL TRAFFIC CONTROLS SHALL BE PROVIDED BY THE CONTRACTOR AND SHALL BEESTABLISHED PER THE REQUIREMENTS OF THE MINNESOTA MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MMUTCD)AND THE CITY. THIS SHALL INCLUDE BUT NOT BE LIMITED TO SIGNAGE, BARRICADES, FLASHERS, AND FLAGGERS AS NEEDED.ALL PUBLIC STREETS SHALL BE OPEN TO TRAFFIC AT ALL TIMES. NO ROAD CLOSURES SHALL BE PERMITTED WITHOUTAPPROVAL BY THE CITY.21. ALL STRUCTURES, PUBLIC AND PRIVATE, SHALL BE ADJUSTED TO PROPOSED GRADES WHERE REQUIRED. THEREQUIREMENTS OF ALL OWNERS MUST BE COMPLIED WITH. STRUCTURES BEING RESET TO PAVED AREAS MUST MEETOWNERS REQUIREMENTS FOR TRAFFIC LOADING.22. CONTRACTOR SHALL COORDINATE ALL WORK WITH PRIVATE UTILITY COMPANIES.23. CONTRACTOR SHALL COORDINATE CONNECTION OF IRRIGATION SERVICE TO UTILITIES. COORDINATE THE INSTALLATION OFIRRIGATION SLEEVES NECESSARY AS TO NOT IMPACT INSTALLATION OF UTILITIES.24. CONTRACTOR SHALL MAINTAIN AS-BUILT PLANS THROUGHOUT CONSTRUCTION AND SUBMIT THESE PLANS TO ENGINEERUPON COMPLETION OF WORK.25.ALL JOINTS AND CONNECTIONS IN STORM SEWER SYSTEM SHALL BE GASTIGHT OR WATERTIGHT. APPROVED RESILIENTRUBBER JOINTS MUST BE USED TO MAKE WATERTIGHT CONNECTIONS TO MANHOLES, CATCHBASINS, OR OTHERSTRUCTURES.26.ALL PORTIONS OF THE STORM SEWER SYSTEM LOCATED WITHIN 10 FEET OF THE BUILDING OR WATER SERVICE LINE MUST BETESTED IN ACCORDANCE WITH MN RULES, CHAPTER 4714, SECTION 1109.0.27.FOR ALL SITES LOCATED IN CLAY SOIL AREAS, DRAIN TILE MUST BE INSTALLED AT ALL LOW POINT CATCH BASINS 25' IN EACHDIRECTION. SEE PLAN AND DETAIL. INSTALL LOW POINT DRAIN TILE PER PLANS AND GEOTECHNICAL REPORTRECOMMENDATIONS AND REQUIREMENTS.SITE SPECIFIC UTILITY NOTES:1.TREES AND LIGHT POLES ARE TO BE CONSTRUCTED ABOVE THE UNDERGROUNDFILTRATION BASIN IN PARKING LOT ISLANDS. GAPS IN THE PIPE SYSTEM ARE TOBE SHOWN ON FINAL SHOP DRAWINGS.
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DOTL. APOND /INFILTRATIONBASINCONSTRUCTIONLIMITS (TYP.)CONSTRUCTIONLIMITS (TYP.)CONSTRUCTIONLIMITS (TYP.)CONSTRUCTIONLIMITS (TYP.)CONSTRUCTION LIMITS (TYP.)WETLAND 1LEAST/LOWOHWL=1012.20EX 100-YR HWL=1014.38PR 100-YR HWL=1014.13OUTLET / EOF=1015.40INFILTRATION BASINHAVEN RIDGE SOUTHINF EL=982.00OUTLET=982.32100-YR HWL=986.94EOF=987.101
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3WETLAND 2LEAST/LOWOHWL=1011.90EX 100-YR HWL=1015.44PR 100-YR HWL=1014.17OUTLET / EOF=1015.40WETLAND 7LEAST/LOWOHWL=979.42EX 100-YR HWL=985.08PR 100-YR HWL=984.83OUTLET / EOF=984.20BMP1INF EL=982.00OUTLET=983.80100-YR HWL=987.41EOF=987.10SAN MH 1RE=994.70IE(E)=982.70IE(S)=982.70IE(N)=982.60SAN MH 2RE=1003.70IE(W)=985.82IE(S)=985.43IE(N)=985.33SAN MH 3RE=1007.85IE(E)=995.85IE(S)=995.85IE(W)=986.56IE(N)=986.46SAN MH 4RE=1008.75IE(S)=996.75IE(N)=996.65SAN MH 20RE=1008.25IE=996.25SAN MH 21RE=1015.69IE=1004.40SAN MH 30RE=999.98IE=987.98SAN MH 40RE=1009.85IE(NE)=997.85IE(SW)=997.75SAN MH 41RE=1015.90IE(NE)=1003.90IE(SW)=1003.80SAN MH 42RE=1021.60IE(NE)=1009.60IE(SW)=1009.50SAN MH 43RE=1024.30IE=1012.30SAN MH 50RE=1006.10IE(W)=987.46IE(E)=987.36SAN MH 51RE=1001.70IE(S)=989.61IE(E)=989.51300 LF 8"PVC SDR35SAN @ 0.88%162 LF 8"PVC SDR35SAN @ 0.44%281 LF 8"PVC SDR35SAN @ 4.82%49 LF 8"PVC SDR35SAN @ 0.45%433 LF 8"PVC SDR35SAN @ 0.50%284 LF 8"PVC SDR35SAN @ 2.10%261 LF 8"PVC SDR35SAN @ 2.15%131 LF 8"PVC SDR35SAN @ 2.06%91 LF 8"PVC SDR35SAN @ 2.09%341 LF 8"PVC SDR35SAN @ 0.60%133 LF 8"PVC SDR35SAN @ 0.60%172 LF 8"PVC SDR35SAN @ 0.60%104 LF 8"PVC SDR35SAN @ 0.77%PROPOSED GATEVALVE AND VALVE BOXPROPOSED GATEVALVE AND VALVE BOXPROPOSED GATEVALVE AND VALVE BOX8" PVCWATERMAIN8" PVCWATERMAIN8" PVCWATERMAIN8" PVCWATERMAIN8" PVCWATERMAINHYD & GV, TYP.8" TO 6"REDUCER8" TO 6"REDUCERHYD & GV, TYP.FES 1IE=982.00FES 50IE=982.00FES 40IE=982.00FES 30IE=982.00FES 51IE=983.80CBMH 35RE=993.25IE=988.9566 LF 15" RCPSTORM @ 1.00%CBMH 34RE=993.54IE=988.29STMH 32RE=997.50IE=985.8330 LF 15" RCPSTORM @ 1.00%CB 35ARE=993.25IE=989.25CBMH 33RE=993.54IE=987.69CBMH 41RE=998.10IE=993.36CB 41ARE=998.10IE=994.10CBMH 18RE=1007.99IE=1003.28CBMH 16RE=1006.62IE=1002.62CBMH 17RE=1007.99IE=1002.94CB19ARE=1016.35IE=1012.00CBMH 19RE=1016.35IE=1011.66CBMH 13RE=1000.51IE=996.61CBMH 14RE=1000.51IE=996.71CBMH 15RE=1006.62IE=1002.32CBMH 2RE=992.00IE=986.63SUMP=982.63CBMH 3RE=997.68IE=989.26CBMH 4RE=998.00IE=989.73CBMH 16ARE=1009.72CBMH 16BRE=1007.64IE=1003.6430 LF 15" RCPSTORM @ 2.00%93LF 15" RCPSTORM @ 2.00%150 LF 15" RCPSTORM @ 2.27%79 LF 12" RCPSTORM @ 14.37%37 LF 12" RCPSTORM @ 2.00%61 LF 15" RCPSTORM @ 7.59%320 LF 15" RCPSTORM @ 1.00%47 LF 15" RCPSTORM @ 1.00%30 LF 18" RCPSTORM @ 0.35%460 LF 15" RCPSTORM @ 1.21%102 LF 12" RCPSTORM @ 0.50%32 LF 15" RCPSTORM @ 1.00%34 LF 15" RCPSTORM @ 1.00%361 LF 15" RCPSTORM @ 2.32%34 LF 15" RCPSTORM @ 1.00%121 LF 12" RCPSTORM @ 1.00%30 LF 15" RCPSTORM @ 1.00%CONNECT TO EXIST.SAN SEWER STUB,EXIST. IE =981.88 (AB),CONTRACTOR TOVERIFY PRIOR TOCONSTRUCTIONCONNECT TO EXIST.SAN SEWER STUB,EXIST. IE =1004.18 (AB),CONTRACTOR TOVERIFY PRIOR TOCONSTRUCTIONCONNECT TO EXIST.WATER STUB/ NEWGATE VALVECONNECT TO EXIST.WATER STUB/ NEWGATE VALVECONNECT TO EXIST.WATER STUB/ NEWGATE VALVE105 LF 12" RCPSTORM @ 1.00%120 LF 6" HDPESTORM @ 1.00%FES 16CIE=1011.9034 LF 15" RCPSTORM @ 0.35%CBMH 14ARE=1001.66IE=996.8235 LF 15" RCPSTORM @ 0.35%CB 14BRE=1001.66IE=997.0721 LF 15" RCPSTORM @ 2.00%STMH 31RE=988.00IE=982.42148 LF 6" PVCSTORM @ 0.20%(EQUALIZER)FES 80IE=1011.90FES 81IE=1012.20Civil Engineering Surveying Landscape Architecture4931 W. 35th Street, Suite 200St. Louis Park, MN 55416civilsitegroup.com 612-615-0060THE VILLAS AT CREST WOODS
PRIOR LAKE, MINNESOTA
7455 FRANCE AVENUE SOUTH, SUITE 351, EDINA, MN 55435
PRIOR LAKE DEVELOPMENT, LLC
PROJECT
ISSUE/SUBMITTAL SUMMARYDATEDESCRIPTION............PROJECT NUMBER:20302............3-15-21PRELIMINARY PLAT/ PUD SUBMITTALDRAWN BY:REVIEWED BY:KTMP..............COPYRIGHT CIVIL SITE GROUP INC.cP
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N44263Matthew R. PavekLICENSE NO.DATEI HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION, OR REPORT WASPREPARED BY ME OR UNDER MY DIRECTSUPERVISION AND THAT I AM A DULYLICENSED PROFESSIONAL ENGINEERUNDER THE LAWS OF THE STATE OFMINNESOTA.3-15-21REVISION SUMMARYDATEDESCRIPTIONC4.1UTILITY PLAN............01" = 50'-0"50'-0"25'-0"NKnow what'sbelow.before you dig.CallRUTILITY LEGEND:CATCH BASINGATE VALVE AND VALVE BOXSANITARY SEWERSTORM SEWERWATER MAINPROPOSED FIRE HYDRANTMANHOLEFES AND RIP RAP
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DPOND /INFILTRATIONBASINWETLAND 3LEAST/LOWOHWL=996.00EX 100-YR HWL=998.89PR 100-YR HWL=999.09OUTLET / EOF=1015.40CONSTRUCTIONLIMITS (TYP.)CONSTRUCTIONLIMITS (TYP.)CONSTRUCTIONLIMITS (TYP.)CONSTRUCTIONLIMITS (TYP.)CONSTRUCTIONLIMITS (TYP.)1
WETLAND 2LEAST/LOWOHWL=1011.90EX 100-YR HWL=1015.44PR 100-YR HWL=1014.17OUTLET / EOF=1015.40WETLAND 4LEAST/LOWOHWL=1000.00EX 100-YR HWL=1002.72PR 100-YR HWL=1002.56OUTLET / EOF=1002.20BMP2INF EL=996.00OUTLET=997.00100-YR HWL=1000.15EOF=1000.00IE(S)=995.85IE(W)=986.56IE(N)=986.46SAN MH 4RE=1008.75IE(S)=996.75IE(N)=996.65SAN MH 5RE=1013.25IE(N)=998.25IE(S)=998.35SAN MH 6RE=1011.75IE(SE)=999.75IE(SW)=999.75IE(NE)=999.65SAN MH 7RE=1016.67IE=1004.67SAN MH 40RE=1009.85IE(NE)=997.85IE(SW)=997.75SAN MH 50RE=1006.10IE(W)=987.46IE(E)=987.36SAN MH 51RE=1001.70IE(S)=989.61IE(E)=989.51SAN MH 52RE=1003.10IE=991.1091 LF 8"PVC SDR35SAN @ 2.09%341 LF 8"PVC SDR35SAN @ 0.60%133 LF 8"PVC SDR35SAN @ 0.60%248 LF 8"PVC SDR35SAN @ 0.60%104 LF 8"PVC SDR35SAN @ 0.77%151 LF 8"PVC SDR35SAN @ 0.99%270 LF 8"PVC SDR35SAN @ 0.48%165 LF 8"PVC SDR35SAN @ 1.42%156 LF 8"PVC SDR35SAN @ 3.15%SAN MH 60RE=1014.10IE=1002.10PROPOSED GATEVALVE AND VALVE BOXPROPOSED GATEVALVE AND VALVEBOXPROPOSED GATEVALVE AND VALVE BOXPROPOSED GATEVALVE AND VALVE BOX8" PVCWATERMAIN8" PVCWATERMAINFES 10IE=995.00FES 60IE=997.16FES 20IE=995.00CBMH 18RE=1007.99IE=1003.28CBMH 16RE=1006.62IE=1002.62CBMH 17RE=1007.99IE=1002.94CBMH 13RE=1000.51IE=996.61CBMH 14RE=1000.51IE=996.71CBMH 15RE=1006.62IE=1002.32CBMH 23RE=1010.98IE=1005.85CBMH 22RE=1010.98IE=1005.55CB 25RE=1010.54IE=1006.54CBMH 24RE=1010.54IE=1006.24STMH 21RE=1015.00IE=1003.85CBMH 3RE=997.68IE=989.26CBMH 4RE=998.00IE=989.73STMH 7RE=1001.00IE=992.85FES 61IE=997.30CBMH 16ARE=1009.72IE=1003.13CBMH 16BRE=1007.64IE=1003.6447 LF 15" RCPSTORM @ 1.00%137 LF 12" RCPSTORM @ 1.00%85 LF 6" PVC SDR26STORM @ 1.00%14 LF 12" RCPSTORM @ 1.00%184 LF 15" RCPSTORM @ 4.81%170 LF 15" RCPSTORM @ 1.00%30 LF 15" RCPSTORM @ 1.00%39 LF 15" RCPSTORM @ 1.00%30 LF 15" RCPSTORM @ 1.00%30 LF 18" RCPSTORM @ 0.35%460 LF 15" RCPSTORM @ 1.21%104 LF 12" RCPSTORM @ 0.50%102 LF 12" RCPSTORM @ 0.50%32 LF 15" RCPSTORM @ 1.00%34 LF 15" RCPSTORM @ 1.00%CB 8RE=996.00IE=992.008" PVCWATERMAIN30 LF 15" RCPSTORM @ 1.00%CONNECT TO EXIST.WATER STUB, REMOVEEXIST. TEMP HYDRANTAND LEADCONNECT TO EXIST.WATER STUB/ NEWGATE VALVECONNECT TO EXIST.WATER STUB/ NEWGATE VALVE105 LF 12" RCPSTORM @ 1.00%70 LF 12" RCPSTORM @ 1.00%8" TO 6"REDUCERHYD & GV, TYP.120 LF 6" HDPESTORM @ 1.00%FES 16CIE=1011.90CBMH 6RE=999.00IE=992.15CBMH 5RE=999.00IE=990.78CROSSINGIE 18"=995.14TOP 6"=992.5095 LF 18" RCPSTORM @ 0.35%STMH 11RE=1000.00IE=995.33STMH 12RE=1000.00IE=995.74117 LF 18" RCPSTORM @ 0.35%248 LF 18" RCPSTORM @ 0.35%34 LF 15" RCPSTORM @ 0.35%CBMH 14ARE=1001.66IE=996.8235 LF 15" RCPSTORM @ 0.35%CB 14BRE=1001.66IE=997.07(EQUALIZER)FES 80IE=1011.90CB 71RE=1002.00IE=998.00FES 70IE=997.0047 LF 12"RCP@ 2.13%Civil Engineering Surveying Landscape Architecture4931 W. 35th Street, Suite 200St. Louis Park, MN 55416civilsitegroup.com 612-615-0060THE VILLAS AT CREST WOODS
PRIOR LAKE, MINNESOTA
7455 FRANCE AVENUE SOUTH, SUITE 351, EDINA, MN 55435
PRIOR LAKE DEVELOPMENT, LLC
PROJECT
ISSUE/SUBMITTAL SUMMARYDATEDESCRIPTION............PROJECT NUMBER:20302............3-15-21PRELIMINARY PLAT/ PUD SUBMITTALDRAWN BY:REVIEWED BY:KTMP..............COPYRIGHT CIVIL SITE GROUP INC.cP
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N44263Matthew R. PavekLICENSE NO.DATEI HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION, OR REPORT WASPREPARED BY ME OR UNDER MY DIRECTSUPERVISION AND THAT I AM A DULYLICENSED PROFESSIONAL ENGINEERUNDER THE LAWS OF THE STATE OFMINNESOTA.3-15-21REVISION SUMMARYDATEDESCRIPTIONC4.2UTILITY PLAN............01" = 50'-0"50'-0"25'-0"NKnow what'sbelow.before you dig.CallRUTILITY LEGEND:CATCH BASINGATE VALVE AND VALVE BOXSANITARY SEWERSTORM SEWERWATER MAINPROPOSED FIRE HYDRANTMANHOLEFES AND RIP RAP
Civil Engineering Surveying Landscape Architecture4931 W. 35th Street, Suite 200St. Louis Park, MN 55416civilsitegroup.com 612-615-0060THE VILLAS AT CREST WOODS
PRIOR LAKE, MINNESOTA
7455 FRANCE AVENUE SOUTH, SUITE 351, EDINA, MN 55435
PRIOR LAKE DEVELOPMENT, LLC
PROJECT
ISSUE/SUBMITTAL SUMMARYDATEDESCRIPTION............PROJECT NUMBER:20302............3-15-21PRELIMINARY PLAT/ PUD SUBMITTALDRAWN BY:REVIEWED BY:KTMP..............COPYRIGHT CIVIL SITE GROUP INC.cP
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N44263Matthew R. PavekLICENSE NO.DATEI HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION, OR REPORT WASPREPARED BY ME OR UNDER MY DIRECTSUPERVISION AND THAT I AM A DULYLICENSED PROFESSIONAL ENGINEERUNDER THE LAWS OF THE STATE OFMINNESOTA.3-15-21REVISION SUMMARYDATEDESCRIPTIONC5.0CIVIL DETAILS............
Civil Engineering Surveying Landscape Architecture4931 W. 35th Street, Suite 200St. Louis Park, MN 55416civilsitegroup.com 612-615-0060THE VILLAS AT CREST WOODS
PRIOR LAKE, MINNESOTA
7455 FRANCE AVENUE SOUTH, SUITE 351, EDINA, MN 55435
PRIOR LAKE DEVELOPMENT, LLC
PROJECT
ISSUE/SUBMITTAL SUMMARYDATEDESCRIPTION............PROJECT NUMBER:20302............3-15-21PRELIMINARY PLAT/ PUD SUBMITTALDRAWN BY:REVIEWED BY:KTMP..............COPYRIGHT CIVIL SITE GROUP INC.cP
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N44263Matthew R. PavekLICENSE NO.DATEI HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION, OR REPORT WASPREPARED BY ME OR UNDER MY DIRECTSUPERVISION AND THAT I AM A DULYLICENSED PROFESSIONAL ENGINEERUNDER THE LAWS OF THE STATE OFMINNESOTA.3-15-21REVISION SUMMARYDATEDESCRIPTIONC5.1CIVIL DETAILS............
Civil Engineering Surveying Landscape Architecture4931 W. 35th Street, Suite 200St. Louis Park, MN 55416civilsitegroup.com 612-615-0060THE VILLAS AT CREST WOODS
PRIOR LAKE, MINNESOTA
7455 FRANCE AVENUE SOUTH, SUITE 351, EDINA, MN 55435
PRIOR LAKE DEVELOPMENT, LLC
PROJECT
ISSUE/SUBMITTAL SUMMARYDATEDESCRIPTION............PROJECT NUMBER:20302............3-15-21PRELIMINARY PLAT/ PUD SUBMITTALDRAWN BY:REVIEWED BY:KTMP..............COPYRIGHT CIVIL SITE GROUP INC.cP
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N44263Matthew R. PavekLICENSE NO.DATEI HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION, OR REPORT WASPREPARED BY ME OR UNDER MY DIRECTSUPERVISION AND THAT I AM A DULYLICENSED PROFESSIONAL ENGINEERUNDER THE LAWS OF THE STATE OFMINNESOTA.3-15-21REVISION SUMMARYDATEDESCRIPTIONC5.2CIVIL DETAILS............
Civil Engineering Surveying Landscape Architecture4931 W. 35th Street, Suite 200St. Louis Park, MN 55416civilsitegroup.com 612-615-0060THE VILLAS AT CREST WOODS
PRIOR LAKE, MINNESOTA
7455 FRANCE AVENUE SOUTH, SUITE 351, EDINA, MN 55435
PRIOR LAKE DEVELOPMENT, LLC
PROJECT
ISSUE/SUBMITTAL SUMMARYDATEDESCRIPTION............PROJECT NUMBER:20302............3-15-21PRELIMINARY PLAT/ PUD SUBMITTALDRAWN BY:REVIEWED BY:KTMP..............COPYRIGHT CIVIL SITE GROUP INC.cP
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N44263Matthew R. PavekLICENSE NO.DATEI HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION, OR REPORT WASPREPARED BY ME OR UNDER MY DIRECTSUPERVISION AND THAT I AM A DULYLICENSED PROFESSIONAL ENGINEERUNDER THE LAWS OF THE STATE OFMINNESOTA.3-15-21REVISION SUMMARYDATEDESCRIPTIONC5.3CIVIL DETAILS............
Civil Engineering Surveying Landscape Architecture4931 W. 35th Street, Suite 200St. Louis Park, MN 55416civilsitegroup.com 612-615-0060THE VILLAS AT CREST WOODS
PRIOR LAKE, MINNESOTA
7455 FRANCE AVENUE SOUTH, SUITE 351, EDINA, MN 55435
PRIOR LAKE DEVELOPMENT, LLC
PROJECT
ISSUE/SUBMITTAL SUMMARYDATEDESCRIPTION............PROJECT NUMBER:20302............3-15-21PRELIMINARY PLAT/ PUD SUBMITTALDRAWN BY:REVIEWED BY:KTMP..............COPYRIGHT CIVIL SITE GROUP INC.cP
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N44263Matthew R. PavekLICENSE NO.DATEI HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION, OR REPORT WASPREPARED BY ME OR UNDER MY DIRECTSUPERVISION AND THAT I AM A DULYLICENSED PROFESSIONAL ENGINEERUNDER THE LAWS OF THE STATE OFMINNESOTA.3-15-21REVISION SUMMARYDATEDESCRIPTIONC5.4CIVIL DETAILS............
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9 87654321234587654321 123451245678131412345681011231 11131279216POND /INFILTRATIONBASINPOND /INFILTRATIONBASINCONSTRUCTIONLIMITS (TYP.)CONSTRUCTIONLIMITS (TYP.)CONSTRUCTIONLIMITS (TYP.)CONSTRUCTIONLIMITS (TYP.)CONSTRUCTIONLIMITS (TYP.)CONSTRUCTIONLIMITS (TYP.)CONSTRUCTION LIMITS (TYP.)1
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PRIOR LAKE, MINNESOTA
7455 FRANCE AVENUE SOUTH, SUITE 351, EDINA, MN 55435
PRIOR LAKE DEVELOPMENT, LLC
PROJECT
ISSUE/SUBMITTAL SUMMARYDATEDESCRIPTION............PROJECT NUMBER:20302............3-15-21PRELIMINARY PLAT/ PUD SUBMITTALDRAWN BY:REVIEWED BY:KTMP..............COPYRIGHT CIVIL SITE GROUP INC.cP
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N26980KEVIN TEPPENLICENSE NO.DATEI HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION, OR REPORT WASPREPARED BY ME OR UNDER MY DIRECTSUPERVISION AND THAT I AM A DULYLICENSED LANDSCAPE ARCHITECT UNDERTHE LAWS OF THE STATE OF MINNESOTA.3-15-2101" = 100'-0"100'-0"50'-0"NKnow what'sbelow.before you dig.CallRTREES PER LOT: 2. TOTAL LOTS: 69TREES REQUIRED:139REPLACEMENT TREES REQUIRED:122BUFFERYARD TREES REQUIRED: 77TOTAL TREES REQUIRED:337TOTAL TREES PROVIDED:337REQUIRED LANDSCAPE CALCULATIONSLAWN - SOD, SALT TOLLERANTSEED TYPE 1 - MNDOT 33-261 STORMWATER SOUTH &WEST, PER MNDOT SEEDING MANUALSPECIFICATIONS (2014)SEED TYPE 2 - MNDOT 35-221 DRY PRAIRIE, PERMNDOT SEEDING MANUAL SPECIFICATIONS (2014)PROPOSED EVERGREEN TREE SYMBOLS - SEE PLANTSCHEDULE AND PLAN FOR SPECIES AND PLANTING SIZESPROPOSED CANOPY TREE SYMBOLS - SEE PLANT SCHEDULEAND PLAN FOR SPECIES AND PLANTING SIZESLEGENDSEED TYPE 3 - MNDOT 25-131 TURF, PER MNDOTSEEDING MANUAL SPECIFICATIONS (2014)LANDSCAPE NOTES:1.WHERE SHOWN, SHRUB & PERENNIAL BEDS SHALL BE MULCHED WITH 4" DEPTH (MINIMUM AFTER INSTALLATION AND/OR TOP DRESSING OPERATIONS) OFSHREDDED HARDWOOD MULCH.2.ALL TREES SHALL BE MULCHED WITH SHREDDED HARDWOOD MULCH TO OUTER EDGE OF SAUCER OR TO EDGE OF PLANTING BED, IF APPLICABLE. ALLMULCH SHALL BE KEPT WITHIN A MINIMUM OF 2" FROM TREE TRUNK.3.PLANT MATERIALS SHALL CONFORM WITH THE AMERICAN ASSOCIATION OF NURSERYMEN STANDARDS AND SHALL BE OF HARDY STOCK, FREE FROMDISEASE, DAMAGE AND DISFIGURATION. CONTRACTOR IS RESPONSIBLE FOR MAINTAINING PLUMPNESS OF PLANT MATERIAL FOR DURATION OFACCEPTANCE PERIOD.4.UPON DISCOVERY OF A DISCREPANCY BETWEEN THE QUANTITY OF PLANTS SHOWN ON THE SCHEDULE AND THE QUANTITY SHOWN ON THE PLAN, THEPLAN SHALL GOVERN.5.CONDITION OF VEGETATION SHALL BE MONITORED BY THE LANDSCAPE ARCHITECT THROUGHOUT THE DURATION OF THE CONTRACT. LANDSCAPEMATERIALS PART OF THE CONTRACT SHALL BE WARRANTED FOR TWO (2) FULL GROWING SEASONS FROM SUBSTANTIAL COMPLETION DATE.6.ALL AREAS DISTURBED BY CONSTRUCTION ACTIVITIES SHALL RECEIVE 4" LAYER TOPSOIL AND SOD AS SPECIFIED UNLESS OTHERWISE NOTED ON THEDRAWINGS.7.ALL PLANT MATERIALS SHALL BE WATERED AND MAINTAINED UNTIL ACCEPTANCE.8.REPAIR AT NO COST TO OWNER ALL DAMAGE RESULTING FROM LANDSCAPE CONTRACTOR'S ACTIVITIES.9.SWEEP AND MAINTAIN ALL PAVED SURFACES FREE OF DEBRIS GENERATED FROM LANDSCAPE CONTRACTOR'S ACTIVITIES.SHREDDED HARDWOOD MULCH (UNDER TREES)THREE TIMES WIDTHOF ROOTBALLDECIDUOUS & CONIFEROUS TREE PLANTINGN T SPRUNE AS FIELD DIRECTED BY THE LANDSCAPEARCHITECT TO IMPROVE APPEARANCE (RETAINNORMAL TREE SHAPE)THREE 2"X4"X8' WOODEN STAKES, STAINED BROWNWITH TWO STRANDS OF WIRE TWISTED TOGETHER.STAKES SHALL BE PLACED AT 120° TO ONE ANOTHER.WIRE SHALL BE THREADED THROUGH NYLONSTRAPPING WITH GROMMETS. ALTERNATE STABILIZINGMETHODS MAY BE PROPOSED BY CONTRACTOR.TRUNK FLARE JUNCTION: PLANT TREE 1"-2" ABOVEEXISTING GRADEMULCH TO OUTER EDGE OF SAUCER OR TO EDGE OFPLANTING BED, IF APPLICABLE. ROCK OR ORGANICMULCH, SEE GENERAL LANDSCAPE NOTES AND PLANNOTES FOR MULCH TYPE. KEEP MULCH MIN. 2" FROMPLANT TRUNKEXISTING GRADECUT AND REMOVE BURLAP FROM TOP 1/3 OF ROOTBALL. IF NON-BIODEGRADABLE, REMOVE COMPLETELYSLOPE SIDES OF HOLE OR VERTICAL SIDES AT EDGE OFPLANTING BEDBACKFILL AS SPECIFIEDCOMPACT BOTTOM OF PIT, TYP.RULE OF THUMB - MODIFY EXCAVATION BASED ONLOCATION OF PLANT MATERIAL AND DESIGN OF BEDSOR OVERALL PLANT PLACEMENT1PLANT SCHEDULE - ENTIRE SITESYMQUANT.COMMON NAMEBOTANICAL NAMESIZEROOTCOMMENTSDECIDUOUS TREESSM48SUGAR MAPLEAcer saccharum2.5" CAL.B&BSTRAIGHT LEADER. FULL FORMRM43PRESIDENTIAL GOLD GINKOGinko biloba "The President"2.5" CAL.B&BSTRAIGHT LEADER. FULL FORMHA11HACKBERRYCeltis occidentalis2.5" CAL.B&BSTRAIGHT LEADER. FULL FORMBA27BASSWOODTilia americana2.5" CAL.B&BSTRAIGHT LEADER. FULL FORMCO28COFFEETREEGymnocladus dioicus2.5" CAL.B&BSTRAIGHT LEADER. FULL FORMSO26SWAMP WHITE OAKQuercus bicolor2.5" CAL.B&BSTRAIGHT LEADER. FULL FORMRO48RED OAKQuercus rubrum2.5" CAL.B&BSTRAIGHT LEADER. FULL FORM231TOTAL DECIDUOUS TREESEVERGREEN TREESRP22RED PINEPinus resinosa6' ht.B&BSTRAIGHT LEADER. FULL FORMWP19WHITE PINEPinus strobus6' ht.B&BSTRAIGHT LEADER. FULL FORMBS28BLACK HILLS SPRUCEPicea glauca "Densata"6' ht.B&BSTRAIGHT LEADER. FULL FORMCS28COLORADO SPRUCEPicea pungens 'Glauca'6' ht.B&BSTRAIGHT LEADER. FULL FORMNS9CONCOLOR FIRAbies concolor6' ht.B&BSTRAIGHT LEADER. FULL FORM106TOTAL EVERGREEN TREES
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9 87654321234511456781314123456810111131279216 POND /INFILTRATIONBASINCONSTRUCTIONLIMITS (TYP.)CONSTRUCTIONLIMITS (TYP.)CONSTRUCTIONLIMITS (TYP.)CONSTRUCTIONLIMITS (TYP.)CONSTRUCTION LIMITS (TYP.)1
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3SEED TYPE 1 (TYP.)SEED TYPE 3 (TYP.)SEED TYPE 1 (TYP.)SEED TYPE 1 (TYP.)SEED TYPE 3 (TYP.)SEED TYPE 3 (TYP.)SEED TYPE 2 (TYP.)SEED TYPE 2 (TYP.)SEED TYPE 3 (TYP.)SEED TYPE 3 (TYP.)3 - CS9 - RP9 - WP4 - BS5 - NS5 - CS5 - BS2 - NS20 - RO14 - RO14 - RO10- SM10 - SM10 - SM11 - SM19 - SO19 - RM4 - HA7 - BA4 - BA8 - BA1 - BA3 - BASEED TYPE 2 (TYP.)Civil Engineering Surveying Landscape Architecture4931 W. 35th Street, Suite 200St. Louis Park, MN 55416civilsitegroup.com 612-615-0060THE VILLAS AT CREST WOODS
PRIOR LAKE, MINNESOTA
7455 FRANCE AVENUE SOUTH, SUITE 351, EDINA, MN 55435
PRIOR LAKE DEVELOPMENT, LLC
PROJECT
ISSUE/SUBMITTAL SUMMARYDATEDESCRIPTION............PROJECT NUMBER:20302............3-15-21PRELIMINARY PLAT/ PUD SUBMITTALDRAWN BY:REVIEWED BY:KTMP..............COPYRIGHT CIVIL SITE GROUP INC.cP
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N26980KEVIN TEPPENLICENSE NO.DATEI HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION, OR REPORT WASPREPARED BY ME OR UNDER MY DIRECTSUPERVISION AND THAT I AM A DULYLICENSED LANDSCAPE ARCHITECT UNDERTHE LAWS OF THE STATE OF MINNESOTA.3-15-21REVISION SUMMARYDATEDESCRIPTIONL1.1LANDSCAPE PLAN............01" = 50'-0"50'-0"25'-0"NKnow what'sbelow.before you dig.CallRLAWN - SOD, SALT TOLLERANTSEED TYPE 1 - MNDOT 33-261 STORMWATER SOUTH &WEST, PER MNDOT SEEDING MANUALSPECIFICATIONS (2014)SEED TYPE 2 - MNDOT 35-221 DRY PRAIRIE, PERMNDOT SEEDING MANUAL SPECIFICATIONS (2014)PROPOSED EVERGREEN TREE SYMBOLS - SEE PLANTSCHEDULE AND PLAN FOR SPECIES AND PLANTING SIZESPROPOSED CANOPY TREE SYMBOLS - SEE PLANT SCHEDULEAND PLAN FOR SPECIES AND PLANTING SIZESLEGENDSEED TYPE 3 - MNDOT 25-131 TURF, PER MNDOTSEEDING MANUAL SPECIFICATIONS (2014)SHREDDED HARDWOOD MULCH (UNDER TREES)PLANT SCHEDULE - ENTIRE SITESYMQUANT.COMMON NAMEBOTANICAL NAMESIZEROOTCOMMENTSDECIDUOUS TREESSM48SUGAR MAPLEAcer saccharum2.5" CAL.B&BSTRAIGHT LEADER. FULL FORMRM43PRESIDENTIAL GOLD GINKOGinko biloba "The President"2.5" CAL.B&BSTRAIGHT LEADER. FULL FORMHA11HACKBERRYCeltis occidentalis2.5" CAL.B&BSTRAIGHT LEADER. FULL FORMBA27BASSWOODTilia americana2.5" CAL.B&BSTRAIGHT LEADER. FULL FORMCO28COFFEETREEGymnocladus dioicus2.5" CAL.B&BSTRAIGHT LEADER. FULL FORMSO26SWAMP WHITE OAKQuercus bicolor2.5" CAL.B&BSTRAIGHT LEADER. FULL FORMRO48RED OAKQuercus rubrum2.5" CAL.B&BSTRAIGHT LEADER. FULL FORM231TOTAL DECIDUOUS TREESEVERGREEN TREESRP22RED PINEPinus resinosa6' ht.B&BSTRAIGHT LEADER. FULL FORMWP19WHITE PINEPinus strobus6' ht.B&BSTRAIGHT LEADER. FULL FORMBS28BLACK HILLS SPRUCEPicea glauca "Densata"6' ht.B&BSTRAIGHT LEADER. FULL FORMCS28COLORADO SPRUCEPicea pungens 'Glauca'6' ht.B&BSTRAIGHT LEADER. FULL FORMNS9CONCOLOR FIRAbies concolor6' ht.B&BSTRAIGHT LEADER. FULL FORM106TOTAL EVERGREEN TREES
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1POND /INFILTRATIONBASINCONSTRUCTIONLIMITS (TYP.)CONSTRUCTIONLIMITS (TYP.)CONSTRUCTIONLIMITS (TYP.)CONSTRUCTIONLIMITS (TYP.)CONSTRUCTIONLIMITS (TYP.)1SEED TYPE 1 (TYP.)SEED TYPE 1 (TYP.)SEED TYPE 3 (TYP.)SEED TYPE 3 (TYP.)SEED TYPE 3 (TYP.)SEED TYPE 2 (TYP.)SEED TYPE 3 (TYP.)SEED TYPE 2 (TYP.)SEED TYPE 3 (TYP.)SEED TYPE 3 (TYP.)SEED TYPE 3 (TYP.)8 - RP3 - CS3 - BS6 - WP5 - RP4 - WP6 - BS3 - CS2 - NS5 - CS5 - BS4 - BS3 - HA20 - RO7 - SO10- SM10 - SM7 - SM4 - BA9 - CO9 - CO3 - HA5 - CO5 - CO1 - HA8 - RM2 - RM14 - RMSEED TYPE 2 (TYP.)SEED TYPE 2 (TYP.)Civil Engineering Surveying Landscape Architecture4931 W. 35th Street, Suite 200St. Louis Park, MN 55416civilsitegroup.com 612-615-0060THE VILLAS AT CREST WOODS
PRIOR LAKE, MINNESOTA
7455 FRANCE AVENUE SOUTH, SUITE 351, EDINA, MN 55435
PRIOR LAKE DEVELOPMENT, LLC
PROJECT
ISSUE/SUBMITTAL SUMMARYDATEDESCRIPTION............PROJECT NUMBER:20302............3-15-21PRELIMINARY PLAT/ PUD SUBMITTALDRAWN BY:REVIEWED BY:KTMP..............COPYRIGHT CIVIL SITE GROUP INC.cP
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N26980KEVIN TEPPENLICENSE NO.DATEI HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION, OR REPORT WASPREPARED BY ME OR UNDER MY DIRECTSUPERVISION AND THAT I AM A DULYLICENSED LANDSCAPE ARCHITECT UNDERTHE LAWS OF THE STATE OF MINNESOTA.3-15-21REVISION SUMMARYDATEDESCRIPTIONC4.1LANDSCAPE PLAN............01" = 50'-0"50'-0"25'-0"NKnow what'sbelow.before you dig.CallRLAWN - SOD, SALT TOLLERANTSEED TYPE 1 - MNDOT 33-261 STORMWATER SOUTH &WEST, PER MNDOT SEEDING MANUALSPECIFICATIONS (2014)SEED TYPE 2 - MNDOT 35-221 DRY PRAIRIE, PERMNDOT SEEDING MANUAL SPECIFICATIONS (2014)PROPOSED EVERGREEN TREE SYMBOLS - SEE PLANTSCHEDULE AND PLAN FOR SPECIES AND PLANTING SIZESPROPOSED CANOPY TREE SYMBOLS - SEE PLANT SCHEDULEAND PLAN FOR SPECIES AND PLANTING SIZESLEGENDSEED TYPE 3 - MNDOT 25-131 TURF, PER MNDOTSEEDING MANUAL SPECIFICATIONS (2014)SHREDDED HARDWOOD MULCH (UNDER TREES)PLANT SCHEDULE - ENTIRE SITESYMQUANT.COMMON NAMEBOTANICAL NAMESIZEROOTCOMMENTSDECIDUOUS TREESSM48SUGAR MAPLEAcer saccharum2.5" CAL.B&BSTRAIGHT LEADER. FULL FORMRM43PRESIDENTIAL GOLD GINKOGinko biloba "The President"2.5" CAL.B&BSTRAIGHT LEADER. FULL FORMHA11HACKBERRYCeltis occidentalis2.5" CAL.B&BSTRAIGHT LEADER. FULL FORMBA27BASSWOODTilia americana2.5" CAL.B&BSTRAIGHT LEADER. FULL FORMCO28COFFEETREEGymnocladus dioicus2.5" CAL.B&BSTRAIGHT LEADER. FULL FORMSO26SWAMP WHITE OAKQuercus bicolor2.5" CAL.B&BSTRAIGHT LEADER. FULL FORMRO48RED OAKQuercus rubrum2.5" CAL.B&BSTRAIGHT LEADER. FULL FORM231TOTAL DECIDUOUS TREESEVERGREEN TREESRP22RED PINEPinus resinosa6' ht.B&BSTRAIGHT LEADER. FULL FORMWP19WHITE PINEPinus strobus6' ht.B&BSTRAIGHT LEADER. FULL FORMBS28BLACK HILLS SPRUCEPicea glauca "Densata"6' ht.B&BSTRAIGHT LEADER. FULL FORMCS28COLORADO SPRUCEPicea pungens 'Glauca'6' ht.B&BSTRAIGHT LEADER. FULL FORMNS9CONCOLOR FIRAbies concolor6' ht.B&BSTRAIGHT LEADER. FULL FORM106TOTAL EVERGREEN TREES
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213PERIMETER EROSIONCONTROL AT CONSTRUCTIONLIMITS, TYP.PERIMETER EROSIONCONTROL AT CONSTRUCTIONLIMITS, TYP.CONSTRUCTIONENTRANCECONTRACTOR TO PROVIDEINLET PROTECTION AT ALLDOWNSTREAM CATCHBASINS.PERIMETER EROSIONCONTROL AT CONSTRUCTIONLIMITS, TYP.CONTRACTOR TO PROVIDEINLET PROTECTION AT ALLDOWNSTREAM CATCHBASINS.CONTRACTOR TO PROVIDEINLET PROTECTION AT ALLDOWNSTREAM CATCHBASINS.CONTRACTOR TO PROVIDEINLET PROTECTION AT ALLDOWNSTREAM CATCHBASINS.INLET PROTECTION ATCATCH BASINS, TYPINLET PROTECTION ATCATCH BASINS, TYPINLET PROTECTION ATCATCH BASINS, TYPPERIMETEREROSION CONTROLAT CONSTRUCTIONLIMITS, TYP.Civil Engineering Surveying Landscape Architecture4931 W. 35th Street, Suite 200St. Louis Park, MN 55416civilsitegroup.com 612-615-0060THE VILLAS AT CREST WOODS
PRIOR LAKE, MINNESOTA
7455 FRANCE AVENUE SOUTH, SUITE 351, EDINA, MN 55435
PRIOR LAKE DEVELOPMENT, LLC
PROJECT
ISSUE/SUBMITTAL SUMMARYDATEDESCRIPTION............PROJECT NUMBER:20302............3-15-21PRELIMINARY PLAT/ PUD SUBMITTALDRAWN BY:REVIEWED BY:KTMP..............COPYRIGHT CIVIL SITE GROUP INC.cP
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N44263Matthew R. PavekLICENSE NO.DATEI HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION, OR REPORT WASPREPARED BY ME OR UNDER MY DIRECTSUPERVISION AND THAT I AM A DULYLICENSED PROFESSIONAL ENGINEERUNDER THE LAWS OF THE STATE OFMINNESOTA.3-15-21REVISION SUMMARYDATEDESCRIPTIONSW1.0SWPPP - EXISTINGCONDITIONS............01" = 100'-0"100'-0"50'-0"N1.ALL EXISTING UTILITY LOCATIONS SHOWN ARE APPROXIMATE. CONTACT"GOPHER STATE ONE CALL" (651-454-0002 OR 800-252-1166) FOR UTILITY LOCATIONS,48 HOURS PRIOR TO CONSTRUCTION. THE CONTRACTOR SHALL REPAIR ORREPLACE ANY UTILITIES THAT ARE DAMAGED DURING CONSTRUCTION AT NO COSTTO THE OWNER.2. THIS PROJECT IS GREATER THAN ONE ACRE AND WILL REQUIRE AN MPCA NPDESPERMIT. CONTRACTOR IS RESPONSIBLE FOR OBTAINING ANY EROSION CONTROLPERMITS REQUIRED BY THE CITY.3. SEE SHEETS SW1.0 - SW1.5 FOR ALL EROSION CONTROL NOTES, DESCRIPTIONS,AND PRACTICES.4. SEE GRADING PLAN FOR ADDITIONAL GRADING AND EROSION CONTROL NOTES.5. CONTRACTOR IS RESPONSIBLE FOR SWPPP IMPLEMENTATION, INSPECTIONS,AND COMPLIANCE WITH NPDES PERMIT.SWPPP NOTES:Know what'sbelow.before you dig.CallRLEGEND:EX. 1' CONTOUR ELEVATION INTERVALINLET PROTECTIONSTABILIZED CONSTRUCTION ENTRANCEDRAINAGE ARROW1.0' CONTOUR ELEVATION INTERVALSILT FENCE / BIOROLL - GRADING LIMITEROSION CONTROL BLANKETALL SPECIFIED EROSION AND SEDIMENT CONTROL PRACTICES, ANDMEASURES CONTAINED IN THIS SWPPP ARE THE MINIMUMREQUIREMENTS. ADDITIONAL PRACTICES MAY BE REQUIRED DURINGTHE COURSE OF CONSTRUCTION.1.THE PERIMETER/DOWNSTREAM SEDIMENT CONTROL BMPS SHOULD BE INSTALLEDBY THE CONTRACTOR AND INSPECTED BY THE CITY PRIOR TO ANY SITE WORK.2.SLOPES GREATER OR EQUAL TO 3:1 SHALL HAVE APPROVED EROSION CONTROLBMPS INSTALLED IMMEDIATELY AFTER FINISHED GRADING.3.ALL DOWN GRADIENT SEDIMENT CONTROL BMPS SHALL BE INSTALLED PRIOR TOANY LAND DISTURBANCE. THE CITY MUST INSPECT AND APPROVE THESE BMPSBEFORE LAND DISTURBANCE MAY OCCUR.CITY OF PRIOR LAKE EROSION CONTROL NOTES:
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13PERIMETER EROSIONCONTROL AT CONSTRUCTIONLIMITS, TYP.PERIMETER EROSIONCONTROL AT CONSTRUCTIONLIMITS, TYP.CONSTRUCTIONENTRANCECONTRACTOR TO PROVIDEINLET PROTECTION AT ALLDOWNSTREAM CATCHBASINS.PERIMETER EROSIONCONTROL AT CONSTRUCTIONLIMITS, TYP.CONTRACTOR TO PROVIDEINLET PROTECTION AT ALLDOWNSTREAM CATCHBASINS.CONTRACTOR TO PROVIDEINLET PROTECTION AT ALLDOWNSTREAM CATCHBASINS.CONTRACTOR TO PROVIDEINLET PROTECTION AT ALLDOWNSTREAM CATCHBASINS.INLET PROTECTION ATCATCH BASINS, TYPINLET PROTECTION ATCATCH BASINS, TYPINLET PROTECTION ATCATCH BASINS, TYPPERIMETEREROSION CONTROLAT CONSTRUCTIONLIMITS, TYP.Civil Engineering Surveying Landscape Architecture4931 W. 35th Street, Suite 200St. Louis Park, MN 55416civilsitegroup.com 612-615-0060THE VILLAS AT CREST WOODS
PRIOR LAKE, MINNESOTA
7455 FRANCE AVENUE SOUTH, SUITE 351, EDINA, MN 55435
PRIOR LAKE DEVELOPMENT, LLC
PROJECT
ISSUE/SUBMITTAL SUMMARYDATEDESCRIPTION............PROJECT NUMBER:20302............3-15-21PRELIMINARY PLAT/ PUD SUBMITTALDRAWN BY:REVIEWED BY:KTMP..............COPYRIGHT CIVIL SITE GROUP INC.cP
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N44263Matthew R. PavekLICENSE NO.DATEI HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION, OR REPORT WASPREPARED BY ME OR UNDER MY DIRECTSUPERVISION AND THAT I AM A DULYLICENSED PROFESSIONAL ENGINEERUNDER THE LAWS OF THE STATE OFMINNESOTA.3-15-21REVISION SUMMARYDATEDESCRIPTIONSW1.1SWPPP - PROPOSEDCONDITIONS............01" = 100'-0"100'-0"50'-0"N1.ALL EXISTING UTILITY LOCATIONS SHOWN ARE APPROXIMATE. CONTACT"GOPHER STATE ONE CALL" (651-454-0002 OR 800-252-1166) FOR UTILITY LOCATIONS,48 HOURS PRIOR TO CONSTRUCTION. THE CONTRACTOR SHALL REPAIR ORREPLACE ANY UTILITIES THAT ARE DAMAGED DURING CONSTRUCTION AT NO COSTTO THE OWNER.2. THIS PROJECT IS GREATER THAN ONE ACRE AND WILL REQUIRE AN MPCA NPDESPERMIT. CONTRACTOR IS RESPONSIBLE FOR OBTAINING ANY EROSION CONTROLPERMITS REQUIRED BY THE CITY.3. SEE SHEETS SW1.0 - SW1.5 FOR ALL EROSION CONTROL NOTES, DESCRIPTIONS,AND PRACTICES.4. SEE GRADING PLAN FOR ADDITIONAL GRADING AND EROSION CONTROL NOTES.5. CONTRACTOR IS RESPONSIBLE FOR SWPPP IMPLEMENTATION, INSPECTIONS,AND COMPLIANCE WITH NPDES PERMIT.SWPPP NOTES:Know what'sbelow.before you dig.CallRLEGEND:EX. 1' CONTOUR ELEVATION INTERVALINLET PROTECTIONSTABILIZED CONSTRUCTION ENTRANCEDRAINAGE ARROW1.0' CONTOUR ELEVATION INTERVALSILT FENCE / BIOROLL - GRADING LIMITEROSION CONTROL BLANKETALL SPECIFIED EROSION AND SEDIMENT CONTROL PRACTICES, ANDMEASURES CONTAINED IN THIS SWPPP ARE THE MINIMUMREQUIREMENTS. ADDITIONAL PRACTICES MAY BE REQUIRED DURINGTHE COURSE OF CONSTRUCTION.1.THE PERIMETER/DOWNSTREAM SEDIMENT CONTROL BMPS SHOULD BE INSTALLEDBY THE CONTRACTOR AND INSPECTED BY THE CITY PRIOR TO ANY SITE WORK.2.SLOPES GREATER OR EQUAL TO 3:1 SHALL HAVE APPROVED EROSION CONTROLBMPS INSTALLED IMMEDIATELY AFTER FINISHED GRADING.3.ALL DOWN GRADIENT SEDIMENT CONTROL BMPS SHALL BE INSTALLED PRIOR TOANY LAND DISTURBANCE. THE CITY MUST INSPECT AND APPROVE THESE BMPSBEFORE LAND DISTURBANCE MAY OCCUR.CITY OF PRIOR LAKE EROSION CONTROL NOTES:
Civil Engineering Surveying Landscape Architecture4931 W. 35th Street, Suite 200St. Louis Park, MN 55416civilsitegroup.com 612-615-0060THE VILLAS AT CREST WOODS
PRIOR LAKE, MINNESOTA
7455 FRANCE AVENUE SOUTH, SUITE 351, EDINA, MN 55435
PRIOR LAKE DEVELOPMENT, LLC
PROJECT
ISSUE/SUBMITTAL SUMMARYDATEDESCRIPTION............PROJECT NUMBER:20302............3-15-21PRELIMINARY PLAT/ PUD SUBMITTALDRAWN BY:REVIEWED BY:KTMP..............COPYRIGHT CIVIL SITE GROUP INC.cP
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N44263Matthew R. PavekLICENSE NO.DATEI HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION, OR REPORT WASPREPARED BY ME OR UNDER MY DIRECTSUPERVISION AND THAT I AM A DULYLICENSED PROFESSIONAL ENGINEERUNDER THE LAWS OF THE STATE OFMINNESOTA.3-15-21REVISION SUMMARYDATEDESCRIPTIONSW1.2SWPPP - DETAILS............OVERFLOW AT TOP OFFILTER ASSEMBLYOVERFLOW IS 12 OF THE CURBBOX HEIGHTHIGH-FLOW FABRICFILTER ASSEMBLY DIAMETER, 6"ON-GRADE 10" AT LOW POINTEXISTING CURB, PLATE, BOX,AND GRATENOTES:1. REPLACE INLET GRATE UPON COMPLETE INSTALLATION OF INLET PROTECTION FABRIC.2. CONTRACTOR SHALL REMOVE ALL ACCUMULATED SEDIMENT AND DEBRIS FROM THE SURFACE OF THE SYSTEMAFTER EACH STORM EVENT AND AT THE COMPLETION OF THE CONTRACT.3. REFERENCE APPLE VALLEY STANDARD PLATE ERO-4C.CURB INLET FILTERN T S1FILTER FABRIC AS SPECIFIEDEXISTING GROUNDSURFACEDIRECTION OF FLOWWOODEN STAKES 1/2"X2"X16" MIN. PLACED 10' O.C.WHEN INSTALLED ON GROUND. IF INSTALLED ONPVMT. PROVIDE SANDBAGS BEHIND AND ON TOP ATMIN. 10' O.C.8" MIN.SEDIMENT BIO-ROLL / COMPOST FILTER LOGN T SFILLER AS SPECIFIEDNOTE:1. COMPOST FILTER LOGS (BIO ROLLS) SHALL BE FILTREXX EROSION CONTROL SOXX OR APPROVED EQUAL.2. COMPOST FILLER TO BE MADE FROM A COMPOST BLEND 30%-40% GRADE 2 (SPEC 3890) AND 60%-70%PARTIALLY DECOMPOSED WOOD CHIPS, PER MNDOT SPEC 3897.3. FILTER FABRIC SHALL BE GEOTEXTILE KNITTED MATERIAL WITH MAX. OPENINGS OF 3/8".4. IF MULTIPLE ROLLS NEEDED, OVERLAP BY MIN. 12" AT ENDS AND STAKE.5. SILT SHALL BE REMOVED ONCE IT REACHES 80% OF THE HEIGHT OF THE ROLL OR AS DEEMED NECESSARYBY SITE CONTRACTOR TO MAINTAIN PROPER FUNCTION.FILL UPSTREAM BASE EDGE WITH2" OF DIRT OR COMPOST TOEMBED ROLL.2TEMPORARY SEDIMENT BASIN OUTLETN T SCROSS SECTIONEARTHDAMSEDIMENTSTORAGE AREAANTI-FLOATATIONDEVICEMINIMUM SLOPES 3:1EMERGENCY OVERFLOWELEVATIONTOP OF DAMANTI-SEEPCOLLAR8" HDPE OUTLETPIPEDISSIPATERPAD RIP RAPPAINTED RED CLEANOUTMARK LOCATED HALFWAYUP RISER PIPEWATER LEVELDURING STORMCRUSHED ROCKFILTER8" PVC RISE(PERFORATED)0'-6" MINIMUMFREEBOARDTRASH RACK & ANTI-VORTEX DEVICE3
Civil Engineering Surveying Landscape Architecture4931 W. 35th Street, Suite 200St. Louis Park, MN 55416civilsitegroup.com 612-615-0060THE VILLAS AT CREST WOODS
PRIOR LAKE, MINNESOTA
7455 FRANCE AVENUE SOUTH, SUITE 351, EDINA, MN 55435
PRIOR LAKE DEVELOPMENT, LLC
PROJECT
ISSUE/SUBMITTAL SUMMARYDATEDESCRIPTION............PROJECT NUMBER:20302............3-15-21PRELIMINARY PLAT/ PUD SUBMITTALDRAWN BY:REVIEWED BY:KTMP..............COPYRIGHT CIVIL SITE GROUP INC.cP
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N44263Matthew R. PavekLICENSE NO.DATEI HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION, OR REPORT WASPREPARED BY ME OR UNDER MY DIRECTSUPERVISION AND THAT I AM A DULYLICENSED PROFESSIONAL ENGINEERUNDER THE LAWS OF THE STATE OFMINNESOTA.3-15-21REVISION SUMMARYDATEDESCRIPTIONSW1.3SWPPP - NARRATIVE............OWNER:PRIOR LAKE DEVELOPMENT, LLC7455 FRANCE AVE S, SUITE 351, EDINA, MN 55435OWNER INFORMATIONTRAINING SECTION 21PARTY RESPONSIBLE FOR LONG TERM OPERATION AND MAINTENANCE OF PERMANENTSTORM WATER MANAGEMENT SYSTEMCONTACT:PERMANENT STORMWATER MANAGEMENT IS NOT REQUIRED AS PART OF THIS PROJECT TO MEET NPDES PERMIT REQUIREMENTS. THEPROPERTY OWNER IS RESPONSIBLE FOR THE LONG TERM OPERATION AND MAINTENANCE OF THE PROPOSED STORMWATER SYSTEM.AREAS AND QUANTITIES:SWPPP CONTACT PERSONCONTRACTOR:SWPPP INSPECTOR TRAINING:ALL SWPPP INSPECTIONS MUST BE PERFORMED BY APERSON THAT MEETS THE TRAINING REQUIREMENTS OF THENPDES CONSTRUCTION SITE PERMIT.TRAINING CREDENTIALS SHALL BE PROVIDED BY THECONTRACTOR AND KEPT ON SITE WITH THE SWPPPNOTE: QUANTITIES ARE FOR INFORMATIONAL PURPOSES ONLY. CONTRACTOR SHALL DETERMINE FOR THEMSELVES THE EXACTQUANTITIES FOR BIDDING AND CONSTRUCTION.PROJECT NARRATIVE:PROJECT IS A REDEVELOPMENT OF AN EXISTING GAS STATION BUILDING INTO TWO NEW COMMERCIAL RESTAURANT BUILDINGS. SITE, GRADING,UTILITY AND LANDSCAPE IMPROVEMENTS WILL OCCUR.NATIVE BUFFER NARRATIVE:PRESERVING A 50' NATURAL BUFFER AROUND WATER BODIES IS NOT REQUIRED AS PART OF THIS PROJECT BECAUSE WATER BODIES ARE NOTLOCATED ON SITE.SOIL CONTAMINATION NARRATIVE:SOILS ONSITE HAVE NOT BEEN IDENTIFIED AS CONTAMINATED. SINCE NO CONTAMINATION EXISTS, INFILTRATION IS FEASIBLE AS LONG AS SOILTYPE IS CONDUCIVE TO INFILTRATION.SPECIAL TMDL BMP REQUIREMENTS SITE SPECIFIC (IF REQUIRED):THIS PROJECT IS WITHIN ONE MILE AND DISCHARGES TO BOTH MEDICINE LAKE AND NORTHWOOD LAKE - MEDICINE LAKE AND NORTHWOOD LAKEARE IDENTIFIED AS IMPAIRED WATER BODIES PER THE MPCA'S 303(D) IMPAIRED WATERS LIST. MEDICINE LAKE AND NORTHWOOD LAKE AREIMPAIRED FOR NUTRIENT EUTROPHICATION BIOLOGICAL INDICATORS. BECAUSE THESE WATERS ARE LOCATED WITHIN ONE MILE OF THE SITE,BMPS AS DEFINED IN THE NPDES PERMIT ITEMS 23.9 AND 23.10 APPLY. THESE ARE AS FOLLOWS:1.DURING CONSTRUCTION:A.STABILIZATION OF ALL EXPOSED SOIL AREAS MUST BE INITIATED IMMEDIATELY TO LIMIT SOIL EROSION BUT IN NO CASE COMPLETEDLATER THAN SEVEN (7) DAYS AFTER THE CONSTRUCTION ACTIVITY IN THAT PORTION OF THE SITE HAS TEMPORARILY OR PERMANENTLYCEASED.B.TEMPORARY SEDIMENT BASIN REQUIREMENTS DESCRIBED IN SECTION 14. MUST BE USED FOR COMMON DRAINAGE LOCATIONS THATSERVE AN AREA WITH FIVE (5) OR MORE ACRES DISTURBED AT ONE TIME.PERMANENT STABILIZATION NOTES SITE SPECIFIC:PERMANENT SEED MIX·FOR THIS PROJECT ALL AREAS THAT ARE NOT TO BE SODDED OR LANDSCAPED SHALL RECEIVE A NATIVE PERMANENT SEED MIX.··AREAS IN BUFFERS AND ADJACENT TO OR IN WET AREAS MNDOT SEED MIX 33-261 (STORMWATER SOUTH AND WEST) AT 35 LBS PERACRE.··DRY AREAS MNDOT SEED MIX 35-221 (DRY PRAIRIE GENERAL) AT 40 LBS PER ACRE.·MAINTENANCE SHALL BE IN ACCORDANCE TO THE MNDOT SEEDING MANUAL.SUPPLEMENTARY SITE SPECIFIC EROSION CONTROL NOTES:THESE NOTES SUPERCEDE ANY GENERAL SWPPP NOTES.THIS PROJECT IS GREATER THAN 1.0 ACRES SO AN NPDES PERMIT IS REQUIRED AND NEEDS TO BE SUBMITTED TO THE MPCA. THECONTRACTOR IS REQUIRED TO FOLLOW THE GUIDELINES IN THE NPDES PERMIT THROUGHOUT CONSTRUCTION.SWPPP ATTACHMENTS (ONLY APPLICABLE IF SITE IS 1 ACRE OR GREATER):CONTRACTOR SHALL OBTAIN A COPY OF THE FOLLOWING SWPPP ATTACHMENTS WHICH ARE A PART OF THE OVERALL SWPPP PACKAGE:ATTACHMENT A. CONSTRUCTION SWPPP TEMPLATE - SITE SPECIFIC SWPPP DOCUMENTATTACHMENT B. CONSTRUCTION STORMWATER INSPECTION CHECKLISTATTACHMENT C. MAINTENANCE PLAN FOR PERMANENT STORM WATER TREATMENT SYSTEMSATTACHMENT D: STORMWATER MANAGEMENT REPORT - ON FILE AT THE OFFICE OF PROJECT ENGINEER. AVAILABLE UPON REQUEST.ATTACHMENT E: GEOTECHNICAL EVALUATION REPORT - ON FILE AT THE OFFICE OF PROJECT ENGINEER. AVAILABLE UPON REQUEST.DESIGN ENGINEER: MATTHEW R. PAVEK P.E.TRAINING COURSE: DESIGN OF SWPPPTRAINING ENTITY: UNIVERSITY OF MINNESOTAINSTRUCTOR: JOHN CHAPMANDATES OF TRAINING COURSE: 5/15/2011 - 5/16/2011TOTAL TRAINING HOURS: 12RE-CERTIFICATION: 2/27/2020 (8 HOURS), EXP. 5/31/2023THE CONTRACTOR AND ALL SUBCONTRACTORS INVOLVED WITH A CONSTRUCTION ACTIVITY THAT DISTURBS SITE SOIL ORWHO IMPLEMENT A POLLUTANT CONTROL MEASURE IDENTIFIED IN THE STORM WATER POLLUTION PREVENTION PLAN (SWPPP)MUST COMPLY WITH THE REQUIREMENTS OF THE NATIONAL POLLUTION DISCHARGE ELIMINATION SYSTEM (NPDES) GENERALPERMIT (DATED AUGUST 1, 2018 # MNR100001) AND ANY LOCAL GOVERNING AGENCY HAVING JURISDICTION CONCERNINGEROSION AND SEDIMENTATION CONTROL.STORMWATER DISCHARGE DESIGN REQUIREMENTSSWPPPTHE NATURE OF THIS PROJECT WILL BE CONSISTENT WITH WHAT IS REPRESENTED IN THIS SET OF CONSTRUCTION PLANS ANDSPECIFICATIONS. SEE THE SWPPP PLAN SHEETS AND SWPPP NARRATIVE (ATTACHMENT A: CONSTRUCTION SWPPP TEMPLATE)FOR ADDITIONAL SITE SPECIFIC SWPPP INFORMATION. THE PLANS SHOW LOCATIONS AND TYPES OF ALL TEMPORARY ANDPERMANENT EROSION PREVENTION AND SEDIMENT CONTROL BMP'S. STANDARD DETAILS ARE ATTACHED TO THIS SWPPPDOCUMENT.THE INTENDED SEQUENCING OF MAJOR CONSTRUCTION ACTIVITIES IS AS FOLLOWS:1. INSTALL STABILIZED ROCK CONSTRUCTION ENTRANCE2. INSTALLATION OF SILT FENCE AROUND SITE3. INSTALL ORANGE CONSTRUCTION FENCING AROUND INFILTRATION AREAS4. INSTALL INLET PROTECTION AT ALL ADJACENT AND DOWNSTREAM CATCH BASINS5. CLEAR AND GRUB FOR TEMPORARY SEDIMENT BASIN / POND INSTALL6. CONSTRUCT TEMPORARY SEDIMENT BASIN / POND (SECTION 14)7. CLEAR AND GRUB REMAINDER OF SITE8. STRIP AND STOCKPILE TOPSOIL9. ROUGH GRADING OF SITE10. STABILIZE DENUDED AREAS AND STOCKPILES11. INSTALL SANITARY SEWER, WATER MAIN STORM SEWER AND SERVICES12. INSTALL SILT FENCE / INLET PROTECTION AROUND CB'S13. INSTALL STREET SECTION14. INSTALL CURB AND GUTTER15. BITUMINOUS ON STREETS16. FINAL GRADE BOULEVARD, INSTALL SEED AND MULCH17. REMOVE ACCUMULATED SEDIMENT FROM BASIN / POND18. FINAL GRADE POND / INFILTRATION BASINS (DO NOT COMPACT SOILS IN INFILTRATION AREAS.)19. WHEN ALL CONSTRUCTION ACTIVITY IS COMPLETE AND THE SITE IS STABILIZED BY EITHER SEED OR SOD/LANDSCAPING,REMOVE SILT FENCE AND RESEED ANY AREAS DISTURBED BY THE REMOVAL.RECORDS RETENTION:THE SWPPP (ORIGINAL OR COPIES) INCLUDING, ALL CHANGES TO IT, AND INSPECTIONS AND MAINTENANCE RECORDS MUST BEKEPT AT THE SITE DURING CONSTRUCTION BY THE PERMITTEE WHO HAS OPERATIONAL CONTROL OF THAT PORTION OF THESITE. THE SWPPP CAN BE KEPT IN EITHER THE FIELD OFFICE OR IN AN ON SITE VEHICLE DURING NORMAL WORKING HOURS.ALL OWNER(S) MUST KEEP THE SWPPP, ALONG WITH THE FOLLOWING ADDITIONAL RECORDS, ON FILE FOR THREE (3) YEARSAFTER SUBMITTAL OF THE NOT AS OUTLINED IN SECTION 4. THIS DOES NOT INCLUDE ANY RECORDS AFTER SUBMITTAL OF THENOT.1.THE FINAL SWPPP;2.ANY OTHER STORMWATER RELATED PERMITS REQUIRED FOR THE PROJECT;3.RECORDS OF ALL INSPECTION AND MAINTENANCE CONDUCTED DURING CONSTRUCTION (SEE SECTION 11, INSPECTIONSAND MAINTENANCE);4.ALL PERMANENT OPERATION AND MAINTENANCE AGREEMENTS THAT HAVE BEEN IMPLEMENTED, INCLUDING ALL RIGHT OFWAY, CONTRACTS, COVENANTS AND OTHER BINDING REQUIREMENTS REGARDING PERPETUAL MAINTENANCE; AND5.ALL REQUIRED CALCULATIONS FOR DESIGN OF THE TEMPORARY AND PERMANENT STORMWATER MANAGEMENTSYSTEMS.SWPPP IMPLEMENTATION RESPONSIBILITIES:1.THE OWNER AND CONTRACTOR ARE PERMITTEE(S) AS IDENTIFIED BY THE NPDES PERMIT.2.CONTRACTOR SHALL BE RESPONSIBLE FOR ALL ON-SITE IMPLEMENTATION OF THE SWPPP, INCLUDING THE ACTIVITIES OFALL OF THE CONTRACTOR'S SUBCONTRACTORS.3.CONTRACTOR SHALL PROVIDE A PERSON(S) KNOWLEDGEABLE AND EXPERIENCED IN THE APPLICATION OF EROSIONPREVENTION AND SEDIMENT CONTROL BMPS TO OVERSEE ALL INSTALLATION AND MAINTENANCE OF BMPS ANDIMPLEMENTATION OF THE SWPPP.4.CONTRACTOR SHALL PROVIDE PERSON(S) MEETING THE TRAINING REQUIREMENTS OF THE NPDES PERMIT TO CONDUCTINSPECTION AND MAINTENANCE OF ALL EROSION PREVENTION AND SEDIMENT CONTROL BMPS IN ACCORDANCE WITHTHE REQUIREMENTS OF THE PERMIT. ONE OF THESE INDIVIDUAL(S) MUST BE AVAILABLE FOR AN ONSITE INSPECTIONWITHIN 72 HOURS UPON REQUEST BY MPCA. CONTRACTOR SHALL PROVIDE TRAINING DOCUMENTATION FOR THESEINDIVIDUAL(S) AS REQUIRED BY THE NPDES PERMIT. THIS TRAINING DOCUMENTATION SHALL BE RECORDED IN OR WITHTHE SWPPP BEFORE THE START OF CONSTRUCTION OR AS SOON AS THE PERSONNEL FOR THE PROJECT HAVE BEENDETERMINED. DOCUMENTATION SHALL INCLUDE:4.1.NAMES OF THE PERSONNEL ASSOCIATED WITH THE PROJECT THAT ARE REQUIRED TO BE TRAINED PER SECTION21 OF THE PERMIT.4.2.DATES OF TRAINING AND NAME OF INSTRUCTOR AND ENTITY PROVIDING TRAINING.4.3.CONTENT OF TRAINING COURSE OR WORKSHOP INCLUDING THE NUMBER OF HOURS OF TRAINING.5.FOLLOWING FINAL STABILIZATION AND THE TERMINATION OF COVERAGE FOR THE NPDES PERMIT, THE OWNER ISEXPECTED TO FURNISH LONG TERM OPERATION AND MAINTENANCE (O & M) OF THE PERMANENT STORM WATERMANAGEMENT SYSTEM.CONSTRUCTION ACTIVITY REQUIREMENTSSWPPP AMENDMENTS (SECTION 6):1.ONE OF THE INDIVIDUALS DESCRIBED IN ITEM 21.2.A OR ITEM 21.2.B OR ANOTHER QUALIFIED INDIVIDUAL MUST COMPLETEALL SWPPP CHANGES. CHANGES INVOLVING THE USE OF A LESS STRINGENT BMP MUST INCLUDE A JUSTIFICATIONDESCRIBING HOW THE REPLACEMENT BMP IS EFFECTIVE FOR THE SITE CHARACTERISTICS.2.PERMITTEES MUST AMEND THE SWPPP TO INCLUDE ADDITIONAL OR MODIFIED BMPS AS NECESSARY TO CORRECTPROBLEMS IDENTIFIED OR ADDRESS SITUATIONS WHENEVER THERE IS A CHANGE IN DESIGN, CONSTRUCTION,OPERATION, MAINTENANCE, WEATHER OR SEASONAL CONDITIONS HAVING A SIGNIFICANT EFFECT ON THE DISCHARGE OFPOLLUTANTS TO SURFACE WATERS OR GROUNDWATER.3.PERMITTEES MUST AMEND THE SWPPP TO INCLUDE ADDITIONAL OR MODIFIED BMPS AS NECESSARY TO CORRECTPROBLEMS IDENTIFIED OR ADDRESS SITUATIONS WHENEVER INSPECTIONS OR INVESTIGATIONS BY THE SITE OWNER OROPERATOR, USEPA OR MPCA OFFICIALS INDICATE THE SWPPP IS NOT EFFECTIVE IN ELIMINATING OR SIGNIFICANTLYMINIMIZING THE DISCHARGE OF POLLUTANTS TO SURFACE WATERS OR GROUNDWATER OR THE DISCHARGES ARECAUSING WATER QUALITY STANDARD EXCEEDANCES (E.G., NUISANCE CONDITIONS AS DEFINED IN MINN. R. 7050.0210,SUBP. 2) OR THE SWPPP IS NOT CONSISTENT WITH THE OBJECTIVES OF A USEPA APPROVED TMDL.BMP SELECTION AND INSTALLATION (SECTION 7):1.PERMITTEES MUST SELECT, INSTALL, AND MAINTAIN THE BMPS IDENTIFIED IN THE SWPPP AND IN THIS PERMIT IN ANAPPROPRIATE AND FUNCTIONAL MANNER AND IN ACCORDANCE WITH RELEVANT MANUFACTURER SPECIFICATIONS ANDACCEPTED ENGINEERING PRACTICES.EROSION PREVENTION (SECTION 8):1.BEFORE WORK BEGINS, PERMITTEES MUST DELINEATE THE LOCATION OF AREAS NOT TO BE DISTURBED.2.PERMITTEES MUST MINIMIZE THE NEED FOR DISTURBANCE OF PORTIONS OF THE PROJECT WITH STEEP SLOPES. WHENSTEEP SLOPES MUST BE DISTURBED, PERMITTEES MUST USE TECHNIQUES SUCH AS PHASING AND STABILIZATIONPRACTICES DESIGNED FOR STEEP SLOPES (E.G., SLOPE DRAINING AND TERRACING).3.PERMITTEES MUST STABILIZE ALL EXPOSED SOIL AREAS, INCLUDING STOCKPILES. STABILIZATION MUST BE INITIATEDIMMEDIATELY TO LIMIT SOIL EROSION WHEN CONSTRUCTION ACTIVITY HAS PERMANENTLY OR TEMPORARILY CEASED ONANY PORTION OF THE SITE AND WILL NOT RESUME FOR A PERIOD EXCEEDING 14 CALENDAR DAYS. STABILIZATION MUSTBE COMPLETED NO LATER THAN 14 CALENDAR DAYS AFTER THE CONSTRUCTION ACTIVITY HAS CEASED. STABILIZATION ISNOT REQUIRED ON CONSTRUCTED BASE COMPONENTS OF ROADS, PARKING LOTS AND SIMILAR SURFACES.STABILIZATION IS NOT REQUIRED ON TEMPORARY STOCKPILES WITHOUT SIGNIFICANT SILT, CLAY OR ORGANICCOMPONENTS (E.G., CLEAN AGGREGATE STOCKPILES, DEMOLITION CONCRETE STOCKPILES, SAND STOCKPILES) BUTPERMITTEES MUST PROVIDE SEDIMENT CONTROLS AT THE BASE OF THE STOCKPILE.4.FOR PUBLIC WATERS THAT THE MINNESOTA DNR HAS PROMULGATED "WORK IN WATER RESTRICTIONS" DURINGSPECIFIED FISH SPAWNING TIME FRAMES, PERMITTEES MUST COMPLETE STABILIZATION OF ALL EXPOSED SOIL AREASWITHIN 200 FEET OF THE WATER'S EDGE, AND THAT DRAIN TO THESE WATERS, WITHIN 24 HOURS DURING THERESTRICTION PERIOD.5.PERMITTEES MUST STABILIZE THE NORMAL WETTED PERIMETER OF THE LAST 200 LINEAR FEET OF TEMPORARY ORPERMANENT DRAINAGE DITCHES OR SWALES THAT DRAIN WATER FROM THE SITE WITHIN 24 HOURS AFTER CONNECTINGTO A SURFACE WATER OR PROPERTY EDGE. PERMITTEES MUST COMPLETE STABILIZATION OF REMAINING PORTIONS OFTEMPORARY OR PERMANENT DITCHES OR SWALES WITHIN 14 CALENDAR DAYS AFTER CONNECTING TO A SURFACEWATER OR PROPERTY EDGE AND CONSTRUCTION IN THAT PORTION OF THE DITCH TEMPORARILY OR PERMANENTLYCEASES.6.TEMPORARY OR PERMANENT DITCHES OR SWALES BEING USED AS A SEDIMENT CONTAINMENT SYSTEM DURINGCONSTRUCTION (WITH PROPERLY DESIGNED ROCK-DITCH CHECKS, BIO ROLLS, SILT DIKES, ETC.) DO NOT NEED TO BESTABILIZED. PERMITTEES MUST STABILIZE THESE AREAS WITHIN 24 HOURS AFTER THEIR USE AS A SEDIMENTCONTAINMENT SYSTEM CEASES7.PERMITTEES MUST NOT USE MULCH, HYDROMULCH, TACKIFIER, POLYACRYLAMIDE OR SIMILAR EROSION PREVENTIONPRACTICES WITHIN ANY PORTION OF THE NORMAL WETTED PERIMETER OF A TEMPORARY OR PERMANENT DRAINAGEDITCH OR SWALE SECTION WITH A CONTINUOUS SLOPE OF GREATER THAN 2 PERCENT.8.PERMITTEES MUST PROVIDE TEMPORARY OR PERMANENT ENERGY DISSIPATION AT ALL PIPE OUTLETS WITHIN 24 HOURSAFTER CONNECTION TO A SURFACE WATER OR PERMANENT STORMWATER TREATMENT SYSTEM.9.PERMITTEES MUST NOT DISTURB MORE LAND (I.E., PHASING) THAN CAN BE EFFECTIVELY INSPECTED AND MAINTAINED INACCORDANCE WITH SECTION 11.SEDIMENT CONTROL (SECTION 9):1.PERMITTEES MUST ESTABLISH SEDIMENT CONTROL BMPS ON ALL DOWNGRADIENT PERIMETERS OF THE SITE ANDDOWNGRADIENT AREAS OF THE SITE THAT DRAIN TO ANY SURFACE WATER, INCLUDING CURB AND GUTTER SYSTEMS.PERMITTEES MUST LOCATE SEDIMENT CONTROL PRACTICES UPGRADIENT OF ANY BUFFER ZONES. PERMITTEES MUSTINSTALL SEDIMENT CONTROL PRACTICES BEFORE ANY UPGRADIENT LAND-DISTURBING ACTIVITIES BEGIN AND MUST KEEPTHE SEDIMENT CONTROL PRACTICES IN PLACE UNTIL THEY ESTABLISH PERMANENT COVER.2.IF DOWNGRADIENT SEDIMENT CONTROLS ARE OVERLOADED, BASED ON FREQUENT FAILURE OR EXCESSIVEMAINTENANCE REQUIREMENTS, PERMITTEES MUST INSTALL ADDITIONAL UPGRADIENT SEDIMENT CONTROL PRACTICESOR REDUNDANT BMPS TO ELIMINATE THE OVERLOADING AND AMEND THE SWPPP TO IDENTIFY THESE ADDITIONALPRACTICES AS REQUIRED IN ITEM 6.3.3.TEMPORARY OR PERMANENT DRAINAGE DITCHES AND SEDIMENT BASINS DESIGNED AS PART OF A SEDIMENTCONTAINMENT SYSTEM (E.G., DITCHES WITH ROCK-CHECK DAMS) REQUIRE SEDIMENT CONTROL PRACTICES ONLY ASAPPROPRIATE FOR SITE CONDITIONS.4.A FLOATING SILT CURTAIN PLACED IN THE WATER IS NOT A SEDIMENT CONTROL BMP TO SATISFY ITEM 9.2 EXCEPT WHENWORKING ON A SHORELINE OR BELOW THE WATERLINE. IMMEDIATELY AFTER THE SHORT TERM CONSTRUCTION ACTIVITY(E.G., INSTALLATION OF RIP RAP ALONG THE SHORELINE) IN THAT AREA IS COMPLETE, PERMITTEES MUST INSTALL ANUPLAND PERIMETER CONTROL PRACTICE IF EXPOSED SOILS STILL DRAIN TO A SURFACE WATER.5.PERMITTEES MUST RE-INSTALL ALL SEDIMENT CONTROL PRACTICES ADJUSTED OR REMOVED TO ACCOMMODATESHORT-TERM ACTIVITIES SUCH AS CLEARING OR GRUBBING, OR PASSAGE OF VEHICLES, IMMEDIATELY AFTER THESHORT-TERM ACTIVITY IS COMPLETED. PERMITTEES MUST RE-INSTALL SEDIMENT CONTROL PRACTICES BEFORE THENEXT PRECIPITATION EVENT EVEN IF THE SHORT-TERM ACTIVITY IS NOT COMPLETE.6.PERMITTEES MUST PROTECT ALL STORM DRAIN INLETS USING APPROPRIATE BMPS DURING CONSTRUCTION UNTIL THEYESTABLISH PERMANENT COVER ON ALL AREAS WITH POTENTIAL FOR DISCHARGING TO THE INLET.7.PERMITTEES MAY REMOVE INLET PROTECTION FOR A PARTICULAR INLET IF A SPECIFIC SAFETY CONCERN (E.G. STREETFLOODING/FREEZING) IS IDENTIFIED BY THE PERMITTEES OR THE JURISDICTIONAL AUTHORITY (E.G.,CITY/COUNTY/TOWNSHIP/MINNESOTA DEPARTMENT OF TRANSPORTATION ENGINEER). PERMITTEES MUST DOCUMENT THENEED FOR REMOVAL IN THE SWPPP.8.PERMITTEES MUST PROVIDE SILT FENCE OR OTHER EFFECTIVE SEDIMENT CONTROLS AT THE BASE OF STOCKPILES ONTHE DOWNGRADIENT PERIMETER.9.PERMITTEES MUST LOCATE STOCKPILES OUTSIDE OF NATURAL BUFFERS OR SURFACE WATERS, INCLUDINGSTORMWATER CONVEYANCES SUCH AS CURB AND GUTTER SYSTEMS UNLESS THERE IS A BYPASS IN PLACE FOR THESTORMWATER. 10. PERMITTEES MUST INSTALL A VEHICLE TRACKING BMP TO MINIMIZE THE TRACK OUT OF SEDIMENT FROM THECONSTRUCTION SITE OR ONTO PAVED ROADS WITHIN THE SITE. 11. PERMITTEES MUST USE STREET SWEEPING IF VEHICLE TRACKING BMPS ARE NOT ADEQUATE TO PREVENT SEDIMENTTRACKING ONTO THE STREET. 12. PERMITTEES MUST INSTALL TEMPORARY SEDIMENT BASINS AS REQUIRED IN SECTION 14. 13. IN ANY AREAS OF THE SITE WHERE FINAL VEGETATIVE STABILIZATION WILL OCCUR, PERMITTEES MUST RESTRICT VEHICLEAND EQUIPMENT USE TO MINIMIZE SOIL COMPACTION. 14. PERMITTEES MUST PRESERVE TOPSOIL ON THE SITE, UNLESS INFEASIBLE. 15. PERMITTEES MUST DIRECT DISCHARGES FROM BMPS TO VEGETATED AREAS UNLESS INFEASIBLE. 16. PERMITTEES MUST PRESERVE A 50 FOOT NATURAL BUFFER OR, IF A BUFFER IS INFEASIBLE ON THE SITE, PROVIDEREDUNDANT (DOUBLE) PERIMETER SEDIMENT CONTROLS WHEN A SURFACE WATER IS LOCATED WITHIN 50 FEET OF THEPROJECT'S EARTH DISTURBANCES AND STORMWATER FLOWS TO THE SURFACE WATER. PERMITTEES MUST INSTALLPERIMETER SEDIMENT CONTROLS AT LEAST 5 FEET APART UNLESS LIMITED BY LACK OF AVAILABLE SPACE. NATURALBUFFERS ARE NOT REQUIRED ADJACENT TO ROAD DITCHES, JUDICIAL DITCHES, COUNTY DITCHES, STORMWATERCONVEYANCE CHANNELS, STORM DRAIN INLETS, AND SEDIMENT BASINS. IF PRESERVING THE BUFFER IS INFEASIBLE,PERMITTEES MUST DOCUMENT THE REASONS IN THE SWPPP. SHEET PILING IS A REDUNDANT PERIMETER CONTROL IFINSTALLED IN A MANNER THAT RETAINS ALL STORMWATER. 17. PERMITTEES MUST USE POLYMERS, FLOCCULANTS, OR OTHER SEDIMENTATION TREATMENT CHEMICALS IN ACCORDANCEWITH ACCEPTED ENGINEERING PRACTICES, DOSING SPECIFICATIONS AND SEDIMENT REMOVAL DESIGN SPECIFICATIONSPROVIDED BY THE MANUFACTURER OR SUPPLIER. THE PERMITTEES MUST USE CONVENTIONAL EROSION AND SEDIMENTCONTROLS PRIOR TO CHEMICAL ADDITION AND MUST DIRECT TREATED STORMWATER TO A SEDIMENT CONTROL SYSTEMFOR FILTRATION OR SETTLEMENT OF THE FLOC PRIOR TO DISCHARGE.DEWATERING AND BASIN DRAINING (SECTION 10):1.PERMITTEES MUST DISCHARGE TURBID OR SEDIMENT-LADEN WATERS RELATED TO DEWATERING OR BASIN DRAINING(E.G., PUMPED DISCHARGES, TRENCH/DITCH CUTS FOR DRAINAGE) TO A TEMPORARY OR PERMANENT SEDIMENT BASINON THE PROJECT SITE UNLESS INFEASIBLE. PERMITTEES MAY DEWATER TO SURFACE WATERS IF THEY VISUALLY CHECKTO ENSURE ADEQUATE TREATMENT HAS BEEN OBTAINED AND NUISANCE CONDITIONS (SEE MINN. R. 7050.0210, SUBP. 2)WILL NOT RESULT FROM THE DISCHARGE. IF PERMITTEES CANNOT DISCHARGE THE WATER TO A SEDIMENTATION BASINPRIOR TO ENTERING A SURFACE WATER, PERMITTEES MUST TREAT IT WITH APPROPRIATE BMPS SUCH THAT THEDISCHARGE DOES NOT ADVERSELY AFFECT THE SURFACE WATER OR DOWNSTREAM PROPERTIES.2.IF PERMITTEES MUST DISCHARGE WATER CONTAINING OIL OR GREASE, THEY MUST USE AN OIL-WATER SEPARATOR ORSUITABLE FILTRATION DEVICE (E.G., CARTRIDGE FILTERS, ABSORBENTS PADS) PRIOR TO DISCHARGE.3.PERMITTEES MUST DISCHARGE ALL WATER FROM DEWATERING OR BASIN-DRAINING ACTIVITIES IN A MANNER THAT DOESNOT CAUSE EROSION OR SCOUR IN THE IMMEDIATE VICINITY OF DISCHARGE POINTS OR INUNDATION OF WETLANDS INTHE IMMEDIATE VICINITY OF DISCHARGE POINTS THAT CAUSES SIGNIFICANT ADVERSE IMPACT TO THE WETLAND.4.IF PERMITTEES USE FILTERS WITH BACKWASH WATER, THEY MUST HAUL THE BACKWASH WATER AWAY FOR DISPOSAL,RETURN THE BACKWASH WATER TO THE BEGINNING OF THE TREATMENT PROCESS, OR INCORPORATE THE BACKWASHWATER INTO THE SITE IN A MANNER THAT DOES NOT CAUSE EROSION.INSPECTIONS AND MAINTENANCE (SECTION 11):1.PERMITTEES MUST ENSURE A TRAINED PERSON, AS IDENTIFIED IN ITEM 21.2.B, WILL INSPECT THE ENTIRE CONSTRUCTIONSITE AT LEAST ONCE EVERY SEVEN (7) DAYS DURING ACTIVE CONSTRUCTION AND WITHIN 24 HOURS AFTER A RAINFALLEVENT GREATER THAN 1/2 INCH IN 24 HOURS.2.PERMITTEES MUST INSPECT AND MAINTAIN ALL PERMANENT STORMWATER TREATMENT BMPS.3.PERMITTEES MUST INSPECT ALL EROSION PREVENTION AND SEDIMENT CONTROL BMPS AND POLLUTION PREVENTIONMANAGEMENT MEASURES TO ENSURE INTEGRITY AND EFFECTIVENESS. PERMITTEES MUST REPAIR, REPLACE ORSUPPLEMENT ALL NONFUNCTIONAL BMPS WITH FUNCTIONAL BMPS BY THE END OF THE NEXT BUSINESS DAY AFTERDISCOVERY UNLESS ANOTHER TIME FRAME IS SPECIFIED IN ITEM 11.5 OR 11.6. PERMITTEES MAY TAKE ADDITIONAL TIME IFFIELD CONDITIONS PREVENT ACCESS TO THE AREA.4.DURING EACH INSPECTION, PERMITTEES MUST INSPECT SURFACE WATERS, INCLUDING DRAINAGE DITCHES ANDCONVEYANCE SYSTEMS BUT NOT CURB AND GUTTER SYSTEMS, FOR EVIDENCE OF EROSION AND SEDIMENT DEPOSITION.PERMITTEES MUST REMOVE ALL DELTAS AND SEDIMENT DEPOSITED IN SURFACE WATERS, INCLUDING DRAINAGE WAYS,CATCH BASINS, AND OTHER DRAINAGE SYSTEMS AND RESTABILIZE THE AREAS WHERE SEDIMENT REMOVAL RESULTS INEXPOSED SOIL. PERMITTEES MUST COMPLETE REMOVAL AND STABILIZATION WITHIN SEVEN (7) CALENDAR DAYS OFDISCOVERY UNLESS PRECLUDED BY LEGAL, REGULATORY, OR PHYSICAL ACCESS CONSTRAINTS. PERMITTEES MUST USEALL REASONABLE EFFORTS TO OBTAIN ACCESS. IF PRECLUDED, REMOVAL AND STABILIZATION MUST TAKE PLACE WITHINSEVEN (7) DAYS OF OBTAINING ACCESS. PERMITTEES ARE RESPONSIBLE FOR CONTACTING ALL LOCAL, REGIONAL, STATEAND FEDERAL AUTHORITIES AND RECEIVING ANY APPLICABLE PERMITS, PRIOR TO CONDUCTING ANY WORK IN SURFACEWATERS.5.PERMITTEES MUST INSPECT CONSTRUCTION SITE VEHICLE EXIT LOCATIONS, STREETS AND CURB AND GUTTER SYSTEMSWITHIN AND ADJACENT TO THE PROJECT FOR SEDIMENTATION FROM EROSION OR TRACKED SEDIMENT FROM VEHICLES.PERMITTEES MUST REMOVE SEDIMENT FROM ALL PAVED SURFACES WITHIN ONE (1) CALENDAR DAY OF DISCOVERY OR, IFAPPLICABLE, WITHIN A SHORTER TIME TO AVOID A SAFETY HAZARD TO USERS OF PUBLIC STREETS.6.PERMITTEES MUST REPAIR, REPLACE OR SUPPLEMENT ALL PERIMETER CONTROL DEVICES WHEN THEY BECOMENONFUNCTIONAL OR THE SEDIMENT REACHES 1/2 OF THE HEIGHT OF THE DEVICE.7.PERMITTEES MUST DRAIN TEMPORARY AND PERMANENT SEDIMENTATION BASINS AND REMOVE THE SEDIMENT WHEN THEDEPTH OF SEDIMENT COLLECTED IN THE BASIN REACHES 1/2 THE STORAGE VOLUME.8.PERMITTEES MUST ENSURE THAT AT LEAST ONE INDIVIDUAL PRESENT ON THE SITE (OR AVAILABLE TO THE PROJECT SITEIN THREE (3) CALENDAR DAYS) IS TRAINED IN THE JOB DUTIES DESCRIBED IN ITEM 21.2.B.9.PERMITTEES MAY ADJUST THE INSPECTION SCHEDULE DESCRIBED IN ITEM 11.2 AS FOLLOWS:a. INSPECTIONS OF AREAS WITH PERMANENT COVER CAN BE REDUCED TO ONCE PER MONTH, EVEN IF CONSTRUCTIONACTIVITY CONTINUES ON OTHER PORTIONS OF THE SITE; ORb.WHERE SITES HAVE PERMANENT COVER ON ALL EXPOSED SOIL AND NO CONSTRUCTION ACTIVITY IS OCCURRINGANYWHERE ON THE SITE, INSPECTIONS CAN BE REDUCED TO ONCE PER MONTH AND, AFTER 12 MONTHS, MAY BESUSPENDED COMPLETELY UNTIL CONSTRUCTION ACTIVITY RESUMES. THE MPCA MAY REQUIRE INSPECTIONS TORESUME IF CONDITIONS WARRANT; ORc.WHERE CONSTRUCTION ACTIVITY HAS BEEN SUSPENDED DUE TO FROZEN GROUND CONDITIONS, INSPECTIONS MAYBE SUSPENDED. INSPECTIONS MUST RESUME WITHIN 24 HOURS OF RUNOFF OCCURRING, OR UPON RESUMINGCONSTRUCTION, WHICHEVER COMES FIRST. 10. PERMITTEES MUST RECORD ALL INSPECTIONS AND MAINTENANCE ACTIVITIES WITHIN 24 HOURS OF BEING CONDUCTEDAND THESE RECORDS MUST BE RETAINED WITH THE SWPPP. THESE RECORDS MUST INCLUDE:a.DATE AND TIME OF INSPECTIONS; ANDb.NAME OF PERSONS CONDUCTING INSPECTIONS; ANDc.ACCURATE FINDINGS OF INSPECTIONS, INCLUDING THE SPECIFIC LOCATION WHERE CORRECTIVE ACTIONS ARENEEDED; ANDd.CORRECTIVE ACTIONS TAKEN (INCLUDING DATES, TIMES, AND PARTY COMPLETING MAINTENANCE ACTIVITIES); ANDe.DATE OF ALL RAINFALL EVENTS GREATER THAN 1/2 INCHES IN 24 HOURS, AND THE AMOUNT OF RAINFALL FOR EACHEVENT. PERMITTEES MUST OBTAIN RAINFALL AMOUNTS BY EITHER A PROPERLY MAINTAINED RAIN GAUGE INSTALLEDONSITE, A WEATHER STATION THAT IS WITHIN ONE (1) MILE OF YOUR LOCATION, OR A WEATHER REPORTING SYSTEMTHAT PROVIDES SITE SPECIFIC RAINFALL DATA FROM RADAR SUMMARIES; ANDf.IF PERMITTEES OBSERVE A DISCHARGE DURING THE INSPECTION, THEY MUST RECORD AND SHOULD PHOTOGRAPHAND DESCRIBE THE LOCATION OF THE DISCHARGE (I.E., COLOR, ODOR, SETTLED OR SUSPENDED SOLIDS, OIL SHEEN,AND OTHER OBVIOUS INDICATORS OF POLLUTANTS); ANDg.ANY AMENDMENTS TO THE SWPPP PROPOSED AS A RESULT OF THE INSPECTION MUST BE DOCUMENTED ASREQUIRED IN SECTION 6 WITHIN SEVEN (7) CALENDAR DAYS.POLLUTION PREVENTION MANAGEMENT (SECTION 12):1.PERMITTEES MUST PLACE BUILDING PRODUCTS AND LANDSCAPE MATERIALS UNDER COVER (E.G., PLASTIC SHEETING ORTEMPORARY ROOFS) OR PROTECT THEM BY SIMILARLY EFFECTIVE MEANS DESIGNED TO MINIMIZE CONTACT WITHSTORMWATER. PERMITTEES ARE NOT REQUIRED TO COVER OR PROTECT PRODUCTS WHICH ARE EITHER NOT A SOURCEOF CONTAMINATION TO STORMWATER OR ARE DESIGNED TO BE EXPOSED TO STORMWATER.2.PERMITTEES MUST PLACE PESTICIDES, FERTILIZERS AND TREATMENT CHEMICALS UNDER COVER (E.G., PLASTICSHEETING OR TEMPORARY ROOFS) OR PROTECT THEM BY SIMILARLY EFFECTIVE MEANS DESIGNED TO MINIMIZECONTACT WITH STORMWATER.3.PERMITTEES MUST STORE HAZARDOUS MATERIALS AND TOXIC WASTE, (INCLUDING OIL, DIESEL FUEL, GASOLINE,HYDRAULIC FLUIDS, PAINT SOLVENTS, PETROLEUM-BASED PRODUCTS, WOOD PRESERVATIVES, ADDITIVES, CURINGCOMPOUNDS, AND ACIDS) IN SEALED CONTAINERS TO PREVENT SPILLS, LEAKS OR OTHER DISCHARGE. STORAGE ANDDISPOSAL OF HAZARDOUS WASTE MATERIALS MUST BE IN COMPLIANCE WITH MINN. R. CH. 7045 INCLUDING SECONDARYCONTAINMENT AS APPLICABLE.4.PERMITTEES MUST PROPERLY STORE, COLLECT AND DISPOSE SOLID WASTE IN COMPLIANCE WITH MINN. R. CH. 7035.5.PERMITTEES MUST POSITION PORTABLE TOILETS SO THEY ARE SECURE AND WILL NOT TIP OR BE KNOCKED OVER.PERMITTEES MUST PROPERLY DISPOSE SANITARY WASTE IN ACCORDANCE WITH MINN. R. CH. 7041.6.PERMITTEES MUST TAKE REASONABLE STEPS TO PREVENT THE DISCHARGE OF SPILLED OR LEAKED CHEMICALS,INCLUDING FUEL, FROM ANY AREA WHERE CHEMICALS OR FUEL WILL BE LOADED OR UNLOADED INCLUDING THE USE OFDRIP PANS OR ABSORBENTS UNLESS INFEASIBLE. PERMITTEES MUST ENSURE ADEQUATE SUPPLIES ARE AVAILABLE ATALL TIMES TO CLEAN UP DISCHARGED MATERIALS AND THAT AN APPROPRIATE DISPOSAL METHOD IS AVAILABLE FORRECOVERED SPILLED MATERIALS. PERMITTEES MUST REPORT AND CLEAN UP SPILLS IMMEDIATELY AS REQUIRED BYMINN. STAT. 115.061, USING DRY CLEAN UP MEASURES WHERE POSSIBLE.7.PERMITTEES MUST LIMIT VEHICLE EXTERIOR WASHING AND EQUIPMENT TO A DEFINED AREA OF THE SITE. PERMITTEESMUST CONTAIN RUNOFF FROM THE WASHING AREA IN A SEDIMENT BASIN OR OTHER SIMILARLY EFFECTIVE CONTROLSAND MUST DISPOSE WASTE FROM THE WASHING ACTIVITY PROPERLY. PERMITTEES MUST PROPERLY USE AND STORESOAPS, DETERGENTS, OR SOLVENTS.8.PERMITTEES MUST PROVIDE EFFECTIVE CONTAINMENT FOR ALL LIQUID AND SOLID WASTES GENERATED BY WASHOUTOPERATIONS (E.G., CONCRETE, STUCCO, PAINT, FORM RELEASE OILS, CURING COMPOUNDS AND OTHER CONSTRUCTIONMATERIALS) RELATED TO THE CONSTRUCTION ACTIVITY. PERMITTEES MUST PREVENT LIQUID AND SOLID WASHOUTWASTES FROM CONTACTING THE GROUND AND MUST DESIGN THE CONTAINMENT SO IT DOES NOT RESULT IN RUNOFFFROM THE WASHOUT OPERATIONS OR AREAS. PERMITTEES MUST PROPERLY DISPOSE LIQUID AND SOLID WASTES INCOMPLIANCE WITH MPCA RULES. PERMITTEES MUST INSTALL A SIGN INDICATING THE LOCATION OF THE WASHOUTFACILITY.PERMIT TERMINATION (SECTION 4 AND SECTION 13):1.PERMITTEES MUST SUBMIT A NOT WITHIN 30 DAYS AFTER ALL TERMINATION CONDITIONS LISTED IN SECTION 13 ARECOMPLETE.2.PERMITTEES MUST SUBMIT A NOT WITHIN 30 DAYS AFTER SELLING OR OTHERWISE LEGALLY TRANSFERRING THE ENTIRESITE, INCLUDING PERMIT RESPONSIBILITY FOR ROADS (E.G., STREET SWEEPING) AND STORMWATER INFRASTRUCTUREFINAL CLEAN OUT, OR TRANSFERRING PORTIONS OF A SITE TO ANOTHER PARTY. THE PERMITTEES' COVERAGE UNDERTHIS PERMIT TERMINATES AT MIDNIGHT ON THE SUBMISSION DATE OF THE NOT.3.PERMITTEES MUST COMPLETE ALL CONSTRUCTION ACTIVITY AND MUST INSTALL PERMANENT COVER OVER ALL AREASPRIOR TO SUBMITTING THE NOT. VEGETATIVE COVER MUST CONSIST OF A UNIFORM PERENNIAL VEGETATION WITH ADENSITY OF 70 PERCENT OF ITS EXPECTED FINAL GROWTH. VEGETATION IS NOT REQUIRED WHERE THE FUNCTION OF ASPECIFIC AREA DICTATES NO VEGETATION, SUCH AS IMPERVIOUS SURFACES OR THE BASE OF A SAND FILTER.4.PERMITTEES MUST CLEAN THE PERMANENT STORMWATER TREATMENT SYSTEM OF ANY ACCUMULATED SEDIMENT ANDMUST ENSURE THE SYSTEM MEETS ALL APPLICABLE REQUIREMENTS IN SECTION 15 THROUGH 19 AND IS OPERATING ASDESIGNED.5.PERMITTEES MUST REMOVE ALL SEDIMENT FROM CONVEYANCE SYSTEMS PRIOR TO SUBMITTING THE NOT.6.PERMITTEES MUST REMOVE ALL TEMPORARY SYNTHETIC EROSION PREVENTION AND SEDIMENT CONTROL BMPS PRIORTO SUBMITTING THE NOT. PERMITTEES MAY LEAVE BMPS DESIGNED TO DECOMPOSE ON-SITE IN PLACE.7.FOR RESIDENTIAL CONSTRUCTION ONLY, PERMIT COVERAGE TERMINATES ON INDIVIDUAL LOTS IF THE STRUCTURES AREFINISHED AND TEMPORARY EROSION PREVENTION AND DOWNGRADIENT PERIMETER CONTROL IS COMPLETE, THERESIDENCE SELLS TO THE HOMEOWNER, AND THE PERMITTEE DISTRIBUTES THE MPCA'S "HOMEOWNER FACT SHEET" TOTHE HOMEOWNER.8.FOR CONSTRUCTION PROJECTS ON AGRICULTURAL LAND (E.G., PIPELINES ACROSS CROPLAND), PERMITTEES MUSTRETURN THE DISTURBED LAND TO ITS PRECONSTRUCTION AGRICULTURAL USE PRIOR TO SUBMITTING THE NOT.SEED NOTES:ALL SEED MIXES AND APPLICATION SHALL BE IN ACCORDANCE WITH THE MNDOT SEEDING MANUAL.GENERAL RECOMMENDATIONS:THE CONTRACTOR IS RESPONSIBLE TO SALVAGE AND PRESERVE EXISTING TOPSOIL NECESSARY FOR FINAL STABILIZATIONAND TO ALSO MINIMIZE COMPACTION IN ALL LANDSCAPE AREAS. IMMEDIATELY BEFORE SEEDING THE SOIL SHALL BE TILLED TOA MINIMUM DEPTH OF 3 INCHES.TEMPORARY EROSION CONTROL SEEDING, MULCHING & BLANKET.SEED·TEMPORARY SEED SHALL BE MNDOT SEED MIX 21-112 (WINTER WHEAT COVER CROP) FOR WINTER AND 21-111 (OATSCOVER CROP) FOR SPRING/SUMMER APPLICATIONS. BOTH SEED MIXES SHALL BE APPLIED AT A SEEDING RATE OF 100LBS/ACRE.MULCH·IMMEDIATELY AFTER SEEDING, WITHIN 24 HOURS, MNDOT TYPE 1 MULCH SHOULD BE APPLIED TO PROTECT AND ENHANCESEED GERMINATION. MULCH SHALL BE APPLIED AT 90% COVERAGE (2 TONS PER ACRE OF STRAW MULCH)SLOPES·3:1 (HORIZ/VERT.) OR FLATTER MUCH SHALL BE COVERED WITH MULCH·SLOPES STEEPER THAN 3:1 OR DITCH BOTTOMS SHALL BE COVERED WITH EROSION CONTROL BLANKET.·SEE PLAN FOR MORE DETAILED DITCH AND STEEP SLOPE EROSION CONTROL TREATMENTS.GENERAL SWPPP REQUIREMENTS AND NOTES:
Civil Engineering Surveying Landscape Architecture4931 W. 35th Street, Suite 200St. Louis Park, MN 55416civilsitegroup.com 612-615-0060THE VILLAS AT CREST WOODS
PRIOR LAKE, MINNESOTA
7455 FRANCE AVENUE SOUTH, SUITE 351, EDINA, MN 55435
PRIOR LAKE DEVELOPMENT, LLC
PROJECT
ISSUE/SUBMITTAL SUMMARYDATEDESCRIPTION............PROJECT NUMBER:20302............3-15-21PRELIMINARY PLAT/ PUD SUBMITTALDRAWN BY:REVIEWED BY:KTMP..............COPYRIGHT CIVIL SITE GROUP INC.cP
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N44263Matthew R. PavekLICENSE NO.DATEI HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION, OR REPORT WASPREPARED BY ME OR UNDER MY DIRECTSUPERVISION AND THAT I AM A DULYLICENSED PROFESSIONAL ENGINEERUNDER THE LAWS OF THE STATE OFMINNESOTA.3-15-21REVISION SUMMARYDATEDESCRIPTIONSW1.4SWPPP - ATTACHMENTS............ATTACHMENT A: SITE SPECIFIC SWPPP DOCUMENTPROJECT NAME: CREST AVENUE OF PRIOR LAKEPROJECT LOCATION (BRIEFLY DESCRIBE WHERE CONSTRUCTION ACTIVITY OCCURS. INCLUDE ADDRESS IF AVAILABLE.)ADDRESS: CREST AVE NE AND 140TH ST NECITY OR TOWNSHIP: EDINASTATE: MNZIP CODE: 55435LATITUDE/LONGITUDE OF APPROXIMATE CENTROID OF PROJECT: 44.75089 N, -93.40667 EMETHOD OF LAT/LONG COLLECTION (CIRCLE ONE): GPS ONLINE TOOL USGS TOPOGRAPHICALL CITIES WHERE CONSTRUCTION WILL OCCUR: EDINAALL COUNTIES WHERE CONSTRUCTION WILL OCCUR: SCOTTALL TOWNSHIPS WHERE CONSTRUCTION WILL OCCUR: EDINAPROJECT SIZE (NUMBER OF ACRES TO BE DISTURBED): XX.XPROJECT TYPE (CIRCLE ONE): RESIDENTIAL COMMERCIAL/INDUSTRIAL ROAD CONSTRUCTION RESIDENTIAL & RD CONSTRUCTION OTHER (DESCRIBE): XXXXXCUMULATIVE IMPERVIOUS SURFACE (TO THE NEAREST TENTH ACRE)EXISTING AREA OF IMPERVIOUS SURFACE : XX.XPOST CONSTRUCTION AREA OF IMPERVIOUS SURFACE: XX.XTOTAL NEW AREA OF IMPERVIOUS SURFACE: XX.XRECEIVING WATERSWATER BODY IDNAME OF WATER BODY WATER BODY TYPE SPECIAL WATER? (Y/N) IMPARIED WATER (Y/N)70-0026-00...LOWER PRIOR...LAKE...Y...Y...DATES OF CONSTRUCTIONCONSTRUCTION START DATE: 04/21ESTIMATED COMPLETION DATE: 04/22GENERAL CONSTRUCTION PROJECT INFORMATIONDESCRIBE THE CONSTRUCTION ACTIVITY (WHAT WILL BE BUILT, GENERAL TIMELINE, ETC): DEMOLITION, GRADING, UTILITIESDESCRIBE SOIL TYPES FOUND AT THE PROJECT: HAYDEN LOAMSITE LOCATION MAP - ATTACH MAPS (U.S. GEOLOGIC SURVEY 7.5 MINUTE QUADRANGLE, NATIONAL WETLAND INVENTORY MAPS OR EQUIVALENT) SHOWING THE LOCATION AND TYPE OF ALL RECEIVING WATERS, INCLUDINGWETLANDS, DRAINAGE DITCHES, STORMWATER PONDS, OR BASINS, ETC. THAT WILL RECEIVE RUNOFF FROM THE PROJECT. USE ARROWS SHOWING THE DIRECTION OF FLOW AND DISTANCE TO THE WATER BODY.GENERAL SITE INFORMATION (III.A)1. DESCRIBE THE LOCATION AND TYPE OF ALL TEMPORARY AND PERMANENT EROSION PREVENTION AND SEDIMENT CONTROL BEST MANAGEMENT PRACTICIES (BMP'S). INCLUDE THE TIMING FOR INSTALLATION AND PROCEDURESUSED TO ESTABLISH ADDITIONAL TEMPORARY BMP'S AS NECESSARY. (III.A.4.A)THE PROJECT IS PROTECTED BY TWO (W) MAIN BMP'S, SILT FENCE AND INLET PROTECTION DEVICES. THE SILT FENCE WILL BE INSTALLED AT THE DOWNHILL LOCATIONS OF THE SITE AND MONITORED AS NECESSARY. INLETPROTECTION DEVIDES WILL BE INSTALLED IN ALL CATCH BASINS ON THE SITE AND ANY OFF SITE THAT WILL RECEIVE STORMWATER RUNOFF FROM THIS SITE. AS THE PROJECT PROGRESSES ADDITIONAL BMP'S SUCH AS EROSIONCONTROL BLANKET MAY BE UTILITZED.2. ATTACH TO THIS SWPPP A TABLE WITH THE ANTICIPATED QUANITITIES FOR THE LIFE OF THE PROJECT FOR ALL EROSION PREVENTION AND SEDIMENT CONTROL BMP'S (III.A.4.B) SEE PAGE SW1.33. ATTACH TO THIS SWPPP A SITE MAP THAT INCLUDES THE FOLLOWING FEATURES (III.A.3.B-F):EXIST AND FINAL GRADES, INCLUDING DIVIDING LINES AND DIRECTION OF FLOW FOR ALL PRE AND POST-CONSTRUCTION STORMRWATER RUNOFF DRAINAGE AREAS LOCATED WITHIN THE PROJECT LIMITS.LOCATIONS OF IMPERVIOUS SURFACES AND SOIL TYPES.·EXISTING AND FINAL GRADES, INCLUDING DIVIDING LINES AND DIRECTION OF FLOW FOR ALL PRE AND POST-CONSTRUCTION STORMWATER RUNOFF DRAINAGE AREAS LOCATED WITHIN PROJECT LIMITS.·LOCATIONS OF AREAS NOT TO BE DISTRUBED.·LOCATION OF AREAS OF PHASED CONSTRUCTION.·ALL SURFACE WATERS AND EXISTING WETLANDS WITHIN ONE MILE FROM THE PROJECT BOUNDARIES THAT WILL RECEIVE STORMWATER RUNOFF FROM THE SITE (IDENTIFIABLE ON MAPS SUCH AS USGS 7.5 MINUTEQUADRANGLE MAPS OR EQUIVALENT. WHERE SURFACE WATERS RECEIVING RUNOFF ASSOCIATED WITH CONSTRUCTION ACTIVITY WILL NOT FIT ON THE PLAN SHEET, THEY MUST BE IDENTIFIED WITH AN ARROW,INDICATING BOTH DIRECTION AND DISTANCE TO THE SURFACE WATER.·METHODS TO BE USED FOR FINAL STABILIZATION OF ALL EXPOSED SOIL AREA4. WERE STORMWATER MITIGATION MEASURES REQUIRED AS THE RESULT OF AN ENVIRONMENTAL, ARCHAEOLOGICAL, OR OTHER REQUIRED LOCAL, STATE OR FEDERAL REVIEW OF THE PROJECT? NOIF YES, DESCRIBE HOW THESE MEASURES WERE ADDRESSED IN THE SWPPP. (III.A.6)N/A5. IS THE PROJECT LOCATED IN A KARST AREA SUCH THAT ADDITIONAL MEASURES WOULD BE NECESSARY OT PROJECT DRINKING WATER SUPPLY MANAGEMENT AREAS AS DESCRIBED IN MINN. R. CHAPTERS 7050 AND 7060? NOIF YES, DESCRIBE THE ADDITIONAL MEASURES TO BE USED. (III.A.7)N/A6. DOES THE SITE DISCHARGE TO A CALCEREOUS FEN LISTED IN MINN. R. 7050.0180, SUBP. 6 B? NOIF YES, A LETTER OF APPROVAL FROM THE MINNESOTA DEPARTMENT OF NATURAL RESOURCES MUST BE OBTAINED PRIOR TO APPLICATION FOR THIS PERMIT. (PART I B.6 AND PART III.A.8)7. DOES THE SITE DISCHARGE TO A WATER THAT IS LISTED AS IMPARED FOR THE FOLLOWING POLLUTANT(S) OR STRESSOR(S): PHOSPHORUS, TURBIDITY, DISSOLVED OXYGEN OR BIOTIC IMPAIRMENT? USE THE SPECIAL ANDIMPAIRED WATERS SEARCH TOOL AT: WWW.PCA.STATE.MN.US/WATER/STORMWATER/STORMWATER-C.HTMLN/AIF NO, SKIP TO TRAININGDOES THE IMPAIRED WATER HAVE AN APPROVED TOTAL MAXIMUM DAILY LOADS (TMDL) WITH AN APPROVED WASTE LOAD ALLOCATION FOR CONSTRUCTION ACTIVITY? NOIF YES:A. LIST THE RECEIVING WATER, THE AREAS OF THE SITE DISCHARGING TO IT, AND THE POLLUTANT(S) IDENTIFIED IN THE TMDL.B. LIST THE BMP'S AND ANY OTHER SPECIFIC CONSTRUCTION STORMWATER RELATED IMPLEMENTATION ACTIVITIES IDENTIFIED IN THE TMDL.IF THE SITE HAS A DISCHARGE POINT WITHIN ONE MILE OF THE IMPAIRED WATER AND THE WATER FLOWS TO THE IMPAIRED WATER BUT NO SPECIFIC BMPS FOR CONSTRUCTION ARE IDENTIFIED IN THE TMDL, THE ADDITIONALBMPS IN APPENDIX A (C.1, C.2, C.3 & (C.4-TROUT STREAM)) MUST BE ADDED TO THE SWPPP AND IMPLEMENTED. (III.A.7). THE ADDITIONAL BMPS ONLY APPLY TO THOSE PORTIONS OF THE PROJECT THAT DRAIN TO ONE OF THEIDENTIFIED DISCHARGE POINTS.N/A8. IDENTIFY ADJACENT PUBLIC WATERS WHERE THE MINNESOTA DEPARTMENT OF NATURAL RESOURCES (DNR) HAS DECLARED “WORK IN WATER RESTRICTIONS” DURING FISH SPAWNING TIMEFRAMESN/ASELECTION OF A PERMANENT STORMWATER MANAGEMENT SYSTEM (III.D.)1. WILL THE PROJECT CREATE A NEW CUMULATIVE IMPERVIOUS SURFACE GREATER THAN OR EQUAL TO ONE ACRE? YES OR NOIF YES, A WATER QUALITY VOLUME OF ONE INCH OF RUNOFF FROM THE CUMULATIVE NEW IMPERVIOUS SURFACES MUST BE RETAINED ON SITE (SEE PART III.D OF THE PERMIT) THROUGH INFILTRATION UNLESS PROHIBITED DUETO ONE OF THE REASONS IN PART III.D.1.J. IF INFILTRATION IS PROHIBITED IDENTIFY OTHER METHOD OF OTHER VOLUME REDUCTION (E.G., FILTRATION SYSTEM, WET SEDIMENTATION BASIN, REGIONAL PONDING OR EQUIVALENTMETHOD2. DESCRIBE WHICH METHOD WILL BE USED TO TREAT RUNOFF FROM THE NEW IMPERVIOUS SURFACES CREATED BY THE PROJECT (III.D):·WET SEDIMENTATION BASIN·INFILTRATION/FILTRATION·REGIONAL PONDS·COMBINATION OF PRACTICESINCLUDE ALL CALCULATIONS AND DESIGN INFORMATION FOR THE METHOD SELECTED. SEE PART III.D OF THE PERMIT FOR SPECIFIC REQUIREMENTS ASSOCIATED WITH EACH METHOD.INFILTRATION / FILTRATION / REGIONAL PONDINGCALCULATIONS ARE WITHIN THE SITE STORM WATER MANAGEMENT REPORT AND PART OF THIS SWPPP AS ATTACHMENT D.3. IF IT IS NOT FEASIBLE TO MEET THE TREATMENT REQUIREMENT FOR THE WATER QUALITY VOLUME, DESCRIBE WHY. THIS CAN INCLUDE PROXIMITY TO BEDROCK OR ROAD PROJECTS WHERE THE LACK OF RIGHT OF WAYPRECLUDES THE INSTALLATION OF ANY PERMANENT STORMWATER MANAGEMENT PRACTICES. DESCRIBE WHAT OTHER TREATMENT, SUCH AS GRASSES SWALES, SMALLER PONDS, OR GRIT CHAMBERS, WILL BE IMPLEMENTEDTO TREAT RUNOFF PRIOR TO DISCHARGE TO SURFACE WATERS. (III.C)IT IS FEASIBLE TO MEET REQUIREMENT FOR WATER QUALITY VOLUME.4. FOR PROJECTS THAT DISCHARGE TO TROUT STREAMS, INCLUDING TRIBUTARIES TO TROUT STREAMS, IDENTIFY METHOD OF INCORPORATING TEMPERATURE CONTROLS INTO THE PERMANENT STORMWATER MANAGEMENTSYSTEM.N/AEROSION PREVENTION PRACTICES (IV.B)DESCRIBE THE TYPES OF TEMPORARY EROSION PREVENTION BMP'S EXPECTED TO BE IMPLEMENTED ON THIS SITE DURING CONSTRUCITON:1. DESCRIBE CONSTRUCTION PHASING, VEGETATIVE BUFFER STRIPS, HORIZONTAL SLOPE GRADING, AND OTHER CONSTRUCTION PRACTICES TO MINIMIZE EROSION. DELINEATE AREAS NOT TO BEDISTURBED (E.G., WITH FLAGS, STAKES, SIGNS, SILT FENCE, ETC.) BEFORE WORK BEGINS.SILT FENCE WILL BE INSTALLED AT ATHE DOWNHILL LOCATIONS OF THE SITE.2. DESCRIBE METHODS OF TEMPORARILY STABILIZING SOILS AND SOIL STOCKPILES (E.G., MULCHES, HYDRAULIC TACKIFIERS, EROSION BLANKETS, ETC.):TEMPORARY EROSION PROTECTION WILL BE SEED AND MULCH AND EROSION BLANKETS WHERE REQUIRED, WITH PERMANENT COVER BEING EITHER SOD OR LANDSCAPE FEATURES.3. DESCRIBE METHODS OF DISSIPATING VELOCITY ALONG STORMWATER CONVEYANCE CHANNELS AND AT CHANNEL OUTLETS (E.G., CHECK DAMS, SEDIMENT TRAPS, RIP RAP, ETC.):SOD WILL BE UTILIZED ALONG CHANNELS AND RIP RAP AT CHANNEL.4. DESCRIBE METHODS TO BE USED FOR STABILIZATION OF DITCH AND SWALE WETTED PERIMETERS (NOTE THAT MULCH, HYDRAULIC SOIL TACKIFIERS, HYDROMULCHES, ETC. ARE NOT ACCEPTABLESOIL STABILIZATION METHODS FOR ANY PART OF A DRAINAGE DITCH OR SWALE)FINAL STABILIZATION OF SWALES WILL BE SOD5. DESCRIBE METHODS TO BE USED FOR ENERGY DISSIPATION AT PIPE OUTLETS (E.G., RIP RAP, SPLASH PADS, GABIONS, ETC.)RIP RAP WILL BE UTILIZED AT PIPE OUTLETS6. DESCRIBE METHODS TO BE USED TO PROMOTE INFILTRATION AND SEDIMENT REMOVAL ON THE SITE PRIOR TO OFFSITE DISCHARGE, UNLESS INFEASIBLE (E.G., DIRECT STORMWATER FLOW TOVEGETATED AREAS):DISCONNECTED IMPERVIOUS AREA AND INFILTRATION AREAS WILL BE UTILIZED7. FOR DRAINAGE OR DIVERSION DITCHES, DESCRIBE PRACTICES TO STABILIZE THE NORMAL WETTED PERIMETER WITHIN 200 LINEAL FEET OF THE PROPERTY EDGE OR POINT OF DISCHARGE TOSURFACE WATER. THE LAST 200 LINEAL FEET MUST BE STABILIZED WITHIN 24 HOURS AFTER CONNECTING TO SURFACE WATERS AND CONSTRUCTION IN THAT PORTION OF THE DITCH HAS TEMPORARILYOR PERMANENTLY CEASED FOR ALL DISCHARGES TO SPECIAL, IMPAIRED OR “WORK IN WATER RESTRICTIONS”. ALL OTHER REMAINING PORTIONS OF THE TEMPORARY OR PERMANENT DITCHES ORSWALES WITHIN 14 CALENDAR DAYS AFTER CONNECTING TO A SURFACE WATER, PROPERTY EDGE AND CONSTRUCTION IN THAT AREA HAS TEMPORARILY OR PERMANENTLY CEASED.N/A, NO DITCHES ON SITE8. DESCRIBE ADDITIONAL EROSION PREVENTION MEASURES THAT WILL BE IMPLEMENTED AT THE SITE DURING CONSTRUCTION (E.G., CONSTRUCTION PHASING, MINIMIZING SOIL DISTURBANCE,VEGETATIVE BUFFERS, HORIZONTAL SLOPE GRADING, SLOPE DRAINING/TERRACING, ETC.):OTHER EROSION CONTROL PRACTICES INCLUDE BUT ARE NOT LIMITED TO; MINIMIZING SITE EXPOSURE WHEN POSSIBLE.9. IF APPLICABLE, INCLUDE ADDITIONAL REQUIREMENTS IN APPENDIX A PART C.3 REGARDING MAINTAINING A 100-FOOT BUFFER ZONE OR INSTALLING REDUNDANT BMPS FOR PORTIONS OF THE SITETHAT DRAIN TO SPECIAL WATERS).N/A10. IF APPLICABLE, DESCRIBE ADDITIONAL EROSION PREVENTION BMPS TO BE IMPLEMENTED AT THE SITE TO PROTECT PLANNED INFILTRATION AREASMINIMIZE SITE EXPOSURE IN AREAS ADJACENT TO INFILTRATION AREAS.SEDIMENT CONTROL PRACTICIES (IV.C)DESCRIBE THE METHODS OF SEDIMENT CONTROL BMPS TO BE IMPLEMENTED AT THIS SITE DURING CONSTRUCTION TO MINIMIZE SEDIMENT IMPACTS TO SURFACE WATERS, INCLUDING CURB ANDGUTTER SYSTEMS1. DESCRIBE METHODS TO BE USED FOR DOWN GRADIENT PERIMETER CONTROL:SILT FENCE WILL BE INSTALLED AROUND THE ENTIRE PERIMETER OF THE SITE2. DESCRIBE METHODS TO BE USED TO CONTAIN SOIL STOCKPILES:SEED AND MULCH AS WELL AS EROSION CONTROL BLANKETS WILL BE UTILIZED AS NECESSARY3. DESCRIBE METHODS TO BE USED FOR STORM DRAIN INLET PROTECTION:SEE INLET PROTECTION DETAILS4. DESCRIBE METHODS TO MINIMIZE VEHICLE TRACKING AT CONSTRUCTION EXITS AND STREET SWEEPING ACTIVITIES:THE PROJECT WILL UTILIZE A ROCK CONSTRUCTION ENTRANCE.5. DESCRIBE METHODS, IF APPLICABLE, ADDITIONAL SEDIMENT CONTROLS (E.G., DIVERSION BERMS) TO BE INSTALLED TO KEEP RUNOFF AWAY FROM PLANNED INFILTRATION AREAS WHEN EXCAVATEDPRIOR TO FINAL STABILIZATION OF THE CONTRIBUTING DRAINAGE AREA:SILT FENCE TO BE INSTALLED IMMEDIATELY AFTER GRADING TO PROTECT INFILTRATION AREAS.6. DESCRIBE METHODS TO BE USED TO MINIMIZE SOIL COMPACTION AND PRESERVE TOP SOIL (UNLESS INFEASIBLE) AT THIS SITE:LIGHT TRACKED EQUIPMENT WILL BE USED, TOPSOIL WILL BE STRIPPED AND STOCKPILED7. DESCRIBE PLANS TO PRESERVE A 50-FOOT NATURAL BUFFER BETWEEN THE PROJECT'S SOIL DISTURBANCE AND A SURFACE WATER OR PLANS FOR REDUNDANT SEDIMENT CONTROLS IF A BUFFERIS INFEASIBLE:DOUBLE ROW OF SILT FENCE WILL BE INSTALLED ALONG WETLAND. PROJECT WILL NOT DISTURB WITHIN 200 FEET OF WETLAND.8. DESCRIBE PLANS FOR USE OF SEDIMENTATION TREATMENT CHEMICALS (E.G., POLYMERS, FLOCCULANTS, ETC.) SEE PART IV.C.10 OF THE PERMIT:N/A9. IS THE PROJECT REQUIRED TO INSTALL A TEMPORARY SEDIMENT BASIN DUE TO 10 OR MORE ACRES DRAINING TO A COMMON LOCATION OR 5 ACRES OR MORE IF THE SITE IS WITHIN 1 MILE OF ASPECIAL OR IMPAIRED WATER?NOIF YES, DESCRIBE (OR ATTACH PLANS ) SHOWING HOW THE BASIN WILL BE DESIGNED AND CONSTRUCTED IN ACCORDANCE WITH PART III.C OF THE PERMIT.N/ADEWATERING AND BASIN DRAINING (IV.D)1. WILL THE PROJECT INCLUDE DEWATERING OR BASIN DRAINING? NOIF YES, DESCRIBE MEASURES TO BE USED TO TREAT/DISPOSE OF TURBID OR SEDIMENT-LADEN WATER AND METHOD TO PREVENT EROSION OR SCOUR OF DISCHARGE POINTS (SEE PART IV. D OF THEPERMIT):N/A 2. WILL THE PROJECT INCLUDE USE OF FILTERS FOR BACKWASH WATER? NOIF YES, DESCRIBE HOW FILTER BACKWASH WATER WILL BE MANAGED ON THE SITE OR PROPERLY DISPOSED (SEE PART III.D.3. OF THE PERMIT):N/AADDITIONAL BMP'S FOR SPECIAL WATERS AND DISCHARGES TO WETLANDS (APPENDIX A, PARTS C AND D)1. SPECIAL WATERS. DOES YOUR PROJECT DISCHARGE TO SPECIAL WATERS? NO2. IF PROXIMITY TO BEDROCK OR ROAD PROJECTS WHERE THE LACK OF RIGHT OF WAY PRECLUDES THE INSTALLATION OF ANY OF THE PERMANENT STORMWATER MANAGEMENT PRACTICES, THENOTHER TREATMENT SUCH AS GRASSED SWALES, SMALLER PONDS, OR GRIT CHAMBERS IS REQUIRED PRIOR TO DISCHARGE TO SURFACE WATERS. DESCRIBE WHAT OTHER TREATMENT WILL BEPROVIDED.N/A3. DESCRIBE EROSION AND SEDIMENT CONTROLS FOR EXPOSED SOIL AREAS WITH A CONTINUOUS POSITIVE SLOPE TO A SPECIAL WATERS, AND TEMPORARY SEDIMENT BASINS FOR AREAS THATDRAIN FIVE OR MORE ACRES DISTURBED AT ONE TIME.N/A4. DESCRIBE THE UNDISTURBED BUFFER ZONE TO BE USED (NOT LESS THAN 100 LINEAR FEET FROM THE SPECIAL WATER).N/A5. DESCRIBE HOW THE PERMANENT STORMWATER MANAGEMENT SYSTEM WILL ENSURE THAT THE PRE AND POST PROJECT RUNOFF RATE AND VOLUME FROM THE 1, AND 2-YEAR 24-HOURPRECIPITATION EVENTS REMAINS THE SAME.N/A6. DESCRIBE HOW THE PERMANENT STORMWATER MANAGEMENT SYSTEM WILL MINIMIZE ANY INCREASE IN THE TEMPERATURE OF TROUT STREAM RECEIVING WATERS RESULTING IN THE 1, AND2-YEAR 24-HOUR PRECIPITATION EVENTS.N/A7. WETLANDS. DOES YOUR PROJECT DISCHARGE STORMWATER WITH THE POTENTIAL FOR SIGNIFICANT ADVERSE IMPACTS TO A WETLAND (E.G., CONVERSION OF A NATURAL WETLAND TO ASTORMWATER POND)? NOIF YES, DESCRIBE THE WETLAND MITIGATION SEQUENCE THAT WILL BE FOLLOWED IN ACCORDANCE WITH PART D OF APPENDIX A.N/AINSPECTIONS AND MAINTENANCE (IV.E)DESCRIBE PROCEDURES TO ROUTINELY INSPECT THE CONSTRUCTION SITE:·ONCE EVERY SEVEN (7) DAYS DURING ACTIVE CONSTRUCTION AND·WITHIN 24 HOURS AFTER A RAINFALL EVENT GREATER THAN 0.5 INCHES IN 24 HOURS, AND WITHIN (7) DAYS AFTER THATINSPECTIONS MUST INCLUDE STABILIZED AREAS, EROSION PREVENTION,AND SEDIMENT CONTROL BMP'S AND INFILTRATION AREAS.INSPECTOR WILL FOLLOW REQUIREMENTS SPECIFIED ABOVE AND FILL OUT "ATTACHMENT B - CONSTRUCTION STORMWATER INSPECTION CHECKLIST"1. Describe practices for storage of building products with a potential to leach pollutants to minimize exposure to stormwater:ALL BUILDING PRODUCTS WILL BE SEALED AND STORED IN A MANNER TO MINIMIZE EXPOSURE2. Describe practices for storage of pesticides, herbicides, insecticides, fertilizers, treatment chemical, and landscape materials:ALL LANDSCAPE TREATMENT CHEMICALS WILL BE SEALED AND STORED IN A MANNER TO MINIMIZED EXPOSURE3. Describe practices for storage and disposal of hazardous materials or toxic waste (e.g., oil, fuel, hydraulic fluids, paint solvents, petroleum-based products, wood preservative, additives, curing compounds, and acids) accordingto Minn. R. ch. 7045, including restricted access and secondary containment:ALL HAZARDOUS WASTE WILL BE APPROPRIATELY DISPOSED OF OFF SITE ACCORDING TO LOCAL AND STATE LAWS.4. Describe collection, storage and disposal of solid waste in compliance with Minn. R. ch. 7035:ALL CONSTRUCTION DEBRIS AND SOLID WASTER WILL BE APPROPRIATELY DISPOSED OF OFF SITE ACCORDING TO LOCAL AND STATE LAWS5. Describe management of portable toilets to prevent tipping and disposal of sanitary wastes in accordance with Minn. R. ch. 7040:SANITARY AND SEPTIC SERVICES WILL BE PROVIDED TO WORKERS WITH PORTABLE FACILITIES MAINTAINED AS NEEDED BY THE PROVIDER.6. Describe spill prevention and response for fueling and equipment or vehicle maintenance:EMPLOYEES WILL BE TRAINED IN TECHNIQUES DESIGNED TO MINIMIZE SPILLS. VEHICLES AND EQUIPMENT SHALL BE CHECKED FOR LEAKS.7. Describe containment and disposal of vehicle and equipment wash water and prohibiting engine degreasing on the site:ALL CONSTRUCTION VEHICLES SHALL BE WASHED OFF SITE8. Describe storage and disposal of concrete and other washout wastes so that wastes do not contact the ground:ALL CONCRETE WASHOUT SHALL OCCUR OFF SITE.FINAL STABILIZATION (IV.G)1. DESCRIBE METHOD OF FINAL STABILIZATION (PERMANENT COVER) OF ALL DISTURBED AREAS:FINAL STABILIZATION WILL BE ACCOMPLISHED WITH PAVEMENT, SOD AND LANDSCAPE MATERIALS.2. DESCRIBE PROCEDURES FOR COMPLETING FINAL STABILIZATION AND TERMINATING PERMIT COVERAGE (SEE PART IV.G.1-5):UPON STABILIZATION DESCRIBED ABOVE, THE CONTRCTOR AND OWNER SHALL MUTUALLY TRANSFER THE NPDES PERMIT TO THE NEXT OWNER WITH DOCUMENTS DESCRIBING THE NATURE OFTERMINATION PROCEDURE.DOCUMENTATION OF INFEASIBILITY: (IF APPLICABLE)SOILS INFORMATIONMAP UNITSYMBOLHABHAYDEN LOAM, 2 TO 6 PERCENTSLOPESMAP UNIT NAMEHACHAYDEN LOAM, 6 TO 10 PERCENTSLOPESHAC2HAYDEN LOAM, 6 TO 10 PERCENTSLOPES, MODERATLY ERODEDHADHAYDEN LOAM, 10 TO 22PERCENT SLOPESHAD2HAYDEN LOAM, 10 TO 22 PERCENTSLOPES, MODERATELY ERODEDHAE2HAYDEN LOAM, 18 TO 25PERCENT SLOPESHBCHAYDEN SANDY LOAM, 6 TO 12PERCENT SLOPESHBE2HAYDEN SANDY LOAM, 18 TO 25PERCENT SLOPESINTWATER, INTERMITTENTMAMARSHTCATERRIL LOAM, 0 TO 2 PERCENTSLOPESTCBTERRIL LOAM, 2 TO 6 PERCENTSLOPESWWATER
Civil Engineering Surveying Landscape Architecture4931 W. 35th Street, Suite 200St. Louis Park, MN 55416civilsitegroup.com 612-615-0060THE VILLAS AT CREST WOODS
PRIOR LAKE, MINNESOTA
7455 FRANCE AVENUE SOUTH, SUITE 351, EDINA, MN 55435
PRIOR LAKE DEVELOPMENT, LLC
PROJECT
ISSUE/SUBMITTAL SUMMARYDATEDESCRIPTION............PROJECT NUMBER:20302............3-15-21PRELIMINARY PLAT/ PUD SUBMITTALDRAWN BY:REVIEWED BY:KTMP..............COPYRIGHT CIVIL SITE GROUP INC.cP
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N44263Matthew R. PavekLICENSE NO.DATEI HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION, OR REPORT WASPREPARED BY ME OR UNDER MY DIRECTSUPERVISION AND THAT I AM A DULYLICENSED PROFESSIONAL ENGINEERUNDER THE LAWS OF THE STATE OFMINNESOTA.3-15-21REVISION SUMMARYDATEDESCRIPTIONSW1.5SWPPP - ATTACHMENTS............ATTACHMENT B: SWPPP INSPECTION FORMATTACHMENT C: MAINTENANCE PLAN FOR PERMANENT STORM WATER TREATMENT SYSTEMNOTE: THIS INSPECTION REPORT DOES NOT ADDRESS ALL ASPECTS OF THE NATIONAL APOLLUTANT DISCHARGE ELIMINATION SYSTEM/STATE DISPOSAL SYSTEM (NPDES/SDS) CONSTRUCTION STORMWATER PERMIT ISSUED ON AUGUST 1,2013. THE COMPLETION OF THIS CHECKLIST DOES NOT GUARANTEE THAT ALL PERMIT REQUIREMENTS ARE IN COMPLIANCE; IT IS THE RESPONSIBILITY OF THE PERMITTEE(S) TO READ AND UNDERSTAND THE PERMIT REQUIREMENTS.FACILITY INFORMATIONSITE NAME: FACILITY ADDRESS: PERMIT NUMBER:CITY: STATE: ZIP CODE:INSPECTION INFORMATIONINSPECTOR NAME: _______________________ PHONE NUMBER: _________________________DATE (MM/DD/YYYY): _____________________TIME: ____________ AM / PMIS THE INSPECTOR CERTIFIED IN SEDIMENT AND EROSION CONTROL AND IS IT DOCUMENTED IN THE STORMWATER POLLUTION PREVENTION PLAN (SWPPP)?IS THIS INSPECTION ROUTINE OR IN RESPONSE TO A STORM EVENT:RAINFALL AMOUNT (IF APPLICABLE): ____________IS THE SITE WITHIN ONE AERIAL MILE OF A SPECIAL OR IMPARED WATER?IF YES, FOLLOW APPENDIX A AND OTHER APPLICABLE PERMIT REQUIREMENTSNOTE: IF N/A IS SELECTED AT ANY TIME, SPECIFY WHY IN THE COMMENT AREA FOR THAT SECTION.EROSION CONTROL REQUIREMENT (PART IV.B)1.SOIL STABILIZATION WHERE NO CONSTRUCTION ACTIVITY FOR 14 DAYS? (7 DAYS WHERE APPLICABLE)2.HAS THE NEED TO DISTURB STEEP SLOPES BEEN MINIMIZED?3.ALL DITCHES STABILIZED 200; BACK FROM POINT OF DISCHARGE WITHIN 24 HOURS? (NOT MULCH)4.ARE THERE BMP'S FOR ONSITE STOCKPILES?5.ARE APPROPRIATE BMP'S INSTALLED PROTECTING INLETS/OUTLETS?6.DO PIPE OUTLETS HAVE ENERGY DISSIPATION?COMMENTS:SEDIMENT CONTROL REQUIREMENT (PART IV.C)1.PERIMETER CONTROL INSTALLED ON ALL DOWN GRADIENT PERIMETERS?2.PERIMETER CONTROL TRENCHED IN WHERE APPROPRIATE?3.50 FOOT NATURAL BUFFER MAINTAINED AROUND ALL SURFACE WATERS?3.1.IF NO, HAVE REDUNDANT SEDIMENT CONTROLS BEEN INSTALLED?4.INLET PROTECTION ON ALL CATCH BASINS AND CULVERT INLETS?5.VEHICLE TRACKING BEST MANAGEMENT PRACTICES (BMP'S) AT ALL SITE EXITS?6.ALL TRACKED SEDIMENT REMOVED WITHIN 24 HOURS?7.ARE ALL INFILTRATION SYSTEMS STAKED AND MARKED TO AVOID COMPACTION?8.ARE ALL INFILTRATION AREAS PROTECTED WITH A PRETREATMENT DEVICE?9.DO ALL STOCKPILES HAVE PERIMETER CONTROLS?COMMENTS:MAINTENANCE-EROSION AND SEDIMENT CONTROL BMP'S (PART IV.E.)1.ARE ALL PREVIOUSLY STABILIZED AREAS MAINTAINING 90% GROUND COVER?2.ANY DITCH EROSION OBSERVED?3.PERIMETER CONTROL--HAS SEDIMENT REACHED ONE HALF THE HEIGHT OF THE DEVICE?4.ARE INLET PROTECTION DEVICES MAINTAINED AND FUNCTIONING PROPERLY?COMMENTS:OTHER1.ARE ALL MATERIALS THAT CAN LEACH POLLUTANTS UNDER COVER?2.HAS ACCESS BEEN RESTRICTED TO ONSITE HAZARDOUS MATERIALS?3.DOES ON-SITE FUELING ONLY OCCUR IN A CONTAINED AREA?4.ARE ALL SOLID WASTES BEING PROPERLY DISPOSED OF?5.IS THE CONCRETE WASHOUT AREA COMPLETELY CONTAINED?6.IS THE CONCRETE WASHOUT AREA MARKED WITH SIGN?COMMENTS:7.WERE ANY DISCHARGES SEEN DURING THIS INSPECTION, SEDIMENT, WATER, OR OTHERWISE?7.1.IF YES, STATE THE EXACT LOCATION OF ALL POINTS OF DISCHARGE. PHOTOGRAPH THE DISCHARGE AND DESCRIBE THE DISCHARGE (COLOR, ODOR, FOAM, OIL SHEEN, ETC). HOW WILL IT BE REMOVED? HOW DID THE DISCHARGEHAPPEN? HOW MUCH WAS DISCHARGED? HOW WILL IT BE STOPPED, AND HOW LONG WILL IT TAKE TO STOP? IS THE DISCHARGE GOING INTO AN ADJACENT SITE? WAS THE DISCHARGE A SEDIMENT DELTA? IF YES, WILL THE DELTA BERECOVERED WITHIN 7 DAYS?8.WILL A PERMANENT STORMWATER MANAGEMENT SYSTEM BE UTILIZED IN THIS PROJECT AS REQUIRED AND IN ACCORDANCE WITH PART III.D OF THE PERMIT? DESCRIBE:9.IS ANY DEWATERING OCCURRING ON SITE?9.1.IF YES, WHERE? WHAT BMP IS BEING USED? HOW MUCH WATER IS BEING DEWATERED? IS THE WATER CLEAR? WHERE IS THE WATER BEING DISCHARGED TO?10.IS A COPY OF THE SWPPP LOCATED ON THE CONSTRUCTION SITE?11.HAS THE SWPPP BEEN FOLLOWED AND IMPLEMENTED ON SITE?12.IS A SEDIMENTATION BASIN REQUIRED FOR THIS PROJECT AS SPECIFIED IN THE PERMIT?12.1.IF YES, ARE THEY MAINTAINED AS SPECIFIED IN THE PERMIT?13.IS THE TOPSOIL ON THIS PROJECT BEING PRESERVED?13.1.IF YES, EXPLAIN HOW THE TOP SOIL IS BEING PRESERVED. IF NO, EXPLAIN WHY IT WAS INFEASIBLE.14.ARE ALL INFILTRATION SYSTEMS MARKED TO AVOID COMPACTION?14.1.DO ALL INFILTRATION AREAS HAVE PRETREATMENT DEVICES?15.DESCRIPTION OF AREAS OF NON-COMPLIANCE NOTED DURING THE INSPECTION, REQUIRED CORRECTIVE ACTIONS, AND RECOMMENDED DATE OF COMPLETION OF CORRECTIVE ACTIONS:16.PROPOSED AMENDMENTS TO THE SWPPP:17.POTENTIAL AREAS OF FUTURE CONCERN:18.ADDITIONAL COMMENTSDISCLOSURES:·AFTER DISCOVERY, THE PERMIT REQUIRES MANY OF THE DEFICIENCIES THAT MAY BE FOUND IN THIS CHECKLIST BE CORRECTED WITHIN A SPECIFIED PERIOD OF TIME. SEE PERMIT FOR MORE DETAILS.·THIS INSPECTION CHECKLIST IS AN OPTION FOR SMALL CONSTRUCTION SITES. LARGE CONSTRUCTION SITES AND LINEAR PROJECTS REQUIRE MORE EXTENSIVE/MORE LOCATION SPECIFIC INSPECTION REQUIREMENTS.·THE PERMITTEE(S) IS/ARE RESPONSIBLE FOR THE INSPECTION AND MAINTENANCE OF TEMPORARY AND PERMANENT WATER QUALITY MANAGEMENT BMP'S AS WELL AS EROSION PREVENTION AND SEDIMENT CONTROL BMP'S UNTILANOTHER PERMITTEE HAS OBTAINED COVERAGE UNDER THIS PERMIT ACCORDING TO PART II.B.5., OR THE PROJECT HAS UNDERGONE FINAL STABILIZATION AND A NOTICE OF TERMINATION HAS BEEN SUBMITTED TO THE MPCA.Y N N/AY N N/AY N N/AY N N/AY N N/AY N N/AY N N/AY N N/AATTACHMENT C - ABOVE-GROUNDFACILITY MANAGEMENT SCHEDULE1.ALL STORMWATER RETENTION, DETENTION AND TREATMENT BASINS MUST BE INSPECTED AT LEAST ONCE A YEAR TO DETERMINE THAT BASINRETENTION AND TREATMENT CHARACTERISTICS ARE ADEQUATE. A STORAGE TREATMENT BASIN WILL BE CONSIDERED INADEQUATE IF SEDIMENTHAS DECREASED THE WET STORAGE VOLUME BY 50 PERCENT OR DRY STORAGE VOLUME BY 25 PERCENT OF ITS ORIGINAL DESIGN VOLUME.BASED ON THIS INSPECTION, IF A STORMWATER BASIN REQUIRES SEDIMENT CLEANOUT, THE BASIN WILL BE RESTORED TO ITS ORIGINAL DESIGNCONTOURS AND VEGETATED STATE WITHIN ONE YEAR OF THE INSPECTION DATE.2.ALL OUTLET STRUCTURES, CULVERTS, OUTFALL STRUCTURES AND OTHER STORMWATER FACILITIES FOR WHICH MAINTENANCE REQUIREMENTSARE NOT OTHERWISE SPECIFIED HEREIN MUST BE INSPECTED IN THE SPRING, SUMMER AND FALL OF EACH YEAR. WITHIN 30 DAYS OF THEINSPECTION DATE, ALL ACCUMULATED SEDIMENT AND DEBRIS MUST BE REMOVED SUCH THAT EACH STORMWATER FACILITY OPERATES ASDESIGNED AND PERMITTED. CONTRIBUTING DRAINAGE AREAS MUST BE KEPT CLEAR OF LITTER AND VEGETATIVE DEBRIS, INFLOW PIPES ANDOVERFLOW SPILLWAYS KEPT CLEAR, INLET AREAS KEPT CLEAN, AND UNDESIRABLE VEGETATION REMOVED. EROSION IMPAIRING THE FUNCTIONOR INTEGRITY OF THE FACILITIES, IF ANY, WILL BE CORRECTED, AND ANY STRUCTURAL DAMAGE IMPAIRING OR THREATENING TO IMPAIR THEFUNCTION OF THE FACILITIES MUST BE REPAIRED.3.VOLUME CONTROL FACILITIES AND CONTRIBUTING DRAINAGE AREAS MUST BE INSPECTED EVERY THREE MONTHS DURING THE OPERATIONALPERIOD (BETWEEN SPRING SNOWMELT AND FIRST SUBSTANTIAL SNOWFALL) AND MONITORED AFTER RAINFALL EVENTS OF 1 INCH OR MORE TOENSURE THAT THE CONTRIBUTING DRAINAGE AREA IS CLEAR OF LITTER AND DEBRIS, INFLOW PIPES AND OVERFLOW SPILLWAYS ARE CLEAR, INLETAREAS ARE CLEAN, UNDESIRABLE VEGETATION IS REMOVED AND THERE IS NO EROSION IMPAIRING OR THREATENING TO IMPAIR THE FUNCTIONOF A FACILITY. IF SEDIMENT HAS ACCUMULATED IN A INFILTRATION FEATURE, WITHIN 30 DAYS OF INSPECTION DEPOSITED SEDIMENTS MUST BEREMOVED, THE INFILTRATION CAPACITY OF THE UNDERLYING SOILS MUST BE RESTORED, AND ANY SURFACE DISTURBANCE MUST BE STABILIZED.INSPECTION MUST ENSURE THAT SEDIMENT TRAPS AND FOREBAYS ARE TRAPPING SEDIMENT AND THAT MORE THAN 50 PERCENT OF THESTORAGE VOLUME REMAINS, THE CONTRIBUTING DRAINAGE AREA IS STABLE (I.E., NO EROSION IS OBSERVED), AND INLETS ANDOUTLET/OVERFLOW SPILLWAYS ARE IN GOOD CONDITIONS WITH NO EROSION. MAINTENANCE TECHNIQUES USED MUST PROTECT THEINFILTRATION CAPACITY OF THE PRACTICE BY LIMITING SOIL COMPACTION TO THE GREATEST EXTENT POSSIBLE (E.G., BY USING LOW-IMPACTEARTH-MOVING EQUIPMENT).