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Home My WebLink About4B Residences at Crest Woods PUD-PrePlat PC Report 4646 Dakota Street SE Prior Lake, MN 55372 PLANNING COMMISSION AGENDA REPORT MEETING DATE: December 9, 2024 AGENDA #: 4B PREPARED BY: PRESENTED BY: Paul Moretto, Planner Paul Moretto AGENDA ITEM: Consider a Preliminary Plat and Preliminary Planned Unit Development Plan for a development to be know as Residences at Crest Woods at 13855 and 13755 Crest Avenue SE DISCUSSION: Introduction Prior Lake Development LLC has applied for approval of a Preliminary Plat and Pre- liminary Planned Unit Development (PUD) Plan to be known as The Residences at Crest Woods. The application proposes 70 villa lots in a low-density residential devel- opment at 13855 and 13755 Crest Avenue SE near the intersection of Crest Avenue SE and County Road (CSAH) 42. The purpose of this public hearing is to consider a request for a Preliminary Plat and Preliminary PUD Plan for the subdivision of 70 single-family detached residential lots on approximately 25.40 acres of developable land at 13855 and 13755 Crest Avenue SE. History In March 2020, the Planning Commission reviewed and recommended denial of a re- quest to amend the Comprehensive Plan to change the land use guidance from Urban Low Density to Urban Medium Density and a related rezoning request to change the zoning of the subject property from A. Agricultural to R-2, Medium Density Residential to allow development of the property as a medium density residential subdivision. The agenda item did not include an application for Preliminary Plat and Preliminary Planned Unit Development Plan; however, a concept plan with 92 total units; 67 attached row home lots and 27 single family detached lots was included in the packet. The request was withdrawn prior to City Council consideration. In July 2021, the Planning Commission recommended approval of a request from Prior Lake Development, LLC to rezone the subject property from A. Agricultural to R-1, Low Density Residential and a preliminary plat and PUD Overlay District for a 61-lot low density residential subdivision to be known as The Villas at Crest Woods, which was approved by the City Council in September 2021. Developers have 12 months to submit a final plat application after preliminary plat ap- proval. The City Council approved a request for a six-month extension to the deadline for submitting The Villas at Crest Woods final plat application in September 2022 and again in March 2023. The developer did not submit the final plat application by Sep- tember 7, 2023 so the preliminary plat approval expired. In November 2023, the City Council approved an ordinance to remove the PUD Over- lay District on the subject property. 2 On September 23, 2024 the Planning Commission held a hearing on the proposed development, which was known as The Villas at Crest Woods and included 98 units consisting of single-family detached, villa, and attached rowhomes. The commission reviewed the plan and took public comment. A motion and a second was made to table the item so that staff and the developer could consider the public comment and revise the plans to address the issues raised in the hearing. Staff met with the developer and reiterated the comments and concerns of the public and the developer discussed ideas and changes that could be made. A resubmittal was made on October 8th removing eight units, increasing vegetation throughout the development and adding parking and circulation in the rowhome street network. On October 14, 2024 the Planning Commission recommended denial of the applica- tion. Following the Planning Commission’s recommendation of denial, t he developer withdrew their plan for the 90-lot mixed unit plan and asked the Community Develop- ment Department to review and comment on an updated plan that contains only villa- style homes on single-family detached lots. On November 18, 2024 the developer formally submitted an updated plan for a villa home project. This proposal significantly reduces the number of units and simplifies the project to just villa lots. In addition to the reduction of units, the project plans to provide a number of public benefits such as trials, increased right-of-way dedication to Scott County, and the con- struction of 138th Street NE and several other street connections to enhance the traffic flow in the immediate area. PRELIMINARY PLAT AND PRELIMINARY PLANNED UNIT DEVELOPMENT PLAN The subject parcel is 29.14 acres with 25.40 acres developable for residential homes. Topography, wetland locations, and the alignment of 138th Street NE, a collector road, require lot size variations that are not conducive to standard Low-Density R-1 lots. Therefore, a Planned Unit Development is proposed for this development to both min- imize development impact while maintaining a minimum density of 2.5 units per acre. PHYSICAL SITE CHARACTERISTICS: Total Site Area: The total development site area is approximately 29.14 acres. Net acreage for development is approximately 25.40 acres. Topography: The area includes upland around 1000’ MSL elevation with moderate undulation with a high point near 1025’ MSL. There are lower wetlands near 980’ MSL. Wetlands: There are wetlands located throughout the property. The unique lot design, layout and unit types take this fact into consideration. The developer proposes mini- mizing impact on the wetland through design. These designs are evaluated under the regulations of the Weland Conservation Act. Access: The primary access to this site is at the intersection Crest Avenue SE and a private drive. Additional access includes 138th Street NE, Wildflower Way NE, Jackson Street NE, Meridian Way NE, Apex Way NE, and Lupine Trail NE. A strategic goal of the city is the connection of 138th Street NE to Crest Avenue SE. The function of 138th 3 Street NE as a collector street requires minimizing access to driveways. The proposal seeks to place 14 units of villa-style homes on 138th Street NE; city staff is recommend- ing the applicant decrease the number of units from 14 to 12 along 138th to provide a wider lot area and decrease the number of access points on 138th Street; the applicant has indicated support for this recommendation, which would reduce the total lot count to 68. The thought behind eliminating two lots is it would increase the average lot width from 49 ft. to 58 ft. which would allow future property owners to install a small hammer- head on their driveway and allow them to enter 138th Street forward, as opposed to in reverse, if safety concerns arise. 2040 Comprehensive Plan: This property is guided for Residential Low Density in the Comprehensive Plan and the development proposal matches this designation. Zoning: The subject parcel is zoned R-1, Low Density Residential. The density pro- posed by this development matches the requirements of the R-1 zoning. PROPOSED PLAN Lots: The development plan calls for 69 new residential lots in addition to creating a new lot around an existing home, for a total of 70 lots.; however, based on staff’s rec- ommended condition to eliminate two lots on 138th Street, a total of 68 lots would be provided Villa Lot Single-Family Units The villa lots will range from 5,712 to 13,000+ square feet. Front yard setbacks will be 25 feet with side yard setbacks of 6.5 feet. Minimum rear yards will be 20 feet. Density: Density of the development is based on the net area of the site, which is approximately 25.40 acres. Provided staff’s recommendation to reduce the number of lots along 138th Street is accepted by the Planning Commission and City Council, there will be a total of 68 units for a net density of 2.68 units per acre. This is consistent with R-1 zoning and LD-R land use standards which have a minimum 2.5 unit per acre requirement. This density is substantially less than the adjacent subdivisions: Haven Ridge to the north is 3.72 units per acre and Summit Preserve (R-2 zoning) to the east and south is 4.32 units per acre. Building Setbacks: The developer is proposing the following standards as part of the R-1, Low Density Residential Planned Unit Development: Setbacks R-1 Villa Lots Front 25’ 25’ Side 10’ 6.5’ Rear 25’ 20’ Side yard (abutting street) 25’ 25’ Min. Lot Width 86’ 49’ Min. Lot Depth 140’ 120’ Min. Lot Size 12,000 sf 5,712 sf Sidewalk/Trails: Five-foot sidewalks are planned for the southside of 138th Street NE to Jackson Street NE and then an eight-foot bituminous path connecting to a trail on Crest Avenue NE. A sidewalk on the southside of Wildflower Way NE will connect to Jackson Street NE. A sidewalk on the northside of Meridian Way NE will connect to the eastside of Lupine Trail NE traveling north to 138th Street NE. 4 Tree Replacement: There are significant trees onsite and will require tree replace- ment. The tree survey identifies 15,757 inches of total trees. The applicant will be re- quired to submit a revised landscaping and tree replacement plan that conforms to city standards and replacement ordinances before an application for Final Plat can be ap- proved. Streets: The proposed project will have local public streets that will be 32’ back of curb to back of curb within a 66’ Right-of-Way (ROW). All public streets will be constructed to the City of Prior Lake Engineering and Public Works Standards. The main connection through the subdivision will be 138th Street NE which will function as a collector going east to west. The Lupine Trail NE becomes Jackson Street NE at 138th Street NE and is the primary north/south connection. Wildflower Way NE and the small connecting streets servicing the northern villas homes will connect to Jackson Street NE. Meridian Way NE and Apex Way NE will connect to Lupine Trail NE south of 138th Street NE. 138th Street NE will have direct access including 12 villa homes, Sanitary Sewer / Water Mains: Sanitary sewer and watermains will be extended through 138th Street NE. Grading / Storm Water: The site features modest changes in grading. The proposal is to grade the development in one phase to take place in Spring 2025. The site will be graded so that storm water drainage will be directed to one storm water basin in the north and one on the southwest portion of the site. This will hold volume until water is discharged to the wetland. Fees and Assessments: Development fees will be subject to the standards of the city as required by the fee schedule. Additional fees or escrows may be collected for de- velopment related activities. PLANNED UNIT DEVELOPMENT: Exceptions: The site provides pivotal street connections within the city. The connec- tion of 138th Street NE provides a collector connection for the subdivisions to the east to the controlled intersection of Crest Avenue and CSAH 42. The alignment of 138th Street NE and the site’s location within existing developments requires unique design and housing clusters. Density is generally dispersed throughout the development and is greatly minimized from the previous iterations. Lot size reductions, setback reduction and lot width reductions are requested by the developer. Public Benefit: The project, as proposed, will provide for continued protection of sen- sitive wetlands and conservation of wildlife in addition to the improvement of trails, roads, and the dedication of needed right-of-way. When the Planning Commission rec- ommended denial of a comprehensive land use plan map amendment and rezoning request to R-2, medium density residential in 2020, there was discussion among the commissioners about the need for additional townhouse units in the community. Alt- hough townhomes are not proposed for this development currently, a more suitable villa-style product is proposed that meets the needs of increased affordability with a reduction in proposed density that more adequality complements the existing neigh- borhood. 5 Conclusion City staff and the developer met and communicated on several occasions as the de- veloper has worked through multiple plan revisions based on city, Prior Lake -Spring Lake Watershed District (PLSLWD), Scott County, and Planning Commission com- ments. Staff and the developer met following the public hearing to discuss comments received and potential plan modifications to address those concerns, which have been incorporated in the revised plans. City staff will continue to work with the developer to refine engineering comments and requirements that will be necessary prior to final plat submittal. City staff is recommending approval of the preliminary plat and preliminary PUD plan requests, subject to a condition that the developer revise plans to address all City, PLSLWD, and Scott County comments included in the Community Development / Pub- lic Works Memorandum dated December 5, 2024 prior to submittal of a final plat appli- cation. ALTERNATIVES: 1. Motion and second to recommend City Council approval of the requests for a Preliminary Plat and Preliminary Planned Unit Development Plan for a development ot be know as The Residences and Crest Woods at 13755 and 13855 Crest Avenue NE. 2. Motion and second to recommend City Council deny the requests for a Preliminary Plat and Preliminary Planned Unit Development Plan for a development ot be know as The Residences and Crest Woods at 13755 and 13855 Crest Avenue NE. 3. Provide direction to staff and the applicant and table this item to a future meeting. RECOMMENDED MOTION: Alternative No. 1. ATTACHMENTS: 1. Location Map 2. Narrative 3. Preliminary Plat 4. Development Plans – November 18, 2024 5. 2021 Traffic Study 6. Community Development / Public Works Memorandum – 12.5.2024 7. Community Development / Public Works Memorandum – 8.29.2024 8. Scott County Memorandum – 8.29.2024 9. Prior Lake Spring Lake Watershed Memorandum – 9.17.2024 NHH PROPERTIES 7455 France Ave S :: Suite 351 :: Edina, MN :: 55435 NHHPROPERTIES.COM November 22, 2024 To: Casey McCabe City of Prior Lake 4646 Dakota Street SE Prior Lake, MN 55372 From: Adam Seraphine NHH Properties & Prior Lake Development, LLC 7455 France Ave S, Suite 3531 Edina, MN 55435 Re: Revised PUD and Preliminary Plat Application for 13755 & 13855 Crest Ave NE Dear Mr. McCabe: Thank for taking the time to work with the development team and myself over the last 10 months to help provide input and insight into a new application for a PUD and Preliminary plat for 13755 & 13855 Crest Ave NE. Attached to this cover letter, you will find the necessary application and supporting documentation for our proposed residential development. Site History The current owner and developer, Prior Lake Development, LLC, purchased the land in October of 2021. At that time, the site was zoned agricultural. A subsequent land use application was submitted for the development and construction of 62 single-family home and villa lots. Unfortunately, due to the significant costs related to the required infrastructure and road connections, combined with unprecedented cost increases in the marketplace, the original design was not feasible to construct and bring to the marketplace. At the time of the original land use application, the subject property was re- zoned from agricultural to R-1 low density residential. We believe the current zoning is consistent with this proposed development plan and application. Over the past year and a half, the development team worked with staff and yourself to create a plan that was economically viable, integrates into the surrounding community AND achieves the primary objectives of completing the remaining road connections, wetland preservation, creating the desired bike and sidewalk connections and closing out infrastructure upgrades necessary to serve the subject property and the surrounding neighborhood. During the creation of the plan there was belief that city policy makers would support increased density by way of increased unit count and the inclusion of a medium-density rowhome design. The plan was submitted to the Community Development staff and subsequently presented to the City of Prior Lake Planning Commission for review during the public hearing on September 23rd and again on October 14th. During both meetings, NHH PROPERTIES 7455 France Ave S :: Suite 351 :: Edina, MN :: 55435 NHHPROPERTIES.COM there was strong opposition from the policy makers and the community towards the components of the plan that included the rowhome product. Additionally, there was more than one comment that indicated that there would be very little overall support for a plan that deviates significantly in product type and unit count from the plan that was submitted and approved in 2021. Proposed Redevelopment The proposed, revised residential development consists of single-family lots only, along with the required infrastructure updates, pedestrian throughfares/bike paths and road connections to allow this new development to seamlessly integrate into the surrounding community. The entire project area is 29.14 acres, of which 25.40 acres is developable. The remaining 3.74 acres is wetland area and county ROW. The site is currently 2 parcels, with one single-family home on each parcel. The home and barn on the northern parcel will be demolished in conjunction with the proposed development. The home on the southern parcel will remain on a newly plated lot. The current PUD and preliminary plat application consists of 69 single-family lots and the exiting home located at 13855 Crest Avenue, totaling 70 homesites. The proposed density is 2.76 units per acre. City Code Section 1132 The proposed PUD will meet the stated purposes and objectives of City Code 1132 by way of providing an all-encompassing development plan that provides multiple floorplans and option packages. This community is preserving wetlands, extending community space via the bike path that will connect 138th Street with the park to the east and continue the bike path from north to south along Crest Avenue. Additional pedestrian sidewalks are being constructed within the site to provide additional connectivity. Finally, the proposed development was designed and created to allow the construction and installation of 138th Street, a primary artery connecting Crest Avenue from the west to the existing neighborhood to the east, to be completed during the early stages of the project. Project Specifics Gross Site Area: 29.14 AC County ROW: 1.77 AC Wetland Area: 1.97 AC Net Developable Area: 25.40 AC Single-Family Lots: 70 (incl existing SFR) Total Units: 70 R-1 Density: 2-4 Units/Acre Proposed Density: 2.76 Units/Acre Single-Family Lots There are 70 single-family lots in the proposed development. The majority of the lots are approximately 50x120. Due to road connections and road curvatures, there are approximately 16 lots that are significantly bigger. The lots sizes and layouts are similar to what was approved within the original Villas at Crest Woods PUD in 2021. NHH PROPERTIES 7455 France Ave S :: Suite 351 :: Edina, MN :: 55435 NHHPROPERTIES.COM The existing single-family home at 13855 Crest Avenue This home was completely remodeled in late 2023. The site design accommodates the relocation of the driveway to 138th St and the installation of stormwater facilities and public infrastructure that conforms to the Staff Memo dated 12/22/2023. Financial Feasibility In October of 2023 an application was submitted which, upon approval, effectively eliminated the 2021 approved PUD and preliminary plat for the original Villas at Crest Woods development. As previously mentioned, due to the significant costs related to the required infrastructure and road connections, combined with unprecedented cost increases in the marketplace, the original design was not feasible to construct and bring to the marketplace. While the new proposed site plan is similar to the 2021 plan that was deemed to be financially unfeasible, the development team is able to make this latest revision work due to the following: • The streamlined design of one building type vs 2 or 3 allows for additional economies of scale in design and the purchasing of supplies. • A single building type can be constructed at a much fast rate, therefore reducing overall project costs and allows homes to be sold sooner. • The single building type plan allows for a significantly reduced overall project cost, reducing risk, soft costs and interest expense. • Additional equity will be brought into the project to significantly reduce the loan costs and interest expense. • Current market trends and projections are positive for projects of this nature. It should be noted that while the development team is able to significantly reduce project costs due to a streamlined process and additional economies of scale, the overall quality and fit and finish of the homes remains the same as contemplated within the previous applications. I appreciate your consideration of my proposed site plan. Please let me know if you have any questions. Thanks, Adam M Seraphine NHH Properties 8" PV C 8 "P V C 1 5 " R C P 24" RCP 6" HDPE 18 " R C P 18 " R C P 15" RCP 15" RCP 15" RCP 15" RCP 15 " RC P 8" P V C 8" PVC 8" PVC 8" PV C 4" HDPE 15" RCP 15" RCP 24 " R C P 24 " RC P 15 " RC P 24" RCP 8" PVC 8" PVC 8" PV C 21" RCP 24 " R C P 8"PVC 8" P V C NO BUILDINGS 8" PVC 15" RCP 4" HDPE 15 " R C P 4" HD P E 15" RCP WETLAND (Not Deliniated) WETLAND W E T L A N D WETLAND WETLAND Ed g e o f Wa t e r Ed g e o f W a t e r W E T L A N D W E T L A N D 8" WM (Per Rec.) 8" WM (Per Rec.) 8" W M (P e r R e c . ) 8" WM (Per Rec.) 8" WM (Per Rec.) 8" WM (Per Rec.) 8" PVC Stub (Per Rec) Inv=999.22 (Rec) S Line of the N 2030.00 Feet of the W 1/2 of the SE 1/4 of Sec. 24, Twp. 115, Rng. 22 N Line of the S 537.76 Feet of the N 2030.00 Feet of the W 1/2 of the SE 1/4 of Sec. 24, Twp. 115, Rng. 22 W Line of the E 500.00 Feet of the W 1/2 of the SE 1/4 of Sec. 24, Twp. 115, Rng. 22 S Line of the N 1500.00 Feet of the W 1/2 of the SE 1/4 of Sec. 24, Twp. 115, Rng. 22 S Line of the N 1000.00 Feet of the of the W 1/2 of the SE 1/4 of Sec. 24, Twp. 115, Rng. 22 N Line of the S 220.00 Feet of the N 1000.00 Feet of the W 1/2 of the SE 1/4 of Sec. 24, Twp. 115, Rng. 22 S Line of the N 1492.24 Feet of the W 1/2 of the SE 1/4 of Sec. 24, Twp. 115, Rng. 22 W L i n e o f t h e 7 9 2 . 0 0 F e e t o f t h e W 1 / 2 o f t h e S E 1 / 4 o f Se c . 2 4 , T w p . 1 1 5 , R n g . 2 2 E L i n e o f t h e W 1 / 2 o f t h e S E 1 / 4 o f Se c . 2 4 , T w p . 1 1 5 , R n g . 2 2 S89°23'51"E 526.82 N0 0 ° 1 9 ' 1 1 " E 2 2 0 . 0 0 S89°23'51"E 792.01 S0 0 ° 1 9 ' 1 1 " W 7 2 0 . 0 1 N89°23'51"W 500.01 S0 0 ° 1 9 ' 1 1 " W 5 3 0 . 0 1 N89°23'51"W 822.46 N0 0 ° 3 1 ' 2 0 " E 1 0 3 0 . 0 0 CO U N T Y R O A D N O . 1 8 ( C R E S T A V E N U E ) W L i n e o f t h e S E 1 / 4 o f Se c . 2 4 , T w p . 1 1 5 , R n g . 2 2 P.O.B. SW of the N 1492.24 Feet of the W 1/2 of the SE 1/4 of Sec. 24, Twp. 115, Rng. 22 7.76 N0 0 ° 3 1 ' 2 0 " E 3 6 3 6 . 0 6 S0 0 ° 3 1 ' 2 0 " W 61 5 . 1 3 S 1/4 Corner Sec. 24, Twp. 115, Rng. 22 N 1/4 Corner Sec. 24, Twp. 115, Rng. 22 N Line of the W 1/2 of SE 1/4 of Sec. 24, Twp. 115, Rng. 22 WET L A N D WET L A N D WET L A N D WET LAND WET L A N D 75.00 75.00 S0 0 ° 3 1 ' 2 0 " W 1 0 3 0 . 0 0 56 5 . 2 5 N25° 4 0 ' 5 5 " W 15.73 3 1 . 3 8 Δ = 2 5 ° 4 0 ' 5 5 " R = 7 0 . 0 0 N0 0 ° 0 0 ' 0 0 " E 11 5 . 7 7 38 . 8 9 Δ= 2 9 ° 4 2 ' 2 3 " R= 7 5 . 0 0 12.57 N29°42 ' 2 3 " E N89 ° 2 3 ' 5 6 " W 12. 0 3 41.95 Δ=18°5 1 ' 1 1 " R=127. 5 0 18 6 . 0 0 46 4 . 7 5 52. 3 9 S42 ° 5 5 ' 4 8 " E N0 0 ° 0 0 ' 0 0 " E 11 5 . 7 7 127.27 Δ=21°53'5 5 " R=333.00 N89°28'40"W 331.74S86°32'59"W 101.04 N89°28'40"W 100.71 46 4 . 7 5 451.82 18 6 . 0 0 34 4 . 0 0 747.46 56 5 . 2 5 VICINITY MAP PR O J E C T PROJECT NO.: 20302 COPYRIGHT 2021 CIVIL SITE GROUP INC.c REVISION SUMMARY DATE DESCRIPTION V2.0 PRELIMINARY PLAT .. .. .. .. .. .. N 44565 RORY L. SYNSTELIEN LICENSE NO.DATE I HEREBY CERTIFY THAT THIS SURVEY, PLAN, OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED LAND SURVEYOR UNDER THE LAWS OF THE STATE OF MINNESOTA. 11-19-2024 N CL I E N T Civil Engineering Surveying Landscape Architecture 4931 W. 35th Street, Suite 200 St. Louis Park, MN 55416 civilsitegroup.com 612-615-0060 QA/QC FIELD CREW DRAWN BY REVIEWED BY UPDATED BY . CJ RS . PRELIMINARY PLAT GENERAL NOTES PROPERTY DESCRIPTION: 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. AND 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. Please note the preliminary plat has been prepared without the benefit of a commitment for title insurance. The description above may not be the latest description of record. There may be easements or other matters of record we are unaware of and are thus not shown hereon. DATE OF PREPARATION: 11-19-2024 Please note that the background survey information is per a survey by us dated 3-18-2021. APPLICANT: Prior Lake Development LLC 7455 France Ave S, Suite 351 Edina, MN 55435 Contact: Adam Seraphine adam@nhhproperties.com AREAS: Please see Proposed Site Plan for Proposed Lot Areas Total Property Area = 1,269,505 Sq. Ft. +/- or 29.144 Acres +/- FLOOD ZONE: This property is contained in Zone X (area determined to be outside the 0.2% annual chance floodplain) per Flood Insurance Rate Map, Community Panel Nos. 27139C0043E, 27139C0044E, 27139C0156E, and 27139C0157E, effective date of February 12, 2021. ________________________________________________________ Rory L. Synstelien Minnesota License No. 44565 rory@civilsitegroup.com PRELIMINARY PLAT: THE RESIDENCES AT CREST WOODS OVERHEAD UTILITIES GASMAIN SANITARY SEWER STORM SEWER FIBER/COMM. LINE ELECTRIC LINE (RECORD) WATERMAIN ELECTRIC LINE GASMAIN (RECORD) CHAINLINK FENCELINE Linetype & Symbol Legend CONCRETE SURFACE PAVER SURFACE BITUMINOUS SURFACE GRAVEL/LANDSCAPE SURFACE WOODEN FENCELINE GUARDRAIL WATERMAIN (RECORD) SANITARY SEWER (RECORD) STORM SEWER (RECORD) FIBER/COMM. LINE (RECORD) TELEPHONE LINE (RECORD) TELEPHONE LINE SIGN SANITARY MANHOLE STORM MANHOLE CABLE TV BOX TELEPHONE MANHOLE ELECTRIC TRANSFORMER TELEPHONE BOX TRAFFIC SIGNAL GAS METER ELECTRICAL METER WATER MANHOLE WATER VALVE AIR CONDITIONER BOLLARD CATCH BASIN ELECTRIC MANHOLE GAS VALVE FLAG POLE HANDICAP SYMBOL FOUND IRON MONUMENT HYDRANT CAST IRON MONUMENT SET IRON MONUMENT FLARED END SECTION POWER POLE UTILITY MANHOLE GUY WIRE CONIFEROUS TREE DECIDUOUS TREE ROOF DRAIN SEWER CLEAN OUT FIRE CONNECTION WELL UTILITY VAULT POST INDICATOR VALVE GAS MANHOLE HAND HOLE FIBER/COMM. MANHOLE MAIL BOX FUEL TANK ELECTRICAL OUTLET SB SOIL BORING LIGHT POLE INSET A (SEE SHEET 2 OF 3 SHEETS) INSET B (SEE SHEET 3 OF 3 SHEETS) 160408004080 SCALE IN FEET Th e R e s i d e n c e s a t C r e s t W o o d s Pr i o r L a k e , S c o t t C o u n t y , M i n n e s o t a 74 5 5 F r a n c e A v e n u e S o u t h , S u i t e 3 5 1 , E d i n a , M N 5 5 4 3 5 Pr i o r L a k e D e v e l o p m e n t L L C 8" PV C 24" RCP 6" HDPE 18 " R C P 18 " R C P 15" RCP 15" RCP 15" RCP 15" RCP 21" RCP 8"PVC NO BUILDINGS 15" RCP 4" HDPE 15 " R C P WETLAND W E T L A N D WETLAND WETLAND Ed g e o f Wa t e r Ed g e o f W a t e r W E T L A N D W E T L A N D 8" WM (Per Rec.) OUTLOT B N89°28'40"W 100.71 N0 0 ° 3 1 ' 2 0 " E 4 6 4 . 7 5 S89°23'51"E 451.82 N0 0 ° 1 9 ' 1 1 " E 2 2 0 . 0 0 S89°23'51"E 792.01 S0 0 ° 1 9 ' 1 1 " W 7 2 0 . 0 1 N86°32'59"E 101.04 S89°28'40"E 533.25 277.07 R=3 0 0 . 0 0 Δ=5 2 ° 5 4 ' 5 7 " N 2 5 ° 4 0 ' 5 5 " W 9 5 . 8 6 4 2 . 5 8 Δ = 2 5 ° 4 0 ' 5 5 " R = 9 5 . 0 0 N0 0 ° 0 0 ' 0 0 " E 1 1 5 . 7 7 51 . 8 5 Δ= 2 9 ° 4 2 ' 2 3 " R= 1 0 0 . 0 0 N2 9 ° 4 2 ' 2 3 " E 20 . 3 9 S6 0 ° 1 7 ' 3 7 " E 2.3 1 50.8 0 Δ=2 9 ° 0 6 ' 1 9 " R=1 0 0 . 0 0 S89°23'56"E 11.90 496 . 7 6 N89°23'51"W 500.01 40 . 0 0 40 . 0 0 N37 ° 3 6 ' 2 2 " E 4 9 6 . 7 6 211 . 5 9 Δ=3 6 ° 2 0 ' 4 7 " R=3 3 3 . 5 4 2 2 8 . 6 7 Δ = 2 6 ° 1 2 ' 1 5 " R = 5 0 0 . 0 0 N0 0 ° 3 1 ' 2 0 " E 3 4 9 . 1 6 S89°23'51"E 275.87 117 . 8 1 Δ= 9 0 ° 0 0 ' 0 0 " R= 7 5 . 0 0 N0 0 ° 3 6 ' 0 9 " E 7 7 . 1 0 30.0025.00 331.74 127.27 Δ=21°53'5 5 " 15.73 3 1 . 3 8 Δ = 2 5 ° 4 0 ' 5 5 " 11 5 . 7 7 Δ= 2 9 ° 4 2 ' 2 3 " 38 . 8 9 12 . 5 7 12.03 S0 0 ° 1 9 ' 1 1 " W 1 8 6 . 0 0 138TH ST R E E T NE J A C K S O N ST R E E T NE WILDFLOWER WA Y NE LU P I N E TR A I L N E 41.95 Δ=18°5 1 ' 1 1 " 5 2 . 3 9 S 4 2 ° 5 5 ' 4 8 " E Drainage & Utility Easement OUTLOT A 1 OUTLOT C Drainage & Utility Easement Over All of OUTLOT A Drainage & Utility Easement Over All of OUTLOT C 30.01 S79°39'29 " W 37.50 Δ=14°19'23" R=150.00N86°01'08"W 332.63 S68 ° 3 1 ' 0 8 " E 9 1 . 7 7 S76°28'5 2 " W 9 1 . 7 7 S85°30'19"E 101.0 4 S89°28'40"E 100.40 N 1 3 ° 3 1 ' 0 8 " W 6 0 . 0 0 S2 1 ° 2 8 ' 5 2 " W 60 . 0 0 22 5 . 1 5 Δ= 2 1 5 ° 0 0 ' 0 0 " R= 6 0 . 0 0 9.0466.80 34 . 5 6 12 4 . 8 6 S0 0 ° 1 9 ' 1 1 " W 8 5 . 3 6 N89°17'00"W 49.00 N78°34 ' 4 0 " W 49.93 N68 ° 3 6 ' 1 5 " W 52. 5 1 N70 ° 0 8 ' 5 8 " W 51. 9 9 N81°56'40 " W 49.45 S78°10'1 6 " W 1 0 5 . 7 5 S57 ° 0 9 ' 0 4 " W 1 2 4 . 0 9 S 3 1 ° 0 9 ' 0 1 " E 1 3 3 . 0 6 Δ= 3 3 ° 1 3 ' 2 3 " 34. 7 9 N6 4 ° 2 2 ' 2 4 " W 1 6 6 . 3 8 S0 0 ° 1 9 ' 1 1 " W 1 2 6 . 9 7 Δ=33°5 6 ' 5 8 " 35.55 S0 0 ° 1 9 ' 1 1 " W 1 3 5 . 8 9 32. 1 0 Δ= 1 8 ° 4 0 ' 5 5 " 19 . 5 6 S0 0 ° 1 9 ' 1 1 " W 1 3 7 . 4 8 52. 5 4 12 . 6 7 Δ=17° 3 0 ' 0 0 " 30.54 7. 1 2 S0 0 ° 1 9 ' 1 1 " W 1 2 2 . 0 4 49.10 N0 0 ° 1 9 ' 1 1 " E 1 2 8 . 5 2 S0 0 ° 1 9 ' 1 1 " W 1 2 4 . 8 3 49.10 S89°23'51"E 115.99 Δ = 7 ° 3 0 ' 1 6 " 6 8 . 7 6 5 . 1 8 Δ=14°19'23" 31.25 86.13 66 . 3 7 S89°23'51"E 115.96 34 . 3 8 Δ= 1 ° 3 5 ' 4 4 " 14 . 6 2 49 . 0 0 S89°23'51"E 116.13 49 . 0 0 49 . 0 0 S89°23'51"E 116.30 49 . 0 0 49 . 0 0 S89°23'51"E 116.48 49 . 0 0 49 . 0 0 S89°23'51"E 116.65 49 . 0 0 49 . 0 0 S89°23'51"E 116.82 49 . 0 0 49 . 0 0 117.07 69 . 8 2 69 . 8 2 67.64 S0 0 ° 3 6 ' 0 9 " W 1 2 7 . 1 0 67.46 12 7 . 1 0 49.00 S0 0 ° 3 6 ' 0 9 " W 1 2 7 . 1 0 49.00 49.00 S0 0 ° 3 6 ' 0 9 " W 1 2 7 . 1 0 49.00 49.00 S0 0 ° 3 6 ' 0 9 " W 1 2 7 . 1 0 49.00 86.44 Δ=9 0 ° 0 0 ' 0 0 " 78. 5 4 36.44 77 . 1 0 123.04 S0 0 ° 3 6 ' 0 9 " W 52 . 8 0 Δ= 1 1 ° 4 7 ' 5 0 " 75. 4 7 81. 7 2N52 ° 2 3 ' 3 8 " W 54. 7 4 67 . 8 1 Δ= 3 7 ° 0 0 ' 1 3 " 77 . 1 0 79.02 Δ=1 4 ° 5 3 ' 5 0 " 95.3 0 31.15 97.12 Δ=52 ° 5 9 ' 4 7 " 161 . 3 5 61.61 N0 0 ° 3 6 ' 0 9 " E 1 2 0 . 0 0 49.00 49.00 N0 0 ° 3 6 ' 0 9 " E 1 2 0 . 0 0 49.00 49.00 N0 0 ° 3 6 ' 0 9 " E 1 2 0 . 0 0 49.00 49.00 N0 0 ° 3 6 ' 0 9 " E 1 2 0 . 0 0 67.67 67.50 12 0 . 0 0 S89°23'51"E 276.11 74. 9 5 S87°22'22"W 230.56 Δ=3°08'58" 25.83 47 . 0 2 59. 3 5 S76°47'0 8 " W 1 8 8 . 5 9 Δ = 9 ° 4 7 ' 4 1 " 8 0 . 3 5 119 . 4 0 Δ=2 0 ° 1 5 ' 3 7 " 94. 4 1 1 3 . 3 8 Δ = 1 3 ° 1 5 ' 3 6 " 1 0 8 . 7 7 124. 0 2 Δ=2 3 ° 3 8 ' 3 7 " 14 4 . 6 1 24. 4 5 N 4 1 ° 3 2 ' 5 1 " W 1 3 7 . 5 2 1 0 . 1 0 56. 8 9 Δ= 1 0 ° 5 0 ' 4 6 " 40. 7 8 N 5 2 ° 2 3 ' 3 8 " W 1 4 0 . 4 3 49. 0 0 49. 0 0 N 5 2 ° 2 3 ' 3 8 " W 1 4 0 . 4 3 49. 0 0 49. 0 0 N 5 2 ° 2 3 ' 3 8 " W 1 4 0 . 4 3 49. 0 0 49. 0 0 N 5 2 ° 2 3 ' 3 8 " W 1 4 0 . 4 3 49. 0 0 49. 0 0 N 5 2 ° 2 3 ' 3 8 " W 1 4 0 . 4 3 49. 0 0 49. 0 0 N 5 2 ° 2 3 ' 3 8 " W 1 4 0 . 4 3 49. 0 0 49. 0 0 N 5 2 ° 2 3 ' 3 8 " W 1 4 0 . 4 3 49. 0 0 N 5 2 ° 2 3 ' 3 8 " W 1 2 0 . 0 0 49. 0 0 N 5 2 ° 2 3 ' 3 8 " W 1 2 0 . 0 0 49. 0 0 N 5 2 ° 2 3 ' 3 8 " W 1 4 0 . 4 3 Δ = 0 ° 3 2 ' 2 1 " 3. 1 3 45. 6 5 50. 1 1 N 5 1 ° 5 1 ' 1 6 " W 1 4 0 . 4 6 45. 5 9 Δ= 7 ° 5 0 ' 4 1 " 65. 3 2 76.4 8 Δ=1 3 ° 0 9 ' 3 2 " S 4 4 ° 0 0 ' 3 5 " E 1 4 5 . 5 5 25. 4 6 8. 4 2 Δ = 2 5 ° 4 0 ' 5 5 " 5 6 . 0 3 1 6 . 1 5 14 6 . 0 1 S89°23'51"E 126.85 N37 ° 3 6 ' 2 2 " E 1 4 0 . 8 9 53 . 0 9 N1 4 ° 5 8 ' 0 6 " E 49. 0 0 N37 ° 3 6 ' 2 2 " E 53.0 9 N60° 1 4 ' 3 8 " E N37 ° 3 6 ' 2 2 " E 3 5 9 . 2 3 53 1 . 8 0 13 1 . 0 0 18.06 Δ= 3 3 ° 1 3 ' 2 3 " 34 . 7 9 S82°24'13"W 1 4 7 . 0 7 12 5 . 2 9 3 4 . 7 9 Δ = 3 3 ° 1 3 ' 2 3 " S49 ° 1 0 ' 5 0 " W 1 8 8 . 0 4 18.77 N0 0 ° 3 1 ' 2 0 " E 1 3 4 . 6 0 3 4 . 4 1 Δ = 3 2 ° 5 1 ' 3 1 " S1 6 ° 1 9 ' 2 0 " W 1 1 4 . 4 0 57.2581.63 31 . 2 5 Δ= 2 9 ° 5 0 ' 2 7 " 11.24 S0 0 ° 3 6 ' 0 9 " W 1 1 5 . 3 6 29.1043.79 50.53 S0 0 ° 3 6 ' 0 9 " W 1 2 7 . 6 2 49.00 30.00 20.16 Δ=11°32'58" S0 0 ° 3 6 ' 0 9 " W 1 3 7 . 7 9 49.00 38.69 S0 0 ° 3 6 ' 0 9 " W 1 3 5 . 3 7 49.00 10 . 3 9 Δ= 5 ° 5 7 ' 0 2 " 49.09 S0 0 ° 3 6 ' 0 9 " W 1 3 2 . 4 1 49.00 49.09 S0 0 ° 3 6 ' 0 9 " W 1 2 9 . 4 5 49.00 49.09 S0 0 ° 3 6 ' 0 9 " W 1 2 6 . 4 9 49.00 11 . 0 6 43.75 Δ=14°19'23" 6 . 0 1 1 0 6 . 7 0 Δ = 1 1 ° 3 7 ' 1 5 " 1 3 . 9 0 Δ=20°49'5 4 " 97.088.95 1 2 3 4 5 6 7 8 910 11 12 1314 15 16 17 18 19 20 21 22 23 24 25 26 2 1 2 3 4 5 3 1 2345 6 7 8 9 4 1 2 3 4 5 6 7 8 9 10 11 12 13 14 25.00 25.00 VICINITY MAP Th e R e s i d e n c e s a t C r e s t W o o d s Pr i o r L a k e , S c o t t C o u n t y , M i n n e s o t a 74 5 5 F r a n c e A v e n u e S o u t h , S u i t e 3 5 1 , E d i n a , M N 5 5 4 3 5 Pr i o r L a k e D e v e l o p m e n t L L C PR O J E C T PROJECT NO.: 20302 COPYRIGHT 2021 CIVIL SITE GROUP INC.c REVISION SUMMARY DATE DESCRIPTION V2.1 PRELIMINARY PLAT INSET A .. .. .. .. .. .. N 44565 RORY L. SYNSTELIEN LICENSE NO.DATE I HEREBY CERTIFY THAT THIS SURVEY, PLAN, OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED LAND SURVEYOR UNDER THE LAWS OF THE STATE OF MINNESOTA. 11-19-2024 N CL I E N T Civil Engineering Surveying Landscape Architecture 4931 W. 35th Street, Suite 200 St. Louis Park, MN 55416 civilsitegroup.com 612-615-0060 QA/QC FIELD CREW DRAWN BY REVIEWED BY UPDATED BY . CJ RS . PRELIMINARY PLAT: THE RESIDENCES AT CREST WOODS OVERHEAD UTILITIES GASMAIN SANITARY SEWER STORM SEWER FIBER/COMM. LINE ELECTRIC LINE (RECORD) WATERMAIN ELECTRIC LINE GASMAIN (RECORD) CHAINLINK FENCELINE Linetype & Symbol Legend CONCRETE SURFACE PAVER SURFACE BITUMINOUS SURFACE GRAVEL/LANDSCAPE SURFACE WOODEN FENCELINE GUARDRAIL WATERMAIN (RECORD) SANITARY SEWER (RECORD) STORM SEWER (RECORD) FIBER/COMM. LINE (RECORD) TELEPHONE LINE (RECORD) TELEPHONE LINE SIGN SANITARY MANHOLE STORM MANHOLE CABLE TV BOX TELEPHONE MANHOLE ELECTRIC TRANSFORMER TELEPHONE BOX TRAFFIC SIGNAL GAS METER ELECTRICAL METER WATER MANHOLE WATER VALVE AIR CONDITIONER BOLLARD CATCH BASIN ELECTRIC MANHOLE GAS VALVE FLAG POLE HANDICAP SYMBOL FOUND IRON MONUMENT HYDRANT CAST IRON MONUMENT SET IRON MONUMENT FLARED END SECTION POWER POLE UTILITY MANHOLE GUY WIRE CONIFEROUS TREE DECIDUOUS TREE ROOF DRAIN SEWER CLEAN OUT FIRE CONNECTION WELL UTILITY VAULT POST INDICATOR VALVE GAS MANHOLE HAND HOLE FIBER/COMM. MANHOLE MAIL BOX FUEL TANK ELECTRICAL OUTLET SB SOIL BORING LIGHT POLE 100255002550 SCALE IN FEET 15" RCP 15" RCP 15 " RC P 8" P V C 24 " R C P 24 " RC P 15 " RC P 24" RCP 8" PVC 8" PV C 21" RCP 24 " R C P 8"PVC 8" P V C 15" RCP 4" HDPE 4" HD P E 15" RCP WETLAND (Not Deliniated) WETLAND W E T L A N D 8" W M (P e r R e c . ) 8" WM (Per Rec.) 8" PVC Stub (Per Rec) Inv=999.22 (Rec) N0 0 ° 3 1 ' 2 0 " E 5 6 5 . 2 5 N89°23'51"W 747.46 S0 0 ° 1 9 ' 1 1 " W 3 4 4 . 0 0 S89°23'56"E 12.03 41.95 Δ=18°5 1 ' 1 1 " R=127.5 0 3 1 . 3 8 Δ = 2 5 ° 4 0 ' 5 5 " R = 7 0 . 0 0 N86°32'59"E 101.04S89°28'40"E 100.71 38 . 8 9 Δ= 2 9 ° 4 2 ' 2 3 " R= 7 5 . 0 0 N2 9 ° 4 2 ' 2 3 " E 1 6 1 . 3 9 34 . 5 3 Δ= 7 ° 5 4 ' 4 6 " R= 2 5 0 . 0 0 N37 ° 3 7 ' 0 9 " E 1 0 0 . 3 6 37.47 N52°22'51"W 1 3 . 8 1 Δ = 7 ° 5 4 ' 4 6 " R = 1 0 0 . 0 0 N6 0 ° 1 7 ' 3 7 " W 1 1 1 . 6 3 50.80 Δ=29 ° 0 6 ' 1 9 " R=10 0 . 0 0 N89°23'56"W 16.5713 0 . 6 9 Δ= 2 9 ° 5 7 ' 0 9 " R= 2 5 0 . 0 0 25 . 0 0 25 . 0 0 25.21 2 6 . 1 9 2 6 . 1 9 AP E X W A Y N E LU P I N E TR A I L N E S89°28'40"E 331.74 127.27 Δ=21°53'5 5 " R=333.00 S25° 4 0 ' 5 5 " E 15.73 S0 0 ° 0 0 ' 0 0 " E 1 1 5 . 7 7 25.17 56. 8 5 109.12 Δ=18°46 ' 3 3 " 43 . 6 4 N90°00'00"W 120.00 65 . 5 9 72 . 1 3 Δ=13°3 9 ' 4 0 " 17.88 N78°43 ' 1 3 " W 1 2 3 . 4 1 6.3 4 60 . 2 0 21.0 0 Δ=1 6 ° 0 2 ' 4 3 " 70 . 7 0 N6 0 ° 1 7 ' 3 7 " W 1 2 0 . 0 0 52 . 4 2 49 . 0 0 N6 0 ° 1 7 ' 3 7 " W 1 2 0 . 0 0 49 . 0 0 30 4 . 4 7 18.15 Δ=3°07'22" S0 0 ° 0 0 ' 0 0 " E 12 5 . 7 9 S2 9 ° 4 2 ' 2 3 " W 1 5 6 . 9 8 S3 6 ° 4 8 ' 0 9 " W 1 4 8 . 5 0 S77°10'2 8 " W 1 8 7 . 1 4 N6 0 ° 3 4 ' 1 1 " W 2 3 5 . 3 6 49 . 2 1 N6 0 ° 1 7 ' 3 7 " W 1 2 0 . 0 0 49 . 2 1 12 . 5 7 12 . 8 7 Δ= 7 ° 5 4 ' 4 6 " 31 . 0 7 1 8 . 2 0 N 5 2 ° 2 2 ' 5 1 " W 1 2 2 . 1 5 45. 4 1 49. 0 0 N 5 2 ° 2 2 ' 5 1 " W 1 2 1 . 4 8 49. 0 0 33. 1 6 Δ = 3 ° 0 1 ' 3 4 " 1 4 . 5 2 N 5 5 ° 2 4 ' 2 5 " W 1 2 1 . 2 1 54 . 0 8 Δ= 9 ° 2 1 ' 4 5 " 44 . 9 4 N6 4 ° 4 6 ' 1 0 " W 1 2 9 . 0 6 N3 6 ° 4 4 ' 3 8 " E 65 . 7 8 N1 5 ° 1 7 ' 1 1 " E 1 4 2 . 2 8 312.99 26 0 . 7 8 Δ= 9 ° 2 1 ' 4 5 " 44 . 9 4 N74° 0 7 ' 5 6 " W 1 2 3 . 0 1 65 . 7 4 Δ= 8 ° 5 0 ' 4 6 " 42 . 4 6 130.09 76 . 5 5 13 6 . 0 9 N89°40'27"W 44.32 N6 0 ° 1 7 ' 3 7 " W 78 . 0 0 12 0 . 4 1 S2 9 ° 4 2 ' 2 3 " W 1 0 5 . 0 0 62 . 3 3 Δ=7°54'4 6 " 10.36 12. 4 8 31. 8 5 Δ= 7 ° 5 4 ' 4 6 " 37 . 9 8 33 . 1 7 12 5 . 4 1 16.45 Δ=29 ° 0 6 ' 1 9 " 38.10 49 . 3 1 1 2 . 4 7 1 7 . 2 6 Δ = 7 ° 5 4 ' 4 6 " 11 1 . 6 3 Δ=29 ° 0 6 ' 1 9 " 63.50 16.69 32.50 253.99 11 4 . 5 2 Δ= 2 9 ° 0 9 ' 4 6 " 18. 5 1 OUTLOT D Drainage & Utility Easement Over All of OUTLOT D 5 6 7 2 1 3 4 5 6 7 8 9 10 11 12 2 1 3 1 Drainage & Utility Easement 40 . 0 6 S6 6 ° 4 2 ' 3 0 " E 1 3 2 . 0 0 N65° 0 6 ' 1 0 " E 40.85 N1 8 ° 2 4 ' 5 2 " E 67 . 8 4 N36 ° 5 5 ' 5 6 " E 9 7 . 5 1 N68°0 8 ' 1 2 " E 41.45 31.34 S80°39'3 2 " E N75°19' 1 8 " E 16.44 N54 ° 2 8 ' 4 4 " E 46.3 7 N67°3 4 ' 4 6 " E 75.98 N63° 0 3 ' 1 1 " E 76.2 4 N0 6 ° 3 6 ' 0 1 " E 37 . 5 4 17 7 . 5 7 VICINITY MAP PR O J E C T PROJECT NO.: 20302 COPYRIGHT 2021 CIVIL SITE GROUP INC.c REVISION SUMMARY DATE DESCRIPTION V2.2 PRELIMINARY PLAT INSET B .. .. .. .. .. .. N 44565 RORY L. SYNSTELIEN LICENSE NO.DATE I HEREBY CERTIFY THAT THIS SURVEY, PLAN, OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED LAND SURVEYOR UNDER THE LAWS OF THE STATE OF MINNESOTA. 11-19-2024 CL I E N T Civil Engineering Surveying Landscape Architecture 4931 W. 35th Street, Suite 200 St. Louis Park, MN 55416 civilsitegroup.com 612-615-0060 QA/QC FIELD CREW DRAWN BY REVIEWED BY UPDATED BY . CJ RS . N 100255002550 SCALE IN FEET PRELIMINARY PLAT: THE RESIDENCES AT CREST WOODS Th e R e s i d e n c e s a t C r e s t W o o d s Pr i o r L a k e , S c o t t C o u n t y , M i n n e s o t a 74 5 5 F r a n c e A v e n u e S o u t h , S u i t e 3 5 1 , E d i n a , M N 5 5 4 3 5 Pr i o r L a k e D e v e l o p m e n t L L C OVERHEAD UTILITIES GASMAIN SANITARY SEWER STORM SEWER FIBER/COMM. LINE ELECTRIC LINE (RECORD) WATERMAIN ELECTRIC LINE GASMAIN (RECORD) CHAINLINK FENCELINE Linetype & Symbol Legend CONCRETE SURFACE PAVER SURFACE BITUMINOUS SURFACE GRAVEL/LANDSCAPE SURFACE WOODEN FENCELINE GUARDRAIL WATERMAIN (RECORD) SANITARY SEWER (RECORD) STORM SEWER (RECORD) FIBER/COMM. LINE (RECORD) TELEPHONE LINE (RECORD) TELEPHONE LINE SIGN SANITARY MANHOLE STORM MANHOLE CABLE TV BOX TELEPHONE MANHOLE ELECTRIC TRANSFORMER TELEPHONE BOX TRAFFIC SIGNAL GAS METER ELECTRICAL METER WATER MANHOLE WATER VALVE AIR CONDITIONER BOLLARD CATCH BASIN ELECTRIC MANHOLE GAS VALVE FLAG POLE HANDICAP SYMBOL FOUND IRON MONUMENT HYDRANT CAST IRON MONUMENT SET IRON MONUMENT FLARED END SECTION POWER POLE UTILITY MANHOLE GUY WIRE CONIFEROUS TREE DECIDUOUS TREE ROOF DRAIN SEWER CLEAN OUT FIRE CONNECTION WELL UTILITY VAULT POST INDICATOR VALVE GAS MANHOLE HAND HOLE FIBER/COMM. MANHOLE MAIL BOX FUEL TANK ELECTRICAL OUTLET SB SOIL BORING LIGHT POLE Civil Engineering Surveying Landscape Architecture 5000 Glenwood Avenue Golden Valley, MN 55422 civilsitegroup.com 612-615-0060 COPYRIGHT CIVIL SITE GROUP INC.c PR O J E C T PRE L I M I N A R Y : NOT F O R CON S T R U C T I O N 2023 ISSUE/SUBMITTAL SUMMARY DATE DESCRIPTION 11/18/24 CITY SUBMITTAL PROJECT MANAGER MATT PAVEK CONTACT NUMBER 612-615-0060 X 701 DRAWN BY AM, MD REVIEWED BY MP PROJECT NUMBER 20302 CR E S T W O O D S PR I O R L A K E , M N PR I O R L A K E D E V E L O P M E N T , L L C 74 5 5 F R A N C E A V E N U E S O U T H , S U I T E 3 5 1 , E D I N A , M N 5 5 4 3 5 OW N E R C0.0 TITLE SHEET CREST WOODS PRIOR LAKE, MINNESOTA SITE LOCATIONSITE LOCATION MAP N ISSUED FOR: CITY SUBMITTAL Know what's below. before you dig.Call R 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 OR REPLACE ANY UTILITIES THAT ARE DAMAGED DURING CONSTRUCTION AT NO COST TO THE OWNER. SHEET INDEX SHEET NUMBER SHEET TITLE C0.0 TITLE SHEET C1.0 REMOVALS PLAN-OVERALL C1.1 REMOVALS PLAN-NORTH C1.2 REMOVALS PLAN-SOUTH C1.3 TREE PRESERVATION PLAN-OVERALL C1.4 TREE PRESERVATION PLAN-NORTH C1.5 TREE PRESERVATION PLAN-SOUTH C1.6 TREE PRESERVATION PLAN CALCULATIONS C2.0 SITE PLAN-OVERALL C2.1 SITE PLAN-NORTH C2.2 SITE PLAN-SOUTH W1.0 WETLAND MITIGATION PLAN C3.0 GRADING PLAN C3.1 GRADING PLAN-NORTH C3.2 GRADING PLAN-SOUTH C4.0 UTILITY PLAN-OVERALL C4.1 UTILITY PLAN-SAN & WATER NORTH C4.2 UTILITY PLAN-SAN & WATER SOUTH C4.3 UTILITY PLAN-STORM NORTH C4.4 UTILITY PLAN-STORM SOUTH C5.0 CIVIL DETAILS C5.1 CIVIL DETAILS C5.2 CIVIL DETAILS C5.3 CIVIL DETAILS C5.4 CIVIL DETAILS C5.5 CIVIL DETAILS L1.0 LANDSCAPE PLAN-OVERALL L1.1 LANDSCAPE PLAN-NORTH L1.2 LANDSCAPE PLAN-SOUTH & DETAILS SW1.0 SWPPP - EXISTING CONDITIONS OVERALL SW1.1 SWPPP - EXISTING CONDITIONS NORTH SW1.2 SWPPP - EXISTING CONDITIONS SOUTH SW1.3 SWPPP - PROPOSED CONDITIONS OVERALL SW1.4 SWPPP - PROPOSED CONDITIONS NORTH SW1.5 SWPPP - PROPOSED CONDITIONS SOUTH SW1.6 SWPPP - DETAILS SW1.7 SWPPP - NARRATIVE SW1.8 SWPPP - ATTACHMENTS SW1.9 SWPPP - ATTACHMENTS PROJECT CONTACTS NAME & ADDRESS CONTACT CIVIL ENGINEER CIVIL SITE GROUP 5000 GLENWOOD AVE GOLDEN VALLEY, MN 55422 MATT PAVEK 612-615-0060 MPAVEK@CIVILSITEGROUP.COM LANDSCAPE ARCHITECT CIVIL SITE GROUP 5000 GLENWOOD AVE GOLDEN VALLEY, MN 55422 ROB BINDER 612-615-0060 RBINDER@CIVILSITEGROUP.COM PROPERTY OWNER/DEVELOPER SURVEYOR CIVIL SITE GROUP 5000 GLENWOOD AVE GOLDEN VALLEY, MN 55422 RORY SYNSTELIEN 612-615-0060 X 712 RORY@CIVILSITEGROUP.COM SURVEYOR JAMES R. HILL, INC. 2999 COUNTY ROAD 42 W, SUITE 100 BURNSVILLE, MN 55306 MARCUS HAMPTON 952-890-6044 WEBMASTER@JRHINC.COM GEOTECHNICAL ENGINEER BRAUN INTERTEC CORPORATION 11001 HAMPSHIRE AVENUE S. MINNEAPOLIS, MN 55438 612-688-4132 REVISION SUMMARY DATE DESCRIPTION PRIOR LAKE DEVELOPMENT, LLC 7455 FRANE AVENUE, SUITE 351 EDINA, MN 55435 ADAM SERAPHINE 612-616-5801 ADAM@ADAMSERAPHINE.COM 10 " P V C 1 0 " P V C 1 5 " R C P 24" RCP6" HDPE 18 " R C P 18 " R C P 15" RCP 15" RCP 15" RCP 15 " R C P 8" P V C 10" PVC10" PVC 10 " P V C 4" HDPE 15" RCP15" RCP 21 " R C P 24 " R C P 12 " RC P 24" RCP 8" PVC 8" PVC 8" P V C 18" RCP 21 " R C P 8" PVC 8" P V C N0 0 ° 3 1 ' 2 0 " E 1 0 3 0 . 0 0 S89°23'51"E 526.82 N0 0 ° 1 9 ' 1 1 " E 2 2 0 . 0 0 S89°23'51"E 792.01 S0 0 ° 1 9 ' 1 1 " W 7 2 0 . 0 1 500.01 N89°23'51"W S0 0 ° 1 9 ' 1 1 " W 5 3 0 . 0 1 N89°23'51"W 822.46 S Line of the N 2030.00 Feet of the W 1/2 of the SE 1/4 of Sec. 24, Twp. 115, Rng. 22 N Line of the S 537.76 Feet of the N 2030.00 Feet of the W 1/2 of the SE 1/4 of Sec. 24, Twp. 115, Rng. 22 W Line of the E 500.00 Feet of the W 1/2 of the SE 1/4 of Sec. 24, Twp. 115, Rng. 22 S Line of the N 1500.00 Feet of the W 1/2 of the SE 1/4 of Sec. 24, Twp. 115, Rng. 22 S Line of the N 1000.00 Feet of the of the W 1/2 of the SE 1/4 of Sec. 24, Twp. 115, Rng. 22 N Line of the S 220.00 Feet of the N 1000.00 Feet of the W 1/2 of the SE 1/4 of Sec. 24, Twp. 115, Rng. 22 S Line of the N 1492.24 Feet of the W 1/2 of the SE 1/4 of Sec. 24, Twp. 115, Rng. 22 W Line of the 792.00 Feet of the W 1/2 of the SE 1/4 of Sec. 24, Twp. 115, Rng. 22 E Line of the W 1/2 of the SE 1/4 of Sec. 24, Twp. 115, Rng. 22 CO U N T Y R O A D N O . 1 8 (C R E S T A V E N U E ) W Line of the SE 1/4 of Sec. 24, Twp. 115, Rng. 22 P.O.B. SW of the N 1492.24 Feet of the W 1/2 of the SE 1/4 of Sec. 24, Twp. 115, Rng. 22 JA C K S O N S T N E WILDFLOWER WAY NE 138T H S T N E MERIDIAN WAY NE APEX WAY NE CA P I T A L C O U R T N E LU P I N E T R A I L N E Pr o p e r t y I D - 2 5 5 3 4 0 0 1 0 56 6 8 M E R I D I A N W A Y N E Pr i o r L a k e , M N 5 5 3 7 2 Ow n e r : A N D E R S O N J O D I Pr o p e r t y I D - 2 5 5 3 4 0 0 2 0 56 8 2 M E R I D I A N W A Y N E Pr i o r L a k e , M N 5 5 3 7 2 Ow n e r : U S H O M E C O R P O R A T I O N Pr o p e r t y I D - 2 5 5 3 4 0 0 3 0 56 9 6 M E R I D I A N W A Y N E Pr i o r L a k e , M N 5 5 3 7 2 Ow n e r : U S H O M E C O R P O R A T I O N Pr o p e r t y I D - 2 5 5 3 4 0 0 4 0 57 1 0 M E R I D I A N W A Y N E Pr i o r L a k e , M N 5 5 3 7 2 Ow n e r : S C H M I T Z S A M U E L J Pr o p e r t y I D - 2 5 5 3 4 0 0 5 0 57 2 4 M E R I D I A N W A Y N E Pr i o r L a k e , M N 5 5 3 7 2 Ow n e r : U S H O M E C O R P O R A T I O N Pr o p e r t y I D - 2 5 5 3 4 0 0 6 0 57 3 8 M E R I D I A N W A Y N E Pr i o r L a k e , M N 5 5 3 7 2 Ow n e r : B L E G E N S C O T T A Pr o p e r t y I D - 2 5 5 3 4 0 0 7 0 57 5 2 M E R I D I A N W A Y N E Pr i o r L a k e , M N 5 5 3 7 2 Ow n e r : E N G L E B R I D G E T A N N Pr o p e r t y I D - 2 5 5 2 7 0 8 4 0 Ow n e r : U S H O M E C O R P O R A T I O N Property ID - 255341050 Owner: SUMMIT PRESERVE TOWNHOME HOMEOWNERS ASSOC Property ID - 255341010 Owner: US HOME CORPORATION Property ID - 255340900 Owner: SUMMIT PRESERVE TOWNHOME HOMEOWNERS ASSOCIATION Property ID - 255270850 Owner: CITY OF PRIOR LAKE Property ID - 255360330 Owner: CITY OF PRIOR LAKE Pr o p e r t y I D - 2 5 5 3 6 0 2 3 0 56 2 1 J A R E T T C T N E Pr i o r L a k e , M N 5 5 3 7 2 Ow n e r : B L O O M T R U S T Pr o p e r t y I D - 2 5 5 3 6 0 2 2 0 56 1 3 J A R E T T C T N E Pr i o r L a k e , M N 5 5 3 7 2 Ow n e r : W A R N E R J E N N I F E R L Pr o p e r t y I D - 2 5 5 3 6 0 2 4 0 56 3 7 J A R E T T C T N E Pr i o r L a k e , M N 5 5 3 7 2 Ow n e r : S T E N S R U D E M A R K A L A N & CA T H E R I N E A N N E R E V O C A B L E T R U Pr o p e r t y I D - 2 5 5 3 6 0 2 5 0 56 4 5 J A R E T T C T N E Pr i o r L a k e , M N 5 5 3 7 2 Ow n e r : W A S H I N G T O N A L P H O N S O Pr o p e r t y I D - 2 5 5 3 6 0 2 6 0 56 5 3 J A R E T T C T N E Pr i o r L a k e , M N 5 5 3 7 2 Ow n e r : W H I T E E D Pr o p e r t y I D - 2 5 5 3 6 0 2 7 0 56 6 1 J A R E T T C T N E Pr i o r L a k e , M N 5 5 3 7 2 Ow n e r : A Y R E S P A U L L E R O Y Pr o p e r t y I D - 2 5 5 3 6 0 2 8 0 56 7 1 J A R E T T C T N E Pr i o r L a k e , M N 5 5 3 7 2 Ow n e r : S P R I N G E R S T E V E N Property ID - 255360320 13693 WILDFLOWER WAY NE Prior Lake, MN 55372 Owner: PLEWACKI JAMES Property ID - 255360350 Owner: BJW DEVELOPMENT CO LLC Property ID - 255490010 5779 138TH ST NE Prior Lake, MN 55372 Owner: GUNSTAD JACALYN Property ID - 255490290 Owner: CITY OF PRIOR LAKE Property ID - 255340890 Owner: CITY OF PRIOR LAKE (A P u b l i c R / W ) (A P u b l i c R / W ) (A P u b l i c R / W ) (A Public R/W) (A Public R/W) (A Pub l i c R / W ) (A Public R/W) (A P u b l i c R / W ) 10" PVC 15" RCP 4" HDPE 15 " R C P 4" H D P E 15" RCP N0 0 ° 3 1 ' 2 0 " E 1 0 3 0 . 0 0 WETLAND WETLAND 8" WM (Per Rec.) 8" WM (Per Rec.) 8" W M (P e r R e c . ) 8" WM (Per Rec.) 8" WM (Per Rec.) 8" WM (Per Rec.) CONSTRUCTION LIMITS (TYP.) CONSTRUCTION LIMITS (TYP.) CONSTRUCTION LIMITS (TYP.) CONSTRUCTION LIMITS (TYP.) CONSTRUCTION LIMITS (TYP.) CONSTRUCTION LIMITS (TYP.) REMOVALS PLAN LEGEND: TREE PROTECTION REMOVAL OF PAVEMENT AND ALL BASE MATERIAL, INCLUDING BIT., CONC., AND GRAVEL PVMTS. REMOVAL OF STRUCTURE INCLUDING ALL FOOTINGS AND FOUNDATIONS. TREE REMOVAL - INCLUDING ROOTS AND STUMPS Civil Engineering Surveying Landscape Architecture 5000 Glenwood Avenue Golden Valley, MN 55422 civilsitegroup.com 612-615-0060 COPYRIGHT CIVIL SITE GROUP INC.c PR O J E C T PRE L I M I N A R Y : NOT F O R CON S T R U C T I O N 2023 ISSUE/SUBMITTAL SUMMARY DATE DESCRIPTION 11/18/24 CITY SUBMITTAL PROJECT MANAGER MATT PAVEK CONTACT NUMBER 612-615-0060 X 701 DRAWN BY AM, MD REVIEWED BY MP PROJECT NUMBER 20302 CR E S T W O O D S PR I O R L A K E , M N PR I O R L A K E D E V E L O P M E N T , L L C 74 5 5 F R A N C E A V E N U E S O U T H , S U I T E 3 5 1 , E D I N A , M N 5 5 4 3 5 OW N E R C1.0 REMOVALS PLAN - OVERALL Know what's below. before you dig.Call R REMOVE CURB AND GUTTER. IF IN RIGHT-OF-WAY, COORDINATE WITH LOCAL GOVERNING UNIT. REMOVAL NOTES: CITY OF PRIOR LAKE REMOVAL NOTES: 1.RESERVED FOR CITY SPECIFIC REMOVAL NOTES. 1.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 OR REPLACE ANY UTILITIES THAT ARE DAMAGED DURING 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 PAVEMENT CONNECTIONS. 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 PROPOSED PLANS. 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 THE GENERAL CONSTRUCTION LIMITS SHALL INCLUDE STAGING, DEMOLITION AND CLEAN-UP OPERATIONS AS WELL AS CONSTRUCTION SHOWN ON THE DRAWINGS. 10.MINOR WORK OUTSIDE OF THE GENERAL CONSTRUCTION LIMITS SHALL BE ALLOWED AS SHOWN ON THE PLAN AND PER CITY REQUIREMENTS. FOR ANY WORK ON ADJACENT PRIVATE PROPERTY, THE CONTRACTOR SHALL OBTAIN WRITTEN PERMISSION FROM THE ADJACENT PROPERTY OWNER PRIOR TO ANY WORK. 11.DAMAGE BEYOND THE PROPERTY LIMITS CAUSED BY CONSTRUCTION ACTIVITY SHALL BE REPAIRED IN A MANNER APPROVED BY THE ENGINEER/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 AND APPROVED 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 WORK HOURS, 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 NO POINT THROUGHOUT THE DURATION OF THE CONTRACT SHALL CIRCULATION OF ADJACENT STREETS BE BLOCKED WITHOUT APPROVAL BY THE CITY PRIOR TO CONSTRUCTION ACTIVITIES. 15.ALL TRAFFIC CONTROLS SHALL BE PROVIDED AND ESTABLISHED 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 REMAIN OPEN TO TRAFFIC AT ALL TIMES. NO ROAD CLOSURES SHALL BE PERMITTED WITHOUT APPROVAL BY THE CITY. 16.SHORING FOR BUILDING EXCAVATION MAY BE USED AT THE DISCRETION OF THE CONTRACTOR AND AS APPROVED BY THE OWNERS REPRESENTATIVE 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 A MANNER 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) FOR UTILITY LOCATIONS, 48 HOURS PRIOR TO CONSTRUCTION. THE CONTRACTOR SHALL REPAIR OR REPLACE ANY UTILITIES THAT ARE DAMAGED DURING CONSTRUCTION AT NO COST TO THE OWNER. SEE SWPPP ON SHEETS SW1.0 - SW1.9 EROSION CONTROL NOTES: CONSTRUCTION LIMITS REVISION SUMMARY DATE DESCRIPTION PROPERTY LINE 0 1" = 100'-0" 100'-0"50'-0" N OWNER INFORMATION PRIOR LAKE DEVELOPMENT, LLC 7455 FRANE AVENUE, SUITE 351 EDINA, MN 55435 ADAM SERAPHINE 612-616-5801 ADAM@ADAMSERAPHINE.COM TREE PROTECTION N T S 25' DL DRIPLINE WIDTH FURNISH A AND INSTALL TEMPORARY FENCE AT THE TREE'S DRIP LINE OR CONSTRUCTION LIMITS AS SHOWN ON PLAN, PRIOR TO ANY CONSTRUCTION. WHERE POSSIBLE PLACE FENCE 25' BEYOND DRIP LINE. PLACE TREE PROTECTION SIGN ON POSTS, ONE PER INDIVIDUAL TREE (FACING CONSTRUCTION ACTIVITY), OR ONE EVERY 100' LF ALONG A GROVE OR MULTI-TREE PROTECTION AREA. POSTS AND FENCING EXTEND FENCE 25' BEYOND DRIPLINE WHERE POSSIBLE TREE PROTECTION SIGN, TYP. TREE DRIPLINE, OR CONSTRUCTION LIMITS 1 10 " P V C 1 0 " P V C 1 5 " R C P 24" RCP6" HDPE 18 " R C P 18 " R C P 15" RCP 10" PVC10" PVC 10 " P V C 4" HDPE 15" RCP15" RCP JA C K S O N S T N E WILDFLOWER WAY NE (A Public R/W) (A P u b l i c R / W ) 15 " R C P WETLAND WETLAND 8" WM (Per Rec.) 8" WM (Per Rec.) CONSTRUCTION LIMITS (TYP.) CONSTRUCTION LIMITS (TYP.) CONSTRUCTION LIMITS (TYP.) REMOVE EXISTING PAVEMENT AND BASE MATERIAL, TYP. REMOVE EX BUILDING, STRUCTURES, FOUNDATIONS, FOOTINGS & BASE MATERIALS, PER LOCAL STATE & FEDERAL STANDARDS. REMOVE/DISCONNECT ALL SERVICES & UTILITIES PER UTILITY COMPANY AND/OR L.G.U. STANDARDS EXIST. POWER POLE AND POWER LINES TO BE RELOCATED, COORD. WITH UTILITY CO., TYP. PROTECT EXISTING CURB AND GUTTER, TYP. REMOVE EXISTING PAVEMENT AND BASE MATERIAL, TYP. REMOVE EXISTING GARDEN REMOVE EXISTING WETLAND. SEE WETLAND MITIGATION PLAN W1.0 REMOVE EXISTING WETLAND. SEE WETLAND MITIGATION PLAN W1.0 REMOVE EX BUILDING, STRUCTURES, FOUNDATIONS, FOOTINGS & BASE MATERIALS, PER LOCAL STATE & FEDERAL STANDARDS. REMOVE/DISCONNECT ALL SERVICES & UTILITIES PER UTILITY COMPANY AND/OR L.G.U. STANDARDS REMOVE EXISTING CURB AND GUTTER, TYP. REMOVE EXISTING GAZEBO REMOVE EXISTING DECK REMOVE EXISTING RETAINING WALL EXISTING WETLAND TO REMAIN. PROTECT FROM DAMAGE AND SEDIMENTATION. SEE DELINEATION BY LENNAR CORPORATION EXISTING WETLAND TO REMAIN. PROTECT FROM DAMAGE AND SEDIMENTATION. SEE DELINEATION BY LENNAR CORPORATION DATED 08/14/2019 REMOVE EXISTING SHED REMOVE AND SALVAGE EXISTING SIGN. SEE SITE PLAN FOR PROPOSED LOCATION REMOVE AND SALVAGE EXISTING MAILBOX. RETURN TO OWNER. PROTECT EXISTING CATCH BASIN REMOVE EXISTING UTILITY. COORD. W/ UTILITY COMPANY PROTECT EXISTING SANITARY SEWER PROTECT EXISTING BIT. PVMT. PROTECT EXISTING CURB AND GUTTER, TYP. PROTECT EXISTING SANITARY SEWER PROTECT EXISTING BIT. PVMT. PROTECT EXISTING HYDRANT PROTECT EXISTING CURB AND GUTTER, TYP. PROTECT EXISTING SANITARY SEWER PROTECT EXISTING BIT. PVMT. PROTECT EXISTING HYDRANT PROTECT EXISTING WATERMAIN PROTECT EXISTING WATERMAIN PROTECT EXISTING WATERMAIN Civil Engineering Surveying Landscape Architecture 5000 Glenwood Avenue Golden Valley, MN 55422 civilsitegroup.com 612-615-0060 COPYRIGHT CIVIL SITE GROUP INC.c PR O J E C T PRE L I M I N A R Y : NOT F O R CON S T R U C T I O N 2023 ISSUE/SUBMITTAL SUMMARY DATE DESCRIPTION 11/18/24 CITY SUBMITTAL PROJECT MANAGER MATT PAVEK CONTACT NUMBER 612-615-0060 X 701 DRAWN BY AM, MD REVIEWED BY MP PROJECT NUMBER 20302 CR E S T W O O D S PR I O R L A K E , M N PR I O R L A K E D E V E L O P M E N T , L L C 74 5 5 F R A N C E A V E N U E S O U T H , S U I T E 3 5 1 , E D I N A , M N 5 5 4 3 5 OW N E R C1.1 REMOVALS PLAN- NORTH Know what's below. before you dig.Call R REVISION SUMMARY DATE DESCRIPTION 0 1" = 50'-0" 50'-0"25'-0" N 15" RCP 15" RCP 15 " R C P 8" P V C 21 " R C P 24 " R C P 12 " RC P 24" RCP 8" PVC 8" PVC 8" P V C 18" RCP 21 " R C P 8" PVC 8" P V C N0 0 ° 3 1 ' 2 0 " E 1 0 3 0 . 0 0 500.01 N89°23'51"W S0 0 ° 1 9 ' 1 1 " W 5 3 0 . 0 1 N89°23'51"W 822.46 S Line of the N 2030.00 Feet of the W 1/2 of the SE 1/4 of Sec. 24, Twp. 115, Rng. 22 N Line of the S 537.76 Feet of the N 2030.00 Feet of the W 1/2 of the SE 1/4 of Sec. 24, Twp. 115, Rng. 22 W Line of the E 500.00 Feet of the W 1/2 of the SE 1/4 of Sec. 24, Twp. 115, Rng. 22 S Line of the N 1500.00 Feet of the W 1/2 of the SE 1/4 of Sec. 24, Twp. 115, Rng. 22 S Line of the N 1492.24 Feet of the W 1/2 of the SE 1/4 of Sec. 24, Twp. 115, Rng. 22 E Line of the W 1/2 of the SE 1/4 of Sec. 24, Twp. 115, Rng. 22 CO U N T Y R O A D N O . 1 8 (C R E S T A V E N U E ) Sec. 24, Twp. 115, Rng. 22 P.O.B. SW of the N 1492.24 Feet of the W 1/2 of the SE 1/4 of Sec. 24, Twp. 115, Rng. 22 MERIDIAN WAY NE APEX WAY NE CA P I T A L C O U R T N E LU P I N E T R A I L N E (A P u b l i c R / W ) (A P u b l i c R / W ) (A P u b l i c R / W ) (A Public R/W) (A Public R/W)15" RCP 4" HDPE 4" H D P E 15" RCP N0 0 ° 3 1 ' 2 0 " E 1 0 3 0 . 0 0 WETLAND 8" W M (P e r R e c . ) 8" WM (Per Rec.) 8" WM (Per Rec.) CONSTRUCTION LIMITS (TYP.) CONSTRUCTION LIMITS (TYP.) CONSTRUCTION LIMITS (TYP.) CONSTRUCTION LIMITS (TYP.) REMOVE EXISTING CURB AND GUTTER, TYP. REMOVE EXISTING CURB AND GUTTER, TYP. EXISTING HOUSE TO REMAIN. PROTECT FOOTINGS AND FOUNDATIONS. EXISTING WETLAND TO REMAIN. PROTECT FROM DAMAGE AND SEDIMENTATION. SEE DELINEATION BY LENNAR CORPORATION PROTECT EXISTING CURB AND GUTTER, TYP. REMOVE EXISTING PAVEMENT AND BASE MATERIAL, TYP. PROTECT EXISTING SHED PROTECT EXISTING PAVEMENT AND BASE MATERIAL PROTECT EXISTING DECK AND FOOTINGS REMOVE EXISTING WETLAND. SEE WETLAND MITIGATION PLAN W1.0 REMOVE EXISTING CURB AND GUTTER, TYP. REMOVE EXISTING CURB AND GUTTER, TYP. REMOVE EXISTING GAZEBO REMOVE EXISTING DECK EXISTING WETLAND TO REMAIN. PROTECT FROM DAMAGE AND SEDIMENTATION. SEE DELINEATION BY LENNAR CORPORATION REMOVE EXISTING SHED PROTECT EXISTING CATCH BASIN. PROTECT EXISTING CATCH BASIN. PROTECT EXISTING SANITARY MH PROTECT EXISTING CATCH BASIN AND STORM SEWER PROTECT EXISTING SANITARY SEWER REMOVE AND SALVAGE EXISTING SIGN. SEE SITE PLAN FOR PROPOSED LOCATION REMOVE AND SALVAGE EXISTING SIGN. SEE SITE PLAN FOR PROPOSED LOCATION PROTECT EXISTING BIT. TRAIL. REMOVE EXISTING UTILITY. COORD. W/ UTILITY COMPANY REMOVE EXISTING UTILITY. COORD. W/ UTILITY COMPANY PROTECT EXISTING CATCH BASIN PROTECT EXISTING LIGHT POLE REMOVE AND SALVAGE EXISTING MAILBOX. RETURN TO OWNER. PROTECT EXISTING CATCH BASIN REMOVE EXISTING PAVEMENT AND BASE MATERIAL, TYP. PROTECT EXISTING CATCH BASIN REMOVE EXISTING CURB AND GUTTER, TYP. PROTECT EXISTING SANITARY MH PROTECT EXISTING HYDRANT PROTECT EXISTING SIGN Civil Engineering Surveying Landscape Architecture 5000 Glenwood Avenue Golden Valley, MN 55422 civilsitegroup.com 612-615-0060 COPYRIGHT CIVIL SITE GROUP INC.c PR O J E C T PRE L I M I N A R Y : NOT F O R CON S T R U C T I O N 2023 ISSUE/SUBMITTAL SUMMARY DATE DESCRIPTION 11/18/24 CITY SUBMITTAL PROJECT MANAGER MATT PAVEK CONTACT NUMBER 612-615-0060 X 701 DRAWN BY AM, MD REVIEWED BY MP PROJECT NUMBER 20302 CR E S T W O O D S PR I O R L A K E , M N PR I O R L A K E D E V E L O P M E N T , L L C 74 5 5 F R A N C E A V E N U E S O U T H , S U I T E 3 5 1 , E D I N A , M N 5 5 4 3 5 OW N E R C1.2 REMOVALS PLAN- SOUTH Know what's below. before you dig.Call R REVISION SUMMARY DATE DESCRIPTION 0 1" = 50'-0" 50'-0"25'-0" N CO U N T Y R O A D N O . 1 8 (C R E S T A V E N U E ) JA C K S O N S T N E WILDFLOWER WAY NE 138T H S T N E MERIDIAN WAY NE APEX WAY NE CA P I T A L C O U R T N E LU P I N E T R A I L N E (A P u b l i c R / W ) (A P u b l i c R / W ) (A P u b l i c R / W ) (A Public R/W) (A Public R/W) (A Pub l i c R / W ) (A Public R/W) (A P u b l i c R / W ) WETLAND (Not Deliniated) WETLAND WETLAND WETLAND WETLAND EDGE OF WATER Edge of Water WETLAND WETLAND CONSTRUCTION LIMITS (TYP.) CONSTRUCTION LIMITS (TYP.) CONSTRUCTION LIMITS (TYP.) CONSTRUCTION LIMITS (TYP.) CONSTRUCTION LIMITS (TYP.) CONSTRUCTION LIMITS (TYP.) REMOVE EXISTING TREE AND BALL ROOT, TYP. REMOVE EXISTING TREE AND BALL ROOT, TYP. REMOVE EXISTING TREE AND BALL ROOT, TYP. REMOVE EXISTING TREE AND BALL ROOT, TYP. REMOVE EXISTING TREE AND BALL ROOT, TYP. REMOVE EXISTING TREE AND BALL ROOT, TYP. TREE PRESERVATION PLAN LEGEND: TREE PROTECTION TREE REMOVAL - INCLUDING ROOTS AND STUMPS Civil Engineering Surveying Landscape Architecture 5000 Glenwood Avenue Golden Valley, MN 55422 civilsitegroup.com 612-615-0060 COPYRIGHT CIVIL SITE GROUP INC.c PR O J E C T PRE L I M I N A R Y : NOT F O R CON S T R U C T I O N 2023 ISSUE/SUBMITTAL SUMMARY DATE DESCRIPTION 11/18/24 CITY SUBMITTAL PROJECT MANAGER MATT PAVEK CONTACT NUMBER 612-615-0060 X 701 DRAWN BY AM, MD REVIEWED BY MP PROJECT NUMBER 20302 CR E S T W O O D S PR I O R L A K E , M N PR I O R L A K E D E V E L O P M E N T , L L C 74 5 5 F R A N C E A V E N U E S O U T H , S U I T E 3 5 1 , E D I N A , M N 5 5 4 3 5 OW N E R C1.3 TREE PRESERVATION PLAN - OVERALL CONSTRUCTION LIMITS REVISION SUMMARY DATE DESCRIPTION PROPERTY LINE Know what's below. before you dig.Call R 0 1" = 100'-0" 100'-0"50'-0" N JA C K S O N S T N E WILDFLOWER WAY NE (A Public R/W) (A P u b l i c R / W ) WETLAND WETLAND WETLAND EDGE OF WATER Edge of Water WETLAND WETLAND CONSTRUCTION LIMITS (TYP.) CONSTRUCTION LIMITS (TYP.) CONSTRUCTION LIMITS (TYP.) EXISTING TREES TO REMAIN, PROVIDE TREE PROTECTION FENCING, TYP. EXISTING TREES TO REMAIN, PROVIDE TREE PROTECTION FENCING, TYP. REMOVE EXISTING TREE AND BALL ROOT, TYP. REMOVE EXISTING TREE AND BALL ROOT, TYP. REMOVE EXISTING TREE AND BALL ROOT, TYP. REMOVE EXISTING TREE AND BALL ROOT, TYP. Civil Engineering Surveying Landscape Architecture 5000 Glenwood Avenue Golden Valley, MN 55422 civilsitegroup.com 612-615-0060 COPYRIGHT CIVIL SITE GROUP INC.c PR O J E C T PRE L I M I N A R Y : NOT F O R CON S T R U C T I O N 2023 ISSUE/SUBMITTAL SUMMARY DATE DESCRIPTION 11/18/24 CITY SUBMITTAL PROJECT MANAGER MATT PAVEK CONTACT NUMBER 612-615-0060 X 701 DRAWN BY AM, MD REVIEWED BY MP PROJECT NUMBER 20302 CR E S T W O O D S PR I O R L A K E , M N PR I O R L A K E D E V E L O P M E N T , L L C 74 5 5 F R A N C E A V E N U E S O U T H , S U I T E 3 5 1 , E D I N A , M N 5 5 4 3 5 OW N E R C1.4 TREE PRESERVATION PLAN - NORTH REVISION SUMMARY DATE DESCRIPTION Know what's below. before you dig.Call R 0 1" = 50'-0" 50'-0"25'-0" N CO U N T Y R O A D N O . 1 8 (C R E S T A V E N U E ) MERIDIAN WAY NE APEX WAY NE CA P I T A L C O U R T N E LU P I N E T R A I L N E (A P u b l i c R / W ) (A P u b l i c R / W ) (A P u b l i c R / W ) (A Public R/W) (A Public R/W) WETLAND (Not Deliniated) WETLAND WETLAND 8" W M (P e r R e c . ) 8" WM (Per Rec.) 8" WM (Per Rec.) CONSTRUCTION LIMITS (TYP.) CONSTRUCTION LIMITS (TYP.) CONSTRUCTION LIMITS (TYP.) CONSTRUCTION LIMITS (TYP.) EXISTING TREES TO REMAIN, PROVIDE TREE PROTECTION FENCING, TYP. EXISTING TREES TO REMAIN, PROVIDE TREE PROTECTION FENCING, TYP. EXISTING TREES TO REMAIN, PROVIDE TREE PROTECTION FENCING, TYP. EXISTING TREES TO REMAIN, PROVIDE TREE PROTECTION FENCING, TYP. REMOVE EXISTING TREE AND BALL ROOT, TYP. REMOVE EXISTING TREE AND BALL ROOT, TYP. REMOVE EXISTING TREE AND BALL ROOT, TYP. AND BALL ROOT, TYP. Civil Engineering Surveying Landscape Architecture 5000 Glenwood Avenue Golden Valley, MN 55422 civilsitegroup.com 612-615-0060 COPYRIGHT CIVIL SITE GROUP INC.c PR O J E C T PRE L I M I N A R Y : NOT F O R CON S T R U C T I O N 2023 ISSUE/SUBMITTAL SUMMARY DATE DESCRIPTION 11/18/24 CITY SUBMITTAL PROJECT MANAGER MATT PAVEK CONTACT NUMBER 612-615-0060 X 701 DRAWN BY AM, MD REVIEWED BY MP PROJECT NUMBER 20302 CR E S T W O O D S PR I O R L A K E , M N PR I O R L A K E D E V E L O P M E N T , L L C 74 5 5 F R A N C E A V E N U E S O U T H , S U I T E 3 5 1 , E D I N A , M N 5 5 4 3 5 OW N E R C1.5 TREE PRESERVATION PLAN - SOUTH REVISION SUMMARY DATE DESCRIPTION Know what's below. before you dig.Call R 0 1" = 50'-0" 50'-0"25'-0" N Civil Engineering Surveying Landscape Architecture 5000 Glenwood Avenue Golden Valley, MN 55422 civilsitegroup.com 612-615-0060 COPYRIGHT CIVIL SITE GROUP INC.c PR O J E C T PRE L I M I N A R Y : NOT F O R CON S T R U C T I O N 2023 ISSUE/SUBMITTAL SUMMARY DATE DESCRIPTION 11/18/24 CITY SUBMITTAL PROJECT MANAGER MATT PAVEK CONTACT NUMBER 612-615-0060 X 701 DRAWN BY AM, MD REVIEWED BY MP PROJECT NUMBER 20302 CR E S T W O O D S PR I O R L A K E , M N PR I O R L A K E D E V E L O P M E N T , L L C 74 5 5 F R A N C E A V E N U E S O U T H , S U I T E 3 5 1 , E D I N A , M N 5 5 4 3 5 OW N E R C1.6 TREE PRESERVATION PLAN CALCULATIONS REVISION SUMMARY DATE DESCRIPTION Know what's below. before you dig.Call R CO U N T Y R O A D N O . 1 8 (C R E S T A V E N U E ) JA C K S O N S T N E WILDFLOWER WAY NE 138T H S T N E MERIDIAN WAY NE APEX WAY NE CA P I T A L C O U R T N E LU P I N E T R A I L N E Pr o p e r t y I D - 2 5 5 3 4 0 0 1 0 56 6 8 M E R I D I A N W A Y N E Pr i o r L a k e , M N 5 5 3 7 2 Ow n e r : A N D E R S O N J O D I Pr o p e r t y I D - 2 5 5 3 4 0 0 2 0 56 8 2 M E R I D I A N W A Y N E Pr i o r L a k e , M N 5 5 3 7 2 Ow n e r : U S H O M E C O R P O R A T I O N Pr o p e r t y I D - 2 5 5 3 4 0 0 3 0 56 9 6 M E R I D I A N W A Y N E Pr i o r L a k e , M N 5 5 3 7 2 Ow n e r : U S H O M E C O R P O R A T I O N Pr o p e r t y I D - 2 5 5 3 4 0 0 4 0 57 1 0 M E R I D I A N W A Y N E Pr i o r L a k e , M N 5 5 3 7 2 Ow n e r : S C H M I T Z S A M U E L J Pr o p e r t y I D - 2 5 5 3 4 0 0 5 0 57 2 4 M E R I D I A N W A Y N E Pr i o r L a k e , M N 5 5 3 7 2 Ow n e r : U S H O M E C O R P O R A T I O N Pr o p e r t y I D - 2 5 5 3 4 0 0 6 0 57 3 8 M E R I D I A N W A Y N E Pr i o r L a k e , M N 5 5 3 7 2 Ow n e r : B L E G E N S C O T T A Pr o p e r t y I D - 2 5 5 3 4 0 0 7 0 57 5 2 M E R I D I A N W A Y N E Pr i o r L a k e , M N 5 5 3 7 2 Ow n e r : E N G L E B R I D G E T A N N Pr o p e r t y I D - 2 5 5 2 7 0 8 4 0 Ow n e r : U S H O M E C O R P O R A T I O N Property ID - 255341050 Owner: SUMMIT PRESERVE TOWNHOME HOMEOWNERS ASSOC Property ID - 255341010 Owner: US HOME CORPORATION Property ID - 255340900 Owner: SUMMIT PRESERVE TOWNHOME HOMEOWNERS ASSOCIATION Property ID - 255270850 Owner: CITY OF PRIOR LAKE Property ID - 255360330 Owner: CITY OF PRIOR LAKE Pr o p e r t y I D - 2 5 5 3 6 0 2 3 0 56 2 1 J A R E T T C T N E Pr i o r L a k e , M N 5 5 3 7 2 Ow n e r : B L O O M T R U S T Pr o p e r t y I D - 2 5 5 3 6 0 2 2 0 56 1 3 J A R E T T C T N E Pr i o r L a k e , M N 5 5 3 7 2 Ow n e r : W A R N E R J E N N I F E R L Pr o p e r t y I D - 2 5 5 3 6 0 2 4 0 56 3 7 J A R E T T C T N E Pr i o r L a k e , M N 5 5 3 7 2 Ow n e r : S T E N S R U D E M A R K A L A N & CA T H E R I N E A N N E R E V O C A B L E T R U Pr o p e r t y I D - 2 5 5 3 6 0 2 5 0 56 4 5 J A R E T T C T N E Pr i o r L a k e , M N 5 5 3 7 2 Ow n e r : W A S H I N G T O N A L P H O N S O Pr o p e r t y I D - 2 5 5 3 6 0 2 6 0 56 5 3 J A R E T T C T N E Pr i o r L a k e , M N 5 5 3 7 2 Ow n e r : W H I T E E D Pr o p e r t y I D - 2 5 5 3 6 0 2 7 0 56 6 1 J A R E T T C T N E Pr i o r L a k e , M N 5 5 3 7 2 Ow n e r : A Y R E S P A U L L E R O Y Pr o p e r t y I D - 2 5 5 3 6 0 2 8 0 56 7 1 J A R E T T C T N E Pr i o r L a k e , M N 5 5 3 7 2 Ow n e r : S P R I N G E R S T E V E N Property ID - 255360320 13693 WILDFLOWER WAY NE Prior Lake, MN 55372 Owner: PLEWACKI JAMES Property ID - 255360350 Owner: BJW DEVELOPMENT CO LLC Property ID - 255490010 5779 138TH ST NE Prior Lake, MN 55372 Owner: GUNSTAD JACALYN Property ID - 255490290 Owner: CITY OF PRIOR LAKE Property ID - 255340890 Owner: CITY OF PRIOR LAKE (A P u b l i c R / W ) (A P u b l i c R / W ) (A P u b l i c R / W ) (A Public R/W) (A Public R/W) (A Pub l i c R / W ) (A Public R/W) (A P u b l i c R / W ) WETLAND (Not Deliniated) WETLAND WETLAND WETLAND WETLAND EDGE OF WATER Edge of Water 8" WM (Per Rec.) 8" WM (Per Rec.) 8" W M (P e r R e c . ) 8" WM (Per Rec.) 8" WM (Per Rec.) 8" WM (Per Rec.) Wi l d f l o w e r W a y N E 138th S t . N E Meridian Way NE Ap e x W a y Lu p i n e T r a i l N E 138th St. NE Ja c k s o n S t r e e t N E Street "C" GHOST PLAT FUTURE ROAD CONSTRUCTION LIMITS (TYP.) CONSTRUCTION LIMITS (TYP.) CONSTRUCTION LIMITS (TYP.) CONSTRUCTION LIMITS (TYP.) CONSTRUCTION LIMITS (TYP.) CONSTRUCTION LIMITS (TYP.) Exist. Lu p i n e T r a i l N E 70 WETLAND 3 WETLAND 4 WETLAND 2 WETLAND 1 WETLAND 7 OUTLOT B OUTLOT A OUTLOT C OUTLOT D 36'x60' PAD 36'x65' PAD 36'x70' PAD 36'x70' PAD 36'x70' PAD 36'x70' PAD 36'x70' PAD 36'x70' PAD 36'x70' PAD36'x70' PAD 36'x70' PAD 36'x70' PAD 36'x70' PAD 36'x70' PAD 36'x70' PAD 36'x 7 0 ' PAD 36 ' x 7 0 ' PA D 3 6 ' x 7 0 ' P A D 36 ' x 7 0 ' P A D 36 ' x 7 0 ' PA D 36 ' x 7 0 ' PA D 36 ' x 7 0 ' PA D 36 ' x 7 0 ' PA D 36 ' x 7 0 ' PA D 36 ' x 7 0 ' PA D 36 ' x 7 0 ' PA D 36 ' x 7 0 ' PA D 36 ' x 7 0 ' PA D 36 ' x 7 0 ' PA D 36 ' x 7 0 ' PA D 36 ' x 7 0 ' PA D 36 ' x 7 0 ' PA D 36' x 7 0 ' PA D 36' x 7 0 ' PAD 36' x 7 0 ' PA D 36 ' x 7 0 ' PA D 36 ' x 7 0 ' PA D 36 ' x 7 0 ' PA D 36'x70' PAD 36'x70' PAD 36'x70' PAD 36'x70' PAD 36'x70' PAD 36'x70' PAD 36'x70' PAD 36'x70' PAD 36'x70' PAD 36 ' x 7 0 ' PA D 36 ' x 7 0 ' PA D 3 6 ' x 7 0 ' PA D 3 6 ' x 7 0 ' P A D 36'x 7 0 ' PAD 36'x 7 0 ' PAD 36' x 7 0 ' PA D 36' x 7 0 ' PAD 36' x 7 0 ' PAD 36' x 7 0 ' PA D 36' x 7 0 ' PA D 36' x 7 0 ' PAD 36' x 7 0 ' PAD 36' x 7 0 ' PAD 36' x 7 0 ' PAD 36' x 7 0 ' PAD 36' x 7 0 ' PA D 36'x 7 0 ' PAD 50 ' x 5 5 ' PA D 45' x 5 5 ' PA D 45' x 5 5 ' PA D 45'x55' PAD 1 2 3 4 5 6 7 8 9 10 11 12 1 3 1 4 15 16 17 18 19 20 21 22 2324 25 26 2728 29 30 3 1 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 53 54 55 56 57 58 59 60 61 62 63 64 65 66 67 68 69 POND / INFILTRATION BASIN Civil Engineering Surveying Landscape Architecture 5000 Glenwood Avenue Golden Valley, MN 55422 civilsitegroup.com 612-615-0060 COPYRIGHT CIVIL SITE GROUP INC.c PR O J E C T PRE L I M I N A R Y : NOT F O R CON S T R U C T I O N 2023 ISSUE/SUBMITTAL SUMMARY DATE DESCRIPTION 11/18/24 CITY SUBMITTAL PROJECT MANAGER MATT PAVEK CONTACT NUMBER 612-615-0060 X 701 DRAWN BY AM, MD REVIEWED BY MP PROJECT NUMBER 20302 44263 Matthew R. Pavek LICENSE NO.DATE I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. 11/18/24 CR E S T W O O D S PR I O R L A K E , M N PR I O R L A K E D E V E L O P M E N T , L L C 74 5 5 F R A N C E A V E N U E S O U T H , S U I T E 3 5 1 , E D I N A , M N 5 5 4 3 5 OW N E R SITE LAYOUT NOTES: SITE PLAN LEGEND: TRAFFIC DIRECTIONAL ARROW PAVEMENT MARKINGS SIGN AND POST ASSEMBLY. SHOP DRAWINGS REQUIRED. HC = ACCESSIBLE SIGN NP = NO PARKING FIRE LANE ST = STOP CP = COMPACT CAR PARKING ONLY PROPERTY LINE CURB AND GUTTER-SEE NOTES (T.O.) TIP OUT GUTTER WHERE APPLICABLE-SEE PLAN LIGHT DUTY BITUMINOUS PAVEMENT (IF APPLICABLE). SEE GEOTECHNICAL REPORT FOR AGGREGATE BASE & WEAR COURSE DEPTH, SEE DETAIL. CONSTRUCTION LIMITS TO CITY OF PRIOR LAKE SITE SPECIFIC NOTES: 1.RESERVED FOR CITY SPECIFIC SITE NOTES. ACCESSIBILITY ROUTE ARROW (IF APPLICABLE) DO NOT PAINT. 1.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 OR REPLACE ANY UTILITIES THAT ARE DAMAGED DURING CONSTRUCTION AT NO COST TO THE OWNER. 2.CONTRACTOR SHALL VERIFY LOCATIONS AND LAYOUT OF ALL SITE ELEMENTS PRIOR TO BEGINNING CONSTRUCTION, INCLUDING BUT NOT LIMITED TO, LOCATIONS OF EXISTING AND PROPOSED PROPERTY LINES, EASEMENTS, SETBACKS, UTILITIES, BUILDINGS AND PAVEMENTS. CONTRACTOR IS RESPONSIBLE FOR FINAL LOCATIONS OF ALL ELEMENTS FOR THE SITE. ANY REVISIONS REQUIRED AFTER COMMENCEMENT OF CONSTRUCTION, DUE TO LOCATIONAL ADJUSTMENTS SHALL BE CORRECTED AT NO ADDITIONAL COST TO OWNER. ADJUSTMENTS TO THE LAYOUT SHALL BE APPROVED BY THE ENGINEER/LANDSCAPE ARCHITECT PRIOR TO INSTALLATION OF MATERIALS. STAKE LAYOUT FOR APPROVAL. 3.THE CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS PRIOR TO CONSTRUCTION, INCLUDING A RIGHT-OF-WAY AND STREET OPENING PERMIT. 4.THE CONTRACTOR SHALL VERIFY RECOMMENDATIONS NOTED IN THE GEO TECHNICAL REPORT PRIOR TO INSTALLATION OF SITE IMPROVEMENT MATERIALS. 5.CONTRACTOR SHALL FIELD VERIFY COORDINATES AND LOCATION DIMENSIONS & ELEVATIONS OF THE BUILDING AND STAKE FOR REVIEW AND APPROVAL BY THE OWNERS REPRESENTATIVE PRIOR TO INSTALLATION OF FOOTING MATERIALS. 6.LOCATIONS OF STRUCTURES, ROADWAY PAVEMENTS, CURBS AND GUTTERS, BOLLARDS, AND WALKS ARE APPROXIMATE AND SHALL BE STAKED IN THE FIELD, PRIOR TO INSTALLATION, FOR REVIEW AND APPROVAL BY THE ENGINEER/LANDSCAPE ARCHITECT. 7.CURB DIMENSIONS SHOWN ARE TO FACE OF CURB. BUILDING DIMENSIONS ARE TO FACE OF CONCRETE FOUNDATION. LOCATION OF BUILDING IS TO BUILDING FOUNDATION AND SHALL BE AS SHOWN ON THE DRAWINGS. 8.THE CONTRACTOR SHALL SUBMIT SHOP DRAWINGS OR SAMPLES AS SPECIFIED FOR REVIEW AND APPROVAL BY THE ENGINEER/LANDSCAPE ARCHITECT PRIOR TO FABRICATION FOR ALL PREFABRICATED SITE IMPROVEMENT MATERIALS SUCH AS, BUT NOT LIMITED TO THE FOLLOWING, FURNISHINGS, PAVEMENTS, WALLS, RAILINGS, BENCHES, FLAGPOLES, LANDING PADS FOR CURB RAMPS, AND LIGHT AND POLES. THE OWNER RESERVES THE RIGHT TO REJECT INSTALLED MATERIALS NOT PREVIOUSLY APPROVED. 9.PEDESTRIAN CURB RAMPS SHALL BE CONSTRUCTED WITH TRUNCATED DOME LANDING AREAS IN ACCORDANCE WITH A.D.A. REQUIREMENTS-SEE DETAIL. 10.CROSSWALK STRIPING SHALL BE 24" WIDE WHITE PAINTED LINE, SPACED 48" ON CENTER PERPENDICULAR TO THE FLOW OF TRAFFIC. WIDTH OF CROSSWALK SHALL BE 5' WIDE. ALL OTHER PAVEMENT MARKINGS SHALL BE WHITE IN COLOR UNLESS OTHERWISE NOTED OR REQUIRED BY ADA OR LOCAL GOVERNING BODIES. 11.SEE SITE PLAN FOR CURB AND GUTTER TYPE. TAPER BETWEEN CURB TYPES-SEE DETAIL. 12.CONTRACTOR SHALL REFER TO FINAL PLAT FOR LOT BOUNDARIES, NUMBERS, AREAS AND DIMENSIONS PRIOR TO SITE IMPROVEMENTS. 13.FIELD VERIFY ALL EXISTING SITE CONDITIONS, DIMENSIONS. 14.PARKING IS TO BE SET PARALLEL OR PERPENDICULAR TO EXISTING BUILDING UNLESS NOTED OTHERWISE. 15.ALL PARKING LOT PAINT STRIPING TO BE WHITE, 4" WIDE TYP. 16.ALL TREES THAT ARE TO REMAIN ARE TO BE PROTECTED FROM DAMAGE WITH A CONSTRUCTION FENCE AT THE DRIP LINE. SEE LANDSCAPE DOCUMENTS. 17.CONTRACTOR IS RESPONSIBLE TO INSTALL ANY SIDEWALK AND CURBING PER DESIGN PLAN. CONTRACTOR TO VERIFY ALL CURBS AND SIDEWALKS WILL DRAIN PROPERLY IN FIELD CONDITIONS. CONTRACTOR MUST CONTACT THE CIVIL ENGINEER 24-HOURS PRIOR TO ANY CURB AND/OR SIDEWALK INSTALLATION TO REVIEW AND INSPECT CURB STAKES. CONTRACTOR IS RESPONSIBLE FOR ANY CURB OR SIDEWALK REPLACEMENT IF THIS PROCEDURE IS NOT FOLLOWED. CONCRETE PAVEMENT (IF APPLICABLE) AS SPECIFIED (PAD OR WALK) SEE GEOTECHNICAL REPORT FOR AGGREGATE BASE & CONCRETE DEPTHS, WITHIN ROW SEE CITY DETAIL, WITHIN PRIVATE PROPERTY SEE CSG DETAIL REVISION SUMMARY DATE DESCRIPTION C2.0 SITE PLAN - OVERALL Know what's below. before you dig.Call R 0 1" = 100'-0" 100'-0"50'-0" N OWNER INFORMATION PRIOR LAKE DEVELOPMENT, LLC 7455 FRANCE AVENUE, SUITE 351 EDINA, MN 55435 ADAM SERAPHINE 612-616-5801 ADAM@ADAMSERAPHINE.COM SINGLE-FAMILY SETBACKS R-1 LOW DENSITY RESIDENTIAL PLANNED UNIT DEVELOPMENT COMPLIANT OR FLEXIBILITY FRONT 25 FEET 25 FEET COMPLIANT REAR 25 FEET 20 FEET FLEXIBILITY SIDE 10 FEET 6.5 FEET FLEXIBILITY MIN. LOT WIDTH 86 FEET 49 FEET FLEXIBILITY MIN. LOT DEPTH 140 FEET 120 FEET FLEXIBILITY MIN. LOT SIZE 12,000 SF 5,712 SF FLEXIBILITY ZONING CURRENT R-1 LOW DENSITY RESIDENTIAL PROPOSED PUD SITE DATA GROSS SITE AREA 29.14 AC EX COUNTY ROW 1.77 AC WETLAND AREA (WETLANDS 1, 2, 3, 4, 7)1.97 AC NET DEVELOPABLE AREA (LOTS, LOCAL ROADS, PONDS) 25.40 AC SINGLE FAMILY LOTS 70* R-1 DENSITY 2-4 UNITS/ACRE PROP. DENSITY 2.76 UNITS/ACRE *INCLUDING EXISTING SINGLE FAMILY HOME S Line of the N 1000.00 Feet of the of the W 1/2 of the SE 1/4 of Sec. 24, Twp. 115, Rng. 22 N Line of the S 220.00 Feet of the N 1000.00 Feet of the W 1/2 of the SE 1/4 of Sec. 24, Twp. 115, Rng. 22 S Line of the N 1492.24 Feet of W Line of the 792.00 Feet of the W 1/2 of the SE 1/4 of Sec. 24, Twp. 115, Rng. 22 W Line of the SE 1/4 of Sec. 24, Twp. 115, Rng. 22 P.O.B. SW of the N 1492.24 Feet JA C K S O N S T N E WILDFLOWER WAY NE Property ID - 255360330 Owner: CITY OF PRIOR LAKE Pr o p e r t y I D - 2 5 5 3 6 0 2 3 0 56 2 1 J A R E T T C T N E Pr i o r L a k e , M N 5 5 3 7 2 Ow n e r : B L O O M T R U S T Pr o p e r t y I D - 2 5 5 3 6 0 2 2 0 56 1 3 J A R E T T C T N E Pr i o r L a k e , M N 5 5 3 7 2 Ow n e r : W A R N E R J E N N I F E R L Pr o p e r t y I D - 2 5 5 3 6 0 2 4 0 56 3 7 J A R E T T C T N E Pr i o r L a k e , M N 5 5 3 7 2 Ow n e r : S T E N S R U D E M A R K A L A N & CA T H E R I N E A N N E R E V O C A B L E T R U Pr o p e r t y I D - 2 5 5 3 6 0 2 5 0 56 4 5 J A R E T T C T N E Pr i o r L a k e , M N 5 5 3 7 2 Ow n e r : W A S H I N G T O N A L P H O N S O Pr o p e r t y I D - 2 5 5 3 6 0 2 6 0 56 5 3 J A R E T T C T N E Pr i o r L a k e , M N 5 5 3 7 2 Ow n e r : W H I T E E D Pr o p e r t y I D - 2 5 5 3 6 0 2 7 0 56 6 1 J A R E T T C T N E Pr i o r L a k e , M N 5 5 3 7 2 Ow n e r : A Y R E S P A U L L E R O Y Pr o p e r t y I D - 2 5 5 3 6 0 2 8 0 56 7 1 J A R E T T C T N E Pr i o r L a k e , M N 5 5 3 7 2 Ow n e r : S P R I N G E R S T E V E N Property ID - 255360320 13693 WILDFLOWER WAY NE Prior Lake, MN 55372 Owner: PLEWACKI JAMES Property ID - 255360350 Owner: BJW DEVELOPMENT CO LLC Property ID - 255490010 5779 138TH ST NE Prior Lake, MN 55372 Owner: GUNSTAD JACALYN Property ID - 255490290 Owner: CITY OF PRIOR LAKE Property ID - 255340890 Owner: CITY OF PRIOR LAKE (A Public R/W) (A P u b l i c R / W ) WETLAND WETLAND WETLAND EDGE OF WATER Edge of Water 8" WM (Per Rec.) 8" WM (Per Rec.) Wi l d f l o w e r W a y N E 138th S t . N E 138th St. NE Ja c k s o n S t r e e t N E R 3 3 3 . 5 4 ' Street "C" R 2 0 ' R 3 0 0 ' R 2 0 ' R20 ' GHOST PLAT CONSTRUCTION LIMITS (TYP.) CONSTRUCTION LIMITS (TYP.) CONSTRUCTION LIMITS (TYP.) R500' R40' WETLAND 2 WETLAND 1 WETLAND 7 55 ' 80 ' 66 ' 66 ' 32 ' B- B 50' 32' B-B 12 ' 12 ' 12 ' 14 ' 36 ' B- B 55' 30 0 ' 18 0 ' 14.17' 2 5 . 0 OUTLOT B OUTLOT A OUTLOT C36'x60' PAD 36'x65' PAD 36'x70' PAD 2 5 . 0 25 . 0 2 5 . 0 6.5 6.5 25.0 25.0 25 . 0 20.0 25.020.0 25 . 0 25.0 6.56.5 25 . 0 25.0 6.5 6.5 25 . 0 2 5 . 0 2 5 . 0 25 . 0 6. 5 6 . 5 25.0 2 5 . 0 2 5 . 0 2 5 . 0 6.5 25.0 25.0 25.06. 5 2 5 . 0 6.5 6.5 6.5 36'x70' PAD 36'x70' PAD 36'x70' PAD 36'x70' PAD 36'x70' PAD 36'x70' PAD36'x70' PAD 36'x70' PAD 36'x70' PAD 36'x70' PAD 36'x70' PAD 36'x70' PAD 36' x 7 0 ' PAD 36 ' x 7 0 ' PA D 3 6 ' x 7 0 ' P A D 36 ' x 7 0 ' P A D 36 ' x 7 0 ' PA D 36 ' x 7 0 ' PA D 36 ' x 7 0 ' PA D 36 ' x 7 0 ' PA D 36 ' x 7 0 ' PA D 36 ' x 7 0 ' PA D 36 ' x 7 0 ' PA D 36 ' x 7 0 ' PA D 36'x70' PAD 36'x70' PAD 36'x70' PAD 36'x70' PAD 36'x70' PAD 36'x70' PAD 36'x70' PAD 36'x70' PAD 36'x70' PAD 36 ' x 7 0 ' PA D 36 ' x 7 0 ' PA D 3 6 ' x 7 0 ' P A D 3 6 ' x 7 0 ' P A D 36'x 7 0 ' PAD 36'x 7 0 ' PA D 36' x 7 0 ' PA D 36' x 7 0 ' PA D 36' x 7 0 ' PA D 36' x 7 0 ' PA D 36' x 7 0 ' PA D 36' x 7 0 ' PA D 36' x 7 0 ' PAD 36' x 7 0 ' PA D 36' x 7 0 ' PA D 36' x 7 0 ' PA D 36' x 7 0 ' PA D 36'x 7 0 ' PAD 1 2 3 4 5 6 7 8 9 10 11 12 1 3 1 4 15 16 17 18 19 20 21 22 2324 25 26 2728 29 30 3 1 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 53 54 6.5 25.0 6.5 6.5 RRRRR R RR R R R LO WO WO WO WO WO WO R/ W O WO WO LO LO LO LO LO R R R R R R R R R R R R R R R R R R R R R R R R R R R 25 . 0 2 5 . 0 2 5 . 0 Civil Engineering Surveying Landscape Architecture 5000 Glenwood Avenue Golden Valley, MN 55422 civilsitegroup.com 612-615-0060 COPYRIGHT CIVIL SITE GROUP INC.c PR O J E C T PRE L I M I N A R Y : NOT F O R CON S T R U C T I O N 2023 ISSUE/SUBMITTAL SUMMARY DATE DESCRIPTION 11/18/24 CITY SUBMITTAL PROJECT MANAGER MATT PAVEK CONTACT NUMBER 612-615-0060 X 701 DRAWN BY AM, MD REVIEWED BY MP PROJECT NUMBER 20302 44263 Matthew R. Pavek LICENSE NO.DATE I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. 11/18/24 CR E S T W O O D S PR I O R L A K E , M N PR I O R L A K E D E V E L O P M E N T , L L C 74 5 5 F R A N C E A V E N U E S O U T H , S U I T E 3 5 1 , E D I N A , M N 5 5 4 3 5 OW N E R REVISION SUMMARY DATE DESCRIPTION Know what's below. before you dig.Call R 0 1" = 50'-0" 50'-0"25'-0" N C2.1 SITE PLAN - NORTH S Line of the N 2030.00 Feet of the W 1/2 of the SE 1/4 of Sec. 24, Twp. 115, Rng. 22 N Line of the S 537.76 Feet of the N 2030.00 Feet of the W 1/2 of the SE 1/4 of Sec. 24, Twp. 115, Rng. 22 W Line of the E 500.00 Feet of the W 1/2 of the SE 1/4 of Sec. 24, Twp. 115, Rng. 22 S Line of the N 1500.00 Feet of the W 1/2 of the SE 1/4 of Sec. 24, Twp. 115, Rng. 22 S Line of the N 1492.24 Feet of the W 1/2 of the SE 1/4 of Sec. 24, Twp. 115, Rng. 22 E Line of the W 1/2 of the SE 1/4 of Sec. 24, Twp. 115, Rng. 22 CO U N T Y R O A D N O . 1 8 (C R E S T A V E N U E ) W Line of the SE 1/4 of Sec. 24, Twp. 115, Rng. 22 P.O.B. SW of the N 1492.24 Feet of the W 1/2 of the SE 1/4 of Sec. 24, Twp. 115, Rng. 22 MERIDIAN WAY NE APEX WAY NE CA P I T A L C O U R T N E LU P I N E T R A I L N E Pr o p e r t y I D - 2 5 5 3 4 0 0 1 0 56 6 8 M E R I D I A N W A Y N E Pr i o r L a k e , M N 5 5 3 7 2 Ow n e r : A N D E R S O N J O D I Pr o p e r t y I D - 2 5 5 3 4 0 0 2 0 56 8 2 M E R I D I A N W A Y N E Pr i o r L a k e , M N 5 5 3 7 2 Ow n e r : U S H O M E C O R P O R A T I O N Pr o p e r t y I D - 2 5 5 3 4 0 0 3 0 56 9 6 M E R I D I A N W A Y N E Pr i o r L a k e , M N 5 5 3 7 2 Ow n e r : U S H O M E C O R P O R A T I O N Pr o p e r t y I D - 2 5 5 3 4 0 0 4 0 57 1 0 M E R I D I A N W A Y N E Pr i o r L a k e , M N 5 5 3 7 2 Ow n e r : S C H M I T Z S A M U E L J Pr o p e r t y I D - 2 5 5 3 4 0 0 5 0 57 2 4 M E R I D I A N W A Y N E Pr i o r L a k e , M N 5 5 3 7 2 Ow n e r : U S H O M E C O R P O R A T I O N Pr o p e r t y I D - 2 5 5 3 4 0 0 6 0 57 3 8 M E R I D I A N W A Y N E Pr i o r L a k e , M N 5 5 3 7 2 Ow n e r : B L E G E N S C O T T A Pr o p e r t y I D - 2 5 5 3 4 0 0 7 0 57 5 2 M E R I D I A N W A Y N E Pr i o r L a k e , M N 5 5 3 7 2 Ow n e r : E N G L E B R I D G E T A N N Pr o p e r t y I D - 2 5 5 2 7 0 8 4 0 Ow n e r : U S H O M E C O R P O R A T I O N Property ID - 255341050 Owner: SUMMIT PRESERVE TOWNHOME HOMEOWNERS ASSOC Property ID - 255341010 Owner: US HOME CORPORATION Property ID - 255340900 Owner: SUMMIT PRESERVE TOWNHOME HOMEOWNERS ASSOCIATION Property ID - 255270850 Owner: CITY OF PRIOR LAKE Property ID - 255340890 Owner: CITY OF PRIOR LAKE (A P u b l i c R / W ) (A P u b l i c R / W ) (A P u b l i c R / W ) (A Public R/W) (A Public R/W) WETLAND (Not Deliniated) WETLAND WETLAND 8" W M (P e r R e c . ) 8" WM (Per Rec.) 8" WM (Per Rec.) Meridian Way NE Ap e x W a y Lu p i n e T r a i l N E 138th St. NE R10 0 ' R 2 0 ' R1 0 0 ' R1 0 0 ' R 3 0 0 ' R 2 0 ' CONSTRUCTION LIMITS (TYP.) CONSTRUCTION LIMITS (TYP.) CONSTRUCTION LIMITS (TYP.) CONSTRUCTION LIMITS (TYP.) Exist. R20' R100' R95' R500' Lu p i n e T r a i l N E R45' R40' R 2 0 ' R1 0 0 ' R1 0 0 ' R100' R25 0 ' 70 WETLAND 3 WETLAND 4 WETLAND 2 50' 50 ' 32 ' B-B 80 ' 66 ' 32' B- B 12 ' 12 ' 12 ' 14 ' 55' 32' B-B 36 ' B- B 25' 31 9 . 6 ' 20 9 . 7 5 ' 30 0 ' 14.17' 75'75' 14.17' 25 . 0 25 . 0 6.5 25 . 0 13 . 0 2 5 . 0 25.0 25 . 0 25 . 0 25 . 0 6.5 25 . 0 2 5 . 0 25 . 0 OUTLOT C OUTLOT D 36'x60' PAD 36'x65' PAD 2 5 . 0 25 . 0 25.0 2 5 . 0 25 . 0 2 5 . 0 25 . 0 25.0 36'x70' PAD 36'x70' PAD 36'x70' PAD 36'x70' PAD 36'x70' PAD36'x70' PAD 3 6 ' x 7 0 ' P A D 36 ' x 7 0 ' P A D 36 ' x 7 0 ' PA D 36 ' x 7 0 ' PA D 36 ' x 7 0 ' PA D 36 ' x 7 0 ' PA D 36 ' x 7 0 ' PA D 36' x 7 0 ' PA D 36' x 7 0 ' PA D 36' x 7 0 ' PA D 36 ' x 7 0 ' PA D 36 ' x 7 0 ' PA D 36 ' x 7 0 ' PA D 3 6 ' x 7 0 ' P A D 36'x 7 0 ' PAD 36'x 7 0 ' PAD 36' x 7 0 ' PA D 36' x 7 0 ' PA D 36' x 7 0 ' PA D 50 ' x 5 5 ' PA D 45' x 5 5 ' PA D 45' x 5 5 ' PA D 45'x55' PAD 3 1 32 33 34 35 36 37 38 39 40 41 42 43 44 45 55 56 57 58 59 60 61 62 63 64 65 66 67 68 69 6.5 6.5 6. 5 POND / INFILTRATION BASIN 6. 5 25.0 25 . 0 2 5 . 0 Civil Engineering Surveying Landscape Architecture 5000 Glenwood Avenue Golden Valley, MN 55422 civilsitegroup.com 612-615-0060 COPYRIGHT CIVIL SITE GROUP INC.c PR O J E C T PRE L I M I N A R Y : NOT F O R CON S T R U C T I O N 2023 ISSUE/SUBMITTAL SUMMARY DATE DESCRIPTION 11/18/24 CITY SUBMITTAL PROJECT MANAGER MATT PAVEK CONTACT NUMBER 612-615-0060 X 701 DRAWN BY AM, MD REVIEWED BY MP PROJECT NUMBER 20302 44263 Matthew R. Pavek LICENSE NO.DATE I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. 11/18/24 CR E S T W O O D S PR I O R L A K E , M N PR I O R L A K E D E V E L O P M E N T , L L C 74 5 5 F R A N C E A V E N U E S O U T H , S U I T E 3 5 1 , E D I N A , M N 5 5 4 3 5 OW N E R REVISION SUMMARY DATE DESCRIPTION Know what's below. before you dig.Call R 0 1" = 50'-0" 50'-0"25'-0" N C2.2 SITE PLAN - SOUTH CO U N T Y R O A D N O . 1 8 (C R E S T A V E N U E ) JA C K S O N S T N E WILDFLOWER WAY NE 138T H S T N E MERIDIAN WAY NE APEX WAY NE CA P I T A L C O U R T N E LU P I N E T R A I L N E Pr o p e r t y I D - 2 5 5 3 4 0 0 1 0 56 6 8 M E R I D I A N W A Y N E Pr i o r L a k e , M N 5 5 3 7 2 Ow n e r : A N D E R S O N J O D I Pr o p e r t y I D - 2 5 5 3 4 0 0 2 0 56 8 2 M E R I D I A N W A Y N E Pr i o r L a k e , M N 5 5 3 7 2 Ow n e r : U S H O M E C O R P O R A T I O N Pr o p e r t y I D - 2 5 5 3 4 0 0 3 0 56 9 6 M E R I D I A N W A Y N E Pr i o r L a k e , M N 5 5 3 7 2 Ow n e r : U S H O M E C O R P O R A T I O N Pr o p e r t y I D - 2 5 5 3 4 0 0 4 0 57 1 0 M E R I D I A N W A Y N E Pr i o r L a k e , M N 5 5 3 7 2 Ow n e r : S C H M I T Z S A M U E L J Pr o p e r t y I D - 2 5 5 3 4 0 0 5 0 57 2 4 M E R I D I A N W A Y N E Pr i o r L a k e , M N 5 5 3 7 2 Ow n e r : U S H O M E C O R P O R A T I O N Pr o p e r t y I D - 2 5 5 3 4 0 0 6 0 57 3 8 M E R I D I A N W A Y N E Pr i o r L a k e , M N 5 5 3 7 2 Ow n e r : B L E G E N S C O T T A Pr o p e r t y I D - 2 5 5 3 4 0 0 7 0 57 5 2 M E R I D I A N W A Y N E Pr i o r L a k e , M N 5 5 3 7 2 Ow n e r : E N G L E B R I D G E T A N N Pr o p e r t y I D - 2 5 5 2 7 0 8 4 0 Ow n e r : U S H O M E C O R P O R A T I O N Property ID - 255341050 Owner: SUMMIT PRESERVE TOWNHOME HOMEOWNERS ASSOC Property ID - 255341010 Owner: US HOME CORPORATION Property ID - 255340900 Owner: SUMMIT PRESERVE TOWNHOME HOMEOWNERS ASSOCIATION Property ID - 255270850 Owner: CITY OF PRIOR LAKE Property ID - 255360330 Owner: CITY OF PRIOR LAKE Pr o p e r t y I D - 2 5 5 3 6 0 2 3 0 56 2 1 J A R E T T C T N E Pr i o r L a k e , M N 5 5 3 7 2 Ow n e r : B L O O M T R U S T Pr o p e r t y I D - 2 5 5 3 6 0 2 2 0 56 1 3 J A R E T T C T N E Pr i o r L a k e , M N 5 5 3 7 2 Ow n e r : W A R N E R J E N N I F E R L Pr o p e r t y I D - 2 5 5 3 6 0 2 4 0 56 3 7 J A R E T T C T N E Pr i o r L a k e , M N 5 5 3 7 2 Ow n e r : S T E N S R U D E M A R K A L A N & CA T H E R I N E A N N E R E V O C A B L E T R U Pr o p e r t y I D - 2 5 5 3 6 0 2 5 0 56 4 5 J A R E T T C T N E Pr i o r L a k e , M N 5 5 3 7 2 Ow n e r : W A S H I N G T O N A L P H O N S O Pr o p e r t y I D - 2 5 5 3 6 0 2 6 0 56 5 3 J A R E T T C T N E Pr i o r L a k e , M N 5 5 3 7 2 Ow n e r : W H I T E E D Pr o p e r t y I D - 2 5 5 3 6 0 2 7 0 56 6 1 J A R E T T C T N E Pr i o r L a k e , M N 5 5 3 7 2 Ow n e r : A Y R E S P A U L L E R O Y Pr o p e r t y I D - 2 5 5 3 6 0 2 8 0 56 7 1 J A R E T T C T N E Pr i o r L a k e , M N 5 5 3 7 2 Ow n e r : S P R I N G E R S T E V E N Property ID - 255360320 13693 WILDFLOWER WAY NE Prior Lake, MN 55372 Owner: PLEWACKI JAMES Property ID - 255360350 Owner: BJW DEVELOPMENT CO LLC Property ID - 255490010 5779 138TH ST NE Prior Lake, MN 55372 Owner: GUNSTAD JACALYN Property ID - 255490290 Owner: CITY OF PRIOR LAKE Property ID - 255340890 Owner: CITY OF PRIOR LAKE (A P u b l i c R / W ) (A P u b l i c R / W ) (A P u b l i c R / W ) (A Public R/W) (A Public R/W) (A Pub l i c R / W ) (A Public R/W) (A P u b l i c R / W ) WETLAND (Not Deliniated) WETLAND WETLAND WETLAND WETLAND EDGE OF WATER Edge of Water 8" WM (Per Rec.) 8" WM (Per Rec.) 8" W M (P e r R e c . ) 8" WM (Per Rec.) 8" WM (Per Rec.) 8" WM (Per Rec.) Wi l d f l o w e r W a y N E 138th S t . N E Meridian Way NE Ap e x W a y Lu p i n e T r a i l N E 138th St. NE Ja c k s o n S t r e e t N E Street "C" GHOST PLAT FUTURE ROAD CONSTRUCTION LIMITS (TYP.) CONSTRUCTION LIMITS (TYP.) CONSTRUCTION LIMITS (TYP.) CONSTRUCTION LIMITS (TYP.) CONSTRUCTION LIMITS (TYP.) CONSTRUCTION LIMITS (TYP.) Lu p i n e T r a i l N E WETLAND 5 LEAST/LOW OHWL=994.00 EX 100-YR HWL=995.05 EX EOF=994.35 MNRAM: MANAGE 2 WETLAND 6 LEAST/LOW OHWL=994.00 EX 100-YR HWL=995.05 EX EOF=994.35 MNRAM: MANAGE 2 WETLAND 3 WETLAND 4 WETLAND 2 WETLAND 1 WETLAND 7 R R R R 30 ' 3 0 ' 3 0 ' WETLAND 3 LEAST/LOW OHWL=996.00 EX 100-YR HWL=998.87 PR 100-YR HWL=998.94 EX EOF=1000.35 PR EOF=1000.35 MNRAM: MANAGE 1 WETLAND 1 LEAST/LOW OHWL=1012.50 EX 100-YR HWL=1014.71 PR 100-YR HWL=1014.32 EX EOF=1019.50 PR EOF=1015.00 MNRAM: MANAGE 1 WETLAND 2 LEAST/LOW OHWL=1013.00 EX 100-YR HWL=1014.91 PR 100-YR HWL=1014.53 EX EOF=1019.50 PR EOF=1015.00 MNRAM: MANAGE 2 WETLAND 4 LEAST/LOW OHWL=1002.00 EX 100-YR HWL=1002.65 PR 100-YR HWL=1002.59 EX EOF=1002.00 PR EOF=1002.00 MNRAM: MANAGE 1 WETLAND 7 LEAST/LOW OHWL=979.20 EX 100-YR HWL=985.08 PR 100-YR HWL=985.63 EOF=990.60 MNRAM: MANAGE 1 10 . 0 50.0 2 0 . 0 50.0 4 0 . 0 40 . 0 20. 0 20. 0 40.0 5 0 . 0 BUFFER 30' AVE./ 20' MIN (TYP.) WET. BOUNDARY SIGN (TYP.) WET. BOUNDARY SIGN (TYP.) WET. BOUNDARY SIGN (TYP.) WET. BOUNDARY SIGN (TYP.) WET. BOUNDARY SIGN (TYP.) WET. BUFFER 30' AVE./ 20' MIN (TYP.) & CONSERVATION ESMT. LINE WET. BUFFER 30' AVE./ 20' MIN (TYP.) & CONSERVATION ESMT. LINE WET. BUFFER 30' AVE./ 20' MIN (TYP.) & CONSERVATION ESMT. LINE WET. BUFFER 30' AVE./ 20' MIN (TYP.) & CONSERVATION ESMT. LINE WET. BUFFER 30' AVE./ 20' MIN (TYP.) & CONSERVATION ESMT. LINE WETLAND 6 TO BE REMOVED 433 SF WETLAND 5 TO BE REMOVED 1,421 SF 36'x60' PAD 36'x65' PAD 36'x70' PAD 36'x70' PAD 36'x70' PAD 36'x70' PAD 36'x70' PAD 36'x70' PAD 36'x70' PAD36'x70' PAD 36'x70' PAD 36'x70' PAD 36'x70' PAD 36'x70' PAD 36'x70' PAD 36'x 7 0 ' PAD 36 ' x 7 0 ' PA D 3 6 ' x 7 0 ' P A D 36 ' x 7 0 ' P A D 36 ' x 7 0 ' PA D 36 ' x 7 0 ' PA D 36 ' x 7 0 ' PA D 36 ' x 7 0 ' PA D 36 ' x 7 0 ' PA D 36 ' x 7 0 ' PA D 36 ' x 7 0 ' PA D 36 ' x 7 0 ' PA D 36 ' x 7 0 ' PA D 36 ' x 7 0 ' PA D 36 ' x 7 0 ' PA D 36 ' x 7 0 ' PA D 36 ' x 7 0 ' PA D 36' x 7 0 ' PA D 36' x 7 0 ' PAD 36' x 7 0 ' PA D 36 ' x 7 0 ' PA D 36 ' x 7 0 ' PA D 36 ' x 7 0 ' PA D 36'x70' PAD 36'x70' PAD 36'x70' PAD 36'x70' PAD 36'x70' PAD 36'x70' PAD 36'x70' PAD 36'x70' PAD 36'x70' PAD 36 ' x 7 0 ' PA D 36 ' x 7 0 ' PA D 3 6 ' x 7 0 ' PA D 3 6 ' x 7 0 ' P A D 36'x 7 0 ' PAD 36'x 7 0 ' PAD 36' x 7 0 ' PA D 36' x 7 0 ' PAD 36' x 7 0 ' PAD 36' x 7 0 ' PA D 36' x 7 0 ' PA D 36' x 7 0 ' PAD 36' x 7 0 ' PAD 36' x 7 0 ' PAD 36' x 7 0 ' PAD 36' x 7 0 ' PAD 36' x 7 0 ' PA D 36'x 7 0 ' PAD 50 ' x 5 5 ' PA D 45' x 5 5 ' PA D 45' x 5 5 ' PA D 45'x55' PAD RRRRR R RR R R R LO WO WO WO WO WO WO R/ W O WO WO LO LO LO LO LO R R R R R R R R R R R R R R R R R R R R R R R R R R R WO WO WO WO WO WO WO WO WO WO WO POND / INFILTRATION BASIN FILTRATION BASIN HAVEN RIDGE SOUTH INF EL=981.50 OUTLET=982.32 EX 100-YR HWL=986.61 PR 100-YR HWL=986.93 EOF=986.60 BMP2 INF EL=996.50 OUTLET=998.10 100-YR HWL=999.44 EOF=1003.00 Civil Engineering Surveying Landscape Architecture 5000 Glenwood Avenue Golden Valley, MN 55422 civilsitegroup.com 612-615-0060 COPYRIGHT CIVIL SITE GROUP INC.c PR O J E C T PRE L I M I N A R Y : NOT F O R CON S T R U C T I O N 2023 ISSUE/SUBMITTAL SUMMARY DATE DESCRIPTION 11/18/24 CITY SUBMITTAL PROJECT MANAGER MATT PAVEK CONTACT NUMBER 612-615-0060 X 701 DRAWN BY AM, MD REVIEWED BY MP PROJECT NUMBER 20302 44263 Matthew R. Pavek LICENSE NO.DATE I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. 11/18/24 CR E S T W O O D S PR I O R L A K E , M N PR I O R L A K E D E V E L O P M E N T , L L C 74 5 5 F R A N C E A V E N U E S O U T H , S U I T E 3 5 1 , E D I N A , M N 5 5 4 3 5 OW N E R REVISION SUMMARY DATE DESCRIPTION Know what's below. before you dig.Call R 0 1" = 100'-0" 100'-0"50'-0" N W1.0 WETLAND MITIGATION PLAN CO U N T Y R O A D N O . 1 8 (C R E S T A V E N U E ) JA C K S O N S T N E WILDFLOWER WAY NE 138T H S T N E MERIDIAN WAY NE APEX WAY NE CA P I T A L C O U R T N E LU P I N E T R A I L N E (A P u b l i c R / W ) (A P u b l i c R / W ) (A P u b l i c R / W ) (A Public R/W) (A Public R/W) (A Pub l i c R / W ) (A Public R/W) (A P u b l i c R / W ) WETLAND (Not Deliniated) WETLAND WETLAND WETLAND WETLAND EDGE OF WATER Edge of Water 8" WM (Per Rec.) 8" WM (Per Rec.) 8" W M (P e r R e c . ) 8" WM (Per Rec.) 8" WM (Per Rec.) 8" WM (Per Rec.) ST-1 ST-3 ST-2 ST-7 ST-6 ST-8 ST-4 ST-5 ST-9 ST-10 EL=994.0 CL, SP-SM EL=1008.2 OL, CL, SP-SM EL=1003.9 OL, CL, SM EL=993.4 CL, SM EL=1019.6 SM, EL=1007.9 CL, SP, SM EL=1004.2 CL, SP EL=1017.4 CL, SP-SM SC-SM EL=1002.1 CL, SP EL=1007.5 CL, SM CONSTRUCTION LIMITS (TYP.) CONSTRUCTION LIMITS (TYP.) CONSTRUCTION LIMITS (TYP.) CONSTRUCTION LIMITS (TYP.) CONSTRUCTION LIMITS (TYP.) CONSTRUCTION LIMITS (TYP.) EOF 1002.00 EOF 1015.00 EOF 1015.33 EOF 994.47 EOF 986.60 EOF 990.60 MA I N T E N A N C E A C C E S S MA I N T E N A N C E A C C E S S EOF 998.80 EOF 1001.23 EO F 10 1 4 . 0 6 EOF 998.40 EOF 998.70 EOF 101 2 . 2 9 WETLAND 3 WETLAND 4 WETLAND 2 WETLAND 1 WETLAND 7 36'x60' PAD 36'x65' PAD 36'x70' PAD 36'x70' PAD 36'x70' PAD 36'x70' PAD 36'x70' PAD 36'x70' PAD 36'x70' PAD36'x70' PAD 36'x70' PAD 36'x70' PAD 36'x70' PAD 36'x70' PAD 36'x70' PAD 36'x 7 0 ' PAD 36 ' x 7 0 ' PA D 3 6 ' x 7 0 ' P A D 36 ' x 7 0 ' P A D 36 ' x 7 0 ' PA D 36 ' x 7 0 ' PA D 36 ' x 7 0 ' PA D 36 ' x 7 0 ' PA D 36 ' x 7 0 ' PA D 36 ' x 7 0 ' PA D 36 ' x 7 0 ' PA D 36 ' x 7 0 ' PA D 36 ' x 7 0 ' PA D 36 ' x 7 0 ' PA D 36 ' x 7 0 ' PA D 36 ' x 7 0 ' PA D 36 ' x 7 0 ' PA D 36' x 7 0 ' PA D 36' x 7 0 ' PAD 36' x 7 0 ' PA D 36 ' x 7 0 ' PA D 36 ' x 7 0 ' PA D 36 ' x 7 0 ' PA D 36'x70' PAD 36'x70' PAD 36'x70' PAD 36'x70' PAD 36'x70' PAD 36'x70' PAD 36'x70' PAD 36'x70' PAD 36'x70' PAD 36 ' x 7 0 ' PA D 36 ' x 7 0 ' PA D 3 6 ' x 7 0 ' PA D 3 6 ' x 7 0 ' P A D 36'x 7 0 ' PAD 36'x 7 0 ' PAD 36' x 7 0 ' PA D 36' x 7 0 ' PAD 36' x 7 0 ' PAD 36' x 7 0 ' PA D 36' x 7 0 ' PA D 36' x 7 0 ' PAD 36' x 7 0 ' PAD 36' x 7 0 ' PAD 36' x 7 0 ' PAD 36' x 7 0 ' PAD 36' x 7 0 ' PA D 36'x 7 0 ' PAD 50 ' x 5 5 ' PA D 45' x 5 5 ' PA D 45' x 5 5 ' PA D 45'x55' PAD POND / INFILTRATION BASIN Civil Engineering Surveying Landscape Architecture 5000 Glenwood Avenue Golden Valley, MN 55422 civilsitegroup.com 612-615-0060 COPYRIGHT CIVIL SITE GROUP INC.c PR O J E C T PRE L I M I N A R Y : NOT F O R CON S T R U C T I O N 2023 ISSUE/SUBMITTAL SUMMARY DATE DESCRIPTION 11/18/24 CITY SUBMITTAL PROJECT MANAGER MATT PAVEK CONTACT NUMBER 612-615-0060 X 701 DRAWN BY AM, MD REVIEWED BY MP PROJECT NUMBER 20302 CR E S T W O O D S PR I O R L A K E , M N PR I O R L A K E D E V E L O P M E N T , L L C 74 5 5 F R A N C E A V E N U E S O U T H , S U I T E 3 5 1 , E D I N A , M N 5 5 4 3 5 OW N E R C3.0 GRADING PLAN- OVERALL GENERAL GRADING NOTES: 1.0' CONTOUR ELEVATION INTERVAL GRADING PLAN LEGEND: SPOT GRADE ELEVATION GUTTER SPOT GRADE ELEVATION TOP OF CURB SPOT GRADE ELEVATION BOTTOM OF STAIRS/TOP OF STAIRS CITY OF PRIOR LAKE GRADING NOTES: 1.RESERVED FOR CITY SPECIFIC GRADING NOTES. EX. 1' CONTOUR ELEVATION INTERVAL SPOT GRADE ELEVATION (GUTTER/FLOW LINE UNLESS OTHERWISE NOTED) CURB AND GUTTER (T.O = TIP OUT) EMERGENCY OVERFLOW 41.26 1125 891.00 G 891.00 TC 891.00 BS/TS 1137 EOF=1135.52 TO SPOT GRADE ELEVATION MATCH EXISTING891.00 ME GB GRADE BREAK - HIGH POINTS 1.CONTRACTOR SHALL VERIFY ALL BUILDING ELEVATIONS, (FFE, LFE, GFE), PRIOR TO CONSTRUCTION BY CROSS CHECKING WITH ARCHITECTURAL, STRUCTURAL AND CIVIL ELEVATIONS FOR EQUIVALENT "100" ELEVATIONS. THIS MUST BE DONE PRIOR TO EXCAVATION AND INSTALLATION OF ANY FOOTING MATERIALS. VERIFICATION OF THIS COORDINATION SHALL BE CONFIRMED IN WRITING BY CIVIL, SURVEYOR, ARCHITECTURAL, STRUCTURAL AND CONTRACTOR PRIOR TO CONSTRUCTION. 2.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 OR REPLACE ANY UTILITIES THAT ARE DAMAGED DURING CONSTRUCTION AT NO COST TO THE OWNER. 3.SEE SITE PLAN FOR HORIZONTAL LAYOUT & GENERAL GRADING NOTES. 4.THE CONTRACTOR SHALL COMPLETE THE SITE GRADING CONSTRUCTION (INCLUDING BUT NOT LIMITED TO SITE PREPARATION, SOIL CORRECTION, EXCAVATION, EMBANKMENT, ETC.) IN ACCORDANCE WITH THE REQUIREMENTS OF THE OWNER'S SOILS ENGINEER. ALL SOIL TESTING SHALL BE COMPLETED BY THE OWNER'S SOILS ENGINEER. THE CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING ALL REQUIRED SOIL TESTS AND INSPECTIONS WITH THE SOILS ENGINEER. 5.ANY ELEMENTS OF AN EARTH RETENTION SYSTEM AND RELATED EXCAVATIONS THAT FALL WITHIN THE PUBLIC RIGHT OF WAY WILL REQUIRE A “RIGHT OF WAY EXCAVATION PERMIT”. CONTRACTOR IS RESPONSIBLE FOR AQUIRING THIS PERMIT PRIOR TO CONSTRUCTION IF APPLICABLE 6.GRADING AND EXCAVATION ACTIVITIES SHALL BE PERFORMED IN ACCORDANCE WITH THE NATIONAL POLLUTION DISCHARGE ELIMINATION SYSTEM (NPDES) PERMIT REQUIREMENTS & PERMIT REQUIREMENTS OF THE CITY. 7.PROPOSED SPOT GRADES ARE FLOW-LINE FINISHED GRADE ELEVATIONS, UNLESS OTHERWISE NOTED. 8.GRADES OF WALKS SHALL BE INSTALLED WITH 5% MAX. LONGITUDINAL SLOPE AND 1% MIN. AND 2% MAX. CROSS SLOPE, UNLESS OTHERWISE NOTED. 9.PROPOSED SLOPES SHALL NOT EXCEED 3:1 UNLESS INDICATED OTHERWISE ON THE DRAWINGS. MAXIMUM SLOPES IN MAINTAINED AREAS IS 4:1. 10.PROPOSED RETAINING WALLS, FREESTANDING WALLS, OR COMBINATION OF WALL TYPES GREATER THAN 4' IN HEIGHT SHALL BE DESIGNED AND ENGINEERED BY A REGISTERED RETAINING WALL ENGINEER. DESIGN DRAWINGS SHALL BE SUBMITTED FOR REVIEW AND APPROVAL PRIOR TO CONSTRUCTION. 11.THE CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTENANCE OF GRADE STAKES THROUGHOUT THE DURATION OF CONSTRUCTION TO ESTABLISH PROPER GRADES. THE CONTRACTOR SHALL ALSO BE RESPONSIBLE FOR A FINAL FIELD CHECK OF FINISHED GRADES ACCEPTABLE TO THE ENGINEER/LANDSCAPE ARCHITECT PRIOR TO TOPSOIL AND SODDING ACTIVITIES. 12.IF EXCESS OR SHORTAGE OF SOIL MATERIAL EXISTS, THE CONTRACTOR SHALL TRANSPORT ALL EXCESS SOIL MATERIAL OFF THE SITE TO AN AREA SELECTED BY THE CONTRACTOR, OR IMPORT SUITABLE MATERIAL TO THE SITE. 13.EXCAVATE TOPSOIL FROM AREAS TO BE FURTHER EXCAVATED OR REGRADED AND STOCKPILE IN AREAS DESIGNATED ON THE SITE. THE CONTRACTOR SHALL SALVAGE ENOUGH TOPSOIL FOR RESPREADING ON THE SITE AS SPECIFIED. EXCESS TOPSOIL SHALL BE PLACED IN EMBANKMENT AREAS, OUTSIDE OF BUILDING PADS, ROADWAYS AND PARKING AREAS. THE CONTRACTOR SHALL SUBCUT CUT AREAS, WHERE TURF IS TO BE ESTABLISHED, TO A DEPTH OF 6 INCHES. RESPREAD TOPSOIL IN AREAS WHERE TURF IS TO BE ESTABLISHED TO A MINIMUM DEPTH OF 6 INCHES. 14.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, WITH UNIFORM LEVELS OR SLOPES BETWEEN POINTS WHERE ELEVATIONS ARE SHOWN, OR BETWEEN SUCH POINTS AND EXISTING GRADES. AREAS THAT HAVE BEEN FINISH GRADED SHALL BE PROTECTED FROM SUBSEQUENT CONSTRUCTION OPERATIONS, TRAFFIC AND EROSION. REPAIR ALL AREAS THAT HAVE BECOME RUTTED BY TRAFFIC OR ERODED BY WATER OR HAS SETTLED BELOW THE CORRECT GRADE. ALL AREAS DISTURBED BY THE CONTRACTOR'S OPERATIONS SHALL BE RESTORED TO EQUAL OR BETTER THAN ORIGINAL CONDITION OR TO THE REQUIREMENTS OF THE NEW WORK. 15.PRIOR TO PLACEMENT OF THE AGGREGATE BASE, A TEST ROLL WILL BE REQUIRED ON THE STREET AND/OR PARKING AREA SUBGRADE. THE CONTRACTOR SHALL PROVIDE A LOADED TANDEM AXLE TRUCK WITH A GROSS WEIGHT OF 25 TONS. THE TEST ROLLING SHALL BE AT THE DIRECTION OF THE SOILS ENGINEER AND SHALL BE COMPLETED IN AREAS AS DIRECTED BY THE SOILS ENGINEER. THE SOILS ENGINEER SHALL DETERMINE WHICH SECTIONS OF THE STREET OR PARKING AREA ARE UNSTABLE. CORRECTION OF THE SUBGRADE SOILS SHALL BE COMPLETED IN ACCORDANCE WITH THE REQUIREMENTS OF THE SOILS ENGINEER. NO TEST ROLL SHALL OCCUR WITHIN 10' OF ANY UNDERGROUND STORM RETENTION/DETENTION SYSTEMS. 16.TOLERANCES 16.1.THE BUILDING SUBGRADE FINISHED SURFACE ELEVATION SHALL NOT VARY BY MORE THAN 0.30 FOOT ABOVE, OR 0.30 FOOT BELOW, THE PRESCRIBED ELEVATION AT ANY POINT WHERE MEASUREMENT IS MADE. 16.2.THE STREET OR PARKING AREA SUBGRADE FINISHED SURFACE ELEVATION SHALL NOT VARY BY MORE THAN 0.05 FOOT ABOVE, OR 0.10 FOOT BELOW, THE PRESCRIBED ELEVATION OF ANY POINT WHERE MEASUREMENT IS MADE. 16.3.AREAS WHICH ARE TO RECEIVE TOPSOIL SHALL BE GRADED TO WITHIN 0.30 FOOT ABOVE OR BELOW THE REQUIRED ELEVATION, UNLESS DIRECTED OTHERWISE BY THE ENGINEER. 16.4.TOPSOIL SHALL BE GRADED TO PLUS OR MINUS 1/2 INCH OF THE SPECIFIED THICKNESS. 17.MAINTENANCE 17.1.THE CONTRACTOR SHALL PROTECT NEWLY GRADED AREAS FROM TRAFFIC AND EROSION, AND KEEP AREA FREE OF TRASH AND DEBRIS. 17.2.CONTRACTOR SHALL REPAIR AND REESTABLISH GRADES IN SETTLED, ERODED AND RUTTED AREAS TO SPECIFIED TOLERANCES. DURING THE CONSTRUCTION, IF REQUIRED, AND DURING THE WARRANTY PERIOD, ERODED AREAS WHERE TURF IS TO BE ESTABLISHED SHALL BE RESEEDED AND MULCHED. 17.3.WHERE COMPLETED COMPACTED AREAS ARE DISTURBED BY SUBSEQUENT CONSTRUCTION OPERATIONS OR ADVERSE WEATHER, CONTRACTOR SHALL SCARIFY, SURFACE, RESHAPE, AND COMPACT TO REQUIRED DENSITY PRIOR TO FURTHER CONSTRUCTION. SEE SWPPP ON SHEETS SW1.0 - SW1.9 EROSION CONTROL NOTES: CONSTRUCTION LIMITS GROUNDWATER ELEVATION PER BORING BORING GROUND WATER ELEVATION ST-1 NA ST-2 NA ST-3 NA ST-4 NA ST-5 NA ST-6 NA ST-7 NA ST-8 NA ST-9 NA ST-10 NA PER GEOTECHNICAL REPORT COMPLETED BY BRAUN INTERTEC, INC. ON 08/30/19. REVISION SUMMARY DATE DESCRIPTION Know what's below. before you dig.Call R 0 1" = 100'-0" 100'-0"50'-0" N 10 " P V C 1 0 " P V C 1 5 " R C P 24" RCP6" HDPE 18 " R C P 18 " R C P 15" RCP 10" PVC10" PVC 10 " P V C 4" HDPE 15" RCP15" RCP JA C K S O N S T N E WILDFLOWER WAY NE (A Public R/W) (A P u b l i c R / W ) 15 " R C P WETLAND WETLAND WETLAND EDGE OF WATER Edge of Water 8" WM (Per Rec.) 8" WM (Per Rec.) ST-1 ST-3 ST-2 ST-7 ST-6 ST-8 ST-4 ST-5 EL=994.0 CL, SP-SM EL=1008.2 OL, CL, SP-SM EL=1003.9 OL, CL, SM EL=993.4 CL, SM EL=1019.6 SM, EL=1007.9 CL, SP, SM EL=1017.4 CL, SP-SM SC-SM CONSTRUCTION LIMITS (TYP.) CONSTRUCTION LIMITS (TYP.) CONSTRUCTION LIMITS (TYP.) EOF 1015.33 EOF 994.47 EOF 986.60 EOF 990.60 MA I N T E N A N C E A C C E S S EOF 1001.23 EOF 998.40 WETLAND 2 WETLAND 1 WETLAND 7 36'x60' PAD 36'x65' PAD 36'x70' PAD 36'x70' PAD 36'x70' PAD 36'x70' PAD 36'x70' PAD 36'x70' PAD 36'x70' PAD36'x70' PAD 36'x70' PAD 36'x70' PAD 36'x70' PAD 36'x70' PAD 36'x70' PAD 36' x 7 0 ' PAD 36 ' x 7 0 ' PA D 3 6 ' x 7 0 ' P A D 36 ' x 7 0 ' P A D 36 ' x 7 0 ' PA D 36 ' x 7 0 ' PA D 36 ' x 7 0 ' PA D 36 ' x 7 0 ' PA D 36 ' x 7 0 ' PA D 36 ' x 7 0 ' PA D 36 ' x 7 0 ' PA D 36 ' x 7 0 ' PA D 36'x70' PAD 36'x70' PAD 36'x70' PAD 36'x70' PAD 36'x70' PAD 36'x70' PAD 36'x70' PAD 36'x70' PAD 36'x70' PAD 36 ' x 7 0 ' PA D 36 ' x 7 0 ' PA D 3 6 ' x 7 0 ' P A D 3 6 ' x 7 0 ' P A D 36'x 7 0 ' PAD 36'x 7 0 ' PAD 36' x 7 0 ' PA D 36' x 7 0 ' PA D 36' x 7 0 ' PA D 36' x 7 0 ' PA D 36' x 7 0 ' PA D 36' x 7 0 ' PA D 36' x 7 0 ' PAD 36' x 7 0 ' PA D 36' x 7 0 ' PA D 36' x 7 0 ' PA D 36' x 7 0 ' PA D 36'x 7 0 ' PAD Civil Engineering Surveying Landscape Architecture 5000 Glenwood Avenue Golden Valley, MN 55422 civilsitegroup.com 612-615-0060 COPYRIGHT CIVIL SITE GROUP INC.c PR O J E C T PRE L I M I N A R Y : NOT F O R CON S T R U C T I O N 2023 ISSUE/SUBMITTAL SUMMARY DATE DESCRIPTION 11/18/24 CITY SUBMITTAL PROJECT MANAGER MATT PAVEK CONTACT NUMBER 612-615-0060 X 701 DRAWN BY AM, MD REVIEWED BY MP PROJECT NUMBER 20302 CR E S T W O O D S PR I O R L A K E , M N PR I O R L A K E D E V E L O P M E N T , L L C 74 5 5 F R A N C E A V E N U E S O U T H , S U I T E 3 5 1 , E D I N A , M N 5 5 4 3 5 OW N E R C3.1 GRADING PLAN- NORTH REVISION SUMMARY DATE DESCRIPTION Know what's below. before you dig.Call R 0 1" = 50'-0" 50'-0"25'-0" N 15" RCP 15" RCP 15 " R C P 8" P V C 21 " R C P 24 " R C P 12 " RC P 24" RCP 8" PVC 8" PVC 8" P V C 18" RCP 21 " R C P 8" PVC 8" P V C CO U N T Y R O A D N O . 1 8 (C R E S T A V E N U E ) MERIDIAN WAY NE APEX WAY NE CA P I T A L C O U R T N E LU P I N E T R A I L N E (A P u b l i c R / W ) (A P u b l i c R / W ) (A P u b l i c R / W ) (A Public R/W) (A Public R/W)15" RCP 4" HDPE 4" H D P E 15" RCP WETLAND (Not Deliniated) WETLAND 8" W M (P e r R e c . ) 8" WM (Per Rec.) 8" WM (Per Rec.) ST-8 ST-5 ST-9 ST-10 EL=1019.6 SM, EL=1007.9 CL, SP, SM EL=1004.2 CL, SP EL=1002.1 CL, SP EL=1007.5 CL, SM CONSTRUCTION LIMITS (TYP.) CONSTRUCTION LIMITS (TYP.) CONSTRUCTION LIMITS (TYP.) CONSTRUCTION LIMITS (TYP.) EOF 1002.00 EOF 1015.00 MA I N T E N A N C E A C C E S S EOF 998.80 EO F 10 1 4 . 0 6 EOF 998.70 EOF 101 2 . 2 9 WETLAND 3 WETLAND 4 36 ' x 7 0 ' PA D 36 ' x 7 0 ' PA D 36 ' x 7 0 ' PA D 36 ' x 7 0 ' PA D 36 ' x 7 0 ' PA D 36' x 7 0 ' PA D 36' x 7 0 ' PA D 36' x 7 0 ' PA D 36 ' x 7 0 ' PA D 36 ' x 7 0 ' PA D 36 ' x 7 0 ' PA D 36'x 7 0 ' PAD 36'x 7 0 ' PAD PA D 50 ' x 5 5 ' PA D 45' x 5 5 ' PA D 45' x 5 5 ' PA D 45'x55' PAD Civil Engineering Surveying Landscape Architecture 5000 Glenwood Avenue Golden Valley, MN 55422 civilsitegroup.com 612-615-0060 COPYRIGHT CIVIL SITE GROUP INC.c PR O J E C T PRE L I M I N A R Y : NOT F O R CON S T R U C T I O N 2023 ISSUE/SUBMITTAL SUMMARY DATE DESCRIPTION 11/18/24 CITY SUBMITTAL PROJECT MANAGER MATT PAVEK CONTACT NUMBER 612-615-0060 X 701 DRAWN BY AM, MD REVIEWED BY MP PROJECT NUMBER 20302 CR E S T W O O D S PR I O R L A K E , M N PR I O R L A K E D E V E L O P M E N T , L L C 74 5 5 F R A N C E A V E N U E S O U T H , S U I T E 3 5 1 , E D I N A , M N 5 5 4 3 5 OW N E R C3.2 GRADING PLAN- SOUTH REVISION SUMMARY DATE DESCRIPTION Know what's below. before you dig.Call R 0 1" = 50'-0" 50'-0"25'-0" N CO U N T Y R O A D N O . 1 8 (C R E S T A V E N U E ) JA C K S O N S T N E WILDFLOWER WAY NE 138T H S T N E MERIDIAN WAY NE APEX WAY NE CA P I T A L C O U R T N E LU P I N E T R A I L N E (A P u b l i c R / W ) (A P u b l i c R / W ) (A P u b l i c R / W ) (A Public R/W) (A Public R/W) (A Pub l i c R / W ) (A Public R/W) (A P u b l i c R / W ) GHOST PLAT FUTURE ROAD CONSTRUCTION LIMITS (TYP.) CONSTRUCTION LIMITS (TYP.) CONSTRUCTION LIMITS (TYP.) CONSTRUCTION LIMITS (TYP.) CONSTRUCTION LIMITS (TYP.) CONSTRUCTION LIMITS (TYP.) Exist. 70 WETLAND 3 WETLAND 4 WETLAND 2 WETLAND 1 WETLAND 7 OUTLOT B OUTLOT A OUTLOT C OUTLOT D 36'x60' PAD 36'x65' PAD 36'x70' PAD 36'x70' PAD 36'x70' PAD 36'x70' PAD 36'x70' PAD 36'x70' PAD 36'x70' PAD36'x70' PAD 36'x70' PAD 36'x70' PAD 36'x70' PAD 36'x70' PAD 36'x70' PAD 36'x 7 0 ' PAD 36 ' x 7 0 ' PA D 3 6 ' x 7 0 ' P A D 36 ' x 7 0 ' P A D 36 ' x 7 0 ' PA D 36 ' x 7 0 ' PA D 36 ' x 7 0 ' PA D 36 ' x 7 0 ' PA D 36 ' x 7 0 ' PA D 36 ' x 7 0 ' PA D 36 ' x 7 0 ' PA D 36 ' x 7 0 ' PA D 36 ' x 7 0 ' PA D 36 ' x 7 0 ' PA D 36 ' x 7 0 ' PA D 36 ' x 7 0 ' PA D 36 ' x 7 0 ' PA D 36' x 7 0 ' PA D 36' x 7 0 ' PAD 36' x 7 0 ' PA D 36 ' x 7 0 ' PA D 36 ' x 7 0 ' PA D 36 ' x 7 0 ' PA D 36'x70' PAD 36'x70' PAD 36'x70' PAD 36'x70' PAD 36'x70' PAD 36'x70' PAD 36'x70' PAD 36'x70' PAD 36'x70' PAD 36 ' x 7 0 ' PA D 36 ' x 7 0 ' PA D 3 6 ' x 7 0 ' PA D 3 6 ' x 7 0 ' P A D 36'x 7 0 ' PAD 36'x 7 0 ' PAD 36' x 7 0 ' PA D 36' x 7 0 ' PAD 36' x 7 0 ' PAD 36' x 7 0 ' PA D 36' x 7 0 ' PA D 36' x 7 0 ' PAD 36' x 7 0 ' PAD 36' x 7 0 ' PAD 36' x 7 0 ' PAD 36' x 7 0 ' PAD 36' x 7 0 ' PA D 36'x 7 0 ' PAD 50 ' x 5 5 ' PA D 45' x 5 5 ' PA D 45' x 5 5 ' PA D 45'x55' PAD 1 2 3 4 5 6 7 8 9 10 11 12 1 3 1 4 15 16 17 18 19 20 21 22 2324 25 26 2728 29 30 3 1 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 53 54 55 56 57 58 59 60 61 62 63 64 65 66 67 68 69 POND / INFILTRATION BASIN Civil Engineering Surveying Landscape Architecture 5000 Glenwood Avenue Golden Valley, MN 55422 civilsitegroup.com 612-615-0060 COPYRIGHT CIVIL SITE GROUP INC.c PR O J E C T PRE L I M I N A R Y : NOT F O R CON S T R U C T I O N 2023 ISSUE/SUBMITTAL SUMMARY DATE DESCRIPTION 11/18/24 CITY SUBMITTAL PROJECT MANAGER MATT PAVEK CONTACT NUMBER 612-615-0060 X 701 DRAWN BY AM, MD REVIEWED BY MP PROJECT NUMBER 20302 CR E S T W O O D S PR I O R L A K E , M N PR I O R L A K E D E V E L O P M E N T , L L C 74 5 5 F R A N C E A V E N U E S O U T H , S U I T E 3 5 1 , E D I N A , M N 5 5 4 3 5 OW N E R GENERAL UTILITY NOTES: UTILITY PLAN LEGEND: CITY OF PRIOR LAKE UTILITY NOTES: 1.RESERVED FOR CITY SPECIFIC UTILITY NOTES. CATCH BASIN GATE VALVE AND VALVE BOX SANITARY SEWER STORM SEWER WATER MAIN PROPOSED FIRE HYDRANT MANHOLE FES AND RIP RAP 1.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 OR REPLACE ANY 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 PRIOR TO CONSTRUCTION. THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE ENGINEER OF DISCREPANCIES OR VARIATIONS FROM THE PLANS. 4.UTILITY INSTALLATION SHALL CONFORM TO THE CURRENT EDITION OF "STANDARD SPECIFICATIONS FOR WATER MAIN AND SERVICE LINE INSTALLATION" AND "SANITARY SEWER AND STORM SEWER INSTALLATION" AS PREPARED BY THE CITY ENGINEERS ASSOCIATION OF MINNESOTA (CEAM), AND SHALL CONFORM WITH THE REQUIREMENTS OF THE CITY AND THE PROJECT 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 C153 UNLESS OTHERWISE NOTED. 7.ALL SANITARY SEWER SHALL BE SDR 26 POLYVINYL CHLORIDE (PVC) ASTM D3034 & F679, OR SCH 40 ASTM D1785, 2665, ASTM F794, 1866) UNLESS OTHERWISE NOTED. 8.ALL STORM SEWER PIPE SHALL BE HDPE ASTM F714 OR 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 ULTIMATELY RESPONSIBLE FOR THE FINAL CONNECTION TO BUILDING LINES. COORDINATE WITH ARCHITECTURAL AND MECHANICAL PLANS. 11.CATCH BASINS AND MANHOLES IN PAVED AREAS SHALL BE SUMPED 0.04 FEET. ALL CATCH BASINS IN GUTTERS SHALL BE SUMPED 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 ARE INCIDENTAL. 14.A MINIMUM OF 8 FEET OF COVER IS REQUIRED OVER ALL WATERMAIN, UNLESS OTHERWISE NOTED. EXTRA DEPTH MAY BE REQUIRED TO MAINTAIN A MINIMUM OF 18" VERTICAL SEPARATION TO SANITARY OR STORM SEWER LINES. EXTRA DEPTH WATERMAIN IS INCIDENTAL. 15.A MINIMUM OF 18 INCHES OF VERTICAL SEPARATION AND 10 FEET OF HORIZONTAL SEPARATION IS REQUIRED FOR ALL UTILITIES, UNLESS OTHERWISE NOTED. 16.ALL CONNECTIONS TO EXISTING UTILITIES SHALL BE IN ACCORDANCE WITH CITY STANDARDS AND COORDINATED WITH THE CITY 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 CITY STAFF. 20.ALL STREET REPAIRS AND PATCHING SHALL BE PERFORMED PER THE REQUIREMENTS OF THE CITY. ALL PAVEMENT CONNECTIONS SHALL BE SAWCUT. ALL TRAFFIC CONTROLS SHALL BE PROVIDED BY THE CONTRACTOR AND SHALL BE ESTABLISHED 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 WITHOUT APPROVAL BY THE CITY. 21.ALL STRUCTURES, PUBLIC AND PRIVATE, SHALL BE ADJUSTED TO PROPOSED GRADES WHERE REQUIRED. THE REQUIREMENTS OF ALL OWNERS MUST BE COMPLIED WITH. STRUCTURES BEING RESET TO PAVED AREAS MUST MEET OWNERS REQUIREMENTS FOR TRAFFIC LOADING. 22.2CONTRACTOR SHALL COORDINATE ALL WORK WITH PRIVATE UTILITY COMPANIES. 23.CONTRACTOR SHALL COORDINATE CONNECTION OF IRRIGATION SERVICE TO UTILITIES. COORDINATE THE INSTALLATION OF IRRIGATION SLEEVES NECESSARY AS TO NOT IMPACT INSTALLATION OF UTILITIES. 24.CONTRACTOR SHALL MAINTAIN AS-BUILT PLANS THROUGHOUT CONSTRUCTION AND SUBMIT THESE PLANS TO ENGINEER UPON COMPLETION OF WORK. 25.ALL JOINTS AND CONNECTIONS IN STORM SEWER SYSTEM SHALL BE GASTIGHT OR WATERTIGHT. APPROVED RESILIENT RUBBER JOINTS MUST BE USED TO MAKE WATERTIGHT CONNECTIONS TO MANHOLES, CATCHBASINS, OR OTHER STRUCTURES. 26.ALL PORTIONS OF THE STORM SEWER SYSTEM LOCATED WITHIN 10 FEET OF THE BUILDING OR WATER SERVICE LINE MUST BE TESTED 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 EACH DIRECTION. SEE PLAN AND DETAIL. INSTALL LOW POINT DRAIN TILE PER PLANS AND GEOTECHNICAL REPORT RECOMMENDATIONS AND REQUIREMENTS. CONSTRUCTION LIMITS DRAINTILE REVISION SUMMARY DATE DESCRIPTION C4.0 UTILITY PLAN - OVERALL Know what's below. before you dig.Call R 0 1" = 100'-0" 100'-0"50'-0" N 10 " P V C 1 0 " P V C 10" PVC10" PVC 10 " P V C JA C K S O N S T N E WILDFLOWER WAY NE (A Public R/W) (A P u b l i c R / W ) WETLAND WETLAND WETLAND EDGE OF WATER Edge of Water 8" WM (Per Rec.) 8" WM (Per Rec.) GHOST PLAT CONSTRUCTION LIMITS (TYP.) CONSTRUCTION LIMITS (TYP.) CONSTRUCTION LIMITS (TYP.) EOF 1015.33 EOF 994.47 EOF 986.60 EOF 990.60 MA I N T E N A N C E A C C E S S EOF 1001.23 EOF 998.40 WETLAND 2 WETLAND 1 WETLAND 7 36'x60' PAD 36'x65' PAD 36'x70' PAD 36'x70' PAD 36'x70' PAD 36'x70' PAD 36'x70' PAD 36'x70' PAD 36'x70' PAD36'x70' PAD 36'x70' PAD 36'x70' PAD 36'x70' PAD 36'x70' PAD 36'x70' PAD 36' x 7 0 ' PAD 36 ' x 7 0 ' PA D 3 6 ' x 7 0 ' P A D 36 ' x 7 0 ' P A D 36 ' x 7 0 ' PA D 36 ' x 7 0 ' PA D 36 ' x 7 0 ' PA D 36 ' x 7 0 ' PA D 36 ' x 7 0 ' PA D 36 ' x 7 0 ' PA D 36 ' x 7 0 ' PA D 36 ' x 7 0 ' PA D 36'x70' PAD 36'x70' PAD 36'x70' PAD 36'x70' PAD 36'x70' PAD 36'x70' PAD 36'x70' PAD 36'x70' PAD 36'x70' PAD 36 ' x 7 0 ' PA D 36 ' x 7 0 ' PA D 3 6 ' x 7 0 ' P A D 3 6 ' x 7 0 ' P A D 36'x 7 0 ' PAD 36'x 7 0 ' PAD 36' x 7 0 ' PA D 36' x 7 0 ' PA D 36' x 7 0 ' PA D 36' x 7 0 ' PA D 36' x 7 0 ' PA D 36' x 7 0 ' PA D 36' x 7 0 ' PAD 36' x 7 0 ' PA D 36' x 7 0 ' PA D 36' x 7 0 ' PA D 36' x 7 0 ' PA D 36'x 7 0 ' PAD SAN MH 1 RE=995.36 IE(E)=982.70 IE(S)=982.70 IE(N)=982.60 SAN MH 2 RE=1006.23 IE(W)=985.82 IE(S)=985.43 IE(N)=985.33 SAN MH 20 RE=1008.31 IE=996.25 SAN MH 21 RE=1015.69 IE=1004.40 SAN MH 30 RE=1000.78 IE=987.98 SAN MH 40 RE=1012.40 IE(NE)=997.85 IE(SW)=997.75 SAN MH 41 RE=1017.37 IE(NE)=1003.90 IE(SW)=1003.80 SAN MH 42 RE=1021.86 IE(NE)=1009.60 IE(SW)=1009.50 SAN MH 43 RE=1024.20 IE=1012.30 SAN MH 50 RE=1008.45 IE(W)=987.46 IE(E)=987.36 300 LF 8" PVC SDR26 SAN @ 0.88% 162 LF 8" PVC SDR35 SAN @ 0.44% 281 LF 8" PVC SDR35 SAN @ 4.82% 49 LF 8" PVC SDR35 SAN @ 0.45% 433 LF 8" PVC SDR26 SAN @ 0.50% 284 LF 8" PVC SDR35 SAN @ 2.10% 261 LF 8" PVC SDR35 SAN @ 2.15% 131 LF 8" PVC SDR35 SAN @ 2.06% 91 LF 8" PVC SDR26 SAN @ 2.09% 341 LF 8" PVC SDR26 SAN @ 0.60% 133 LF 8" PVC SDR26 SAN @ 0.60% 172 LF 8" PVC SDR26 SAN @ 0.60% PROPOSED GATE VALVE AND VALVE BOX PROPOSED GATE VALVE AND VALVE BOX PROPOSED GATE VALVE AND VALVE BOX 8" C900 WATERMAIN 8" C900 WATERMAIN 8" C900 WATERMAIN 8" C900 WATERMAIN 8" C900 WATERMAIN HYD & GV, TYP. 8" TO 6" REDUCER 8" TO 6" REDUCER HYD & GV, TYP. CONNECT TO EXIST. SAN SEWER STUB, EXIST. IE =981.88 (AB), CONTRACTOR TO VERIFY PRIOR TO CONSTRUCTION CONNECT TO EXIST. SAN SEWER STUB, EXIST. IE =1004.18 (AB), CONTRACTOR TO VERIFY PRIOR TO CONSTRUCTION CONNECT TO EXIST. WATER STUB/ NEW GATE VALVE CONNECT TO EXIST. WATER STUB/ NEW GATE VALVE CONNECT TO EXIST. WATER STUB/ NEW GATE VALVE 8" TO 6" REDUCER 4" SCH 40 PVC SANITARY SERVICE (TYP.) 1" COPPER WATER SERVICE (TYP.) 4" SCH 40 PVC SANITARY SERVICE (TYP.) 1" COPPER WATER SERVICE (TYP.) 4" SCH 40 PVC SANITARY SERVICE (TYP.) 1" COPPER WATER SERVICE (TYP.) 8" TO 6" REDUCER HYD & GV, TYP. 8" TO 6" REDUCER HYD & GV, TYP. HYD & GV, TYP. 8" TO 6" REDUCER 8" TO 6" REDUCER HYD & GV, TYP. 11.25° BEND 8"X8"X8" TEE PROPOSED GATE VALVE AND VALVE BOX 11.25° BEND 8"X8"X8" TEE 8"X8"X8" TEE 11.25° BEND 22.5° BEND 8"X8"X8" TEE 22.5° BEND 8"X8"X8" TEE 11.25° BEND 8"X8"X8" TEE 11.25° BEND 8"X8"X8" TEE 8"X8"X8" TEE 22.5° BEND 22.5° BEND 8"X8"X8" TEE 8"X8"X8" TEE 8"X8"X8" TEE 45° BEND 45° BEND WATERMAIN TO BE CASED (16")END CASED WATERMAIN PROVIDE MINIMUM 18" OF SEPARATION BETWEEN WATERMAIN AND STORMSEWER PROVIDE MINIMUM 18" OF SEPARATION BETWEEN WATERMAIN AND STORMSEWER PROVIDE MINIMUM 18" OF SEPARATION BETWEEN WATERMAIN AND STORMSEWER SAN MH 51 RE=1002.19 IE(E)=989.69 SAN MH 3 RE=1010.61 IE(W)=986.56 IE(E)=986.56 IE(N)=986.46 Civil Engineering Surveying Landscape Architecture 5000 Glenwood Avenue Golden Valley, MN 55422 civilsitegroup.com 612-615-0060 COPYRIGHT CIVIL SITE GROUP INC.c PR O J E C T PRE L I M I N A R Y : NOT F O R CON S T R U C T I O N 2023 ISSUE/SUBMITTAL SUMMARY DATE DESCRIPTION 11/18/24 CITY SUBMITTAL PROJECT MANAGER MATT PAVEK CONTACT NUMBER 612-615-0060 X 701 DRAWN BY AM, MD REVIEWED BY MP PROJECT NUMBER 20302 CR E S T W O O D S PR I O R L A K E , M N PR I O R L A K E D E V E L O P M E N T , L L C 74 5 5 F R A N C E A V E N U E S O U T H , S U I T E 3 5 1 , E D I N A , M N 5 5 4 3 5 OW N E R REVISION SUMMARY DATE DESCRIPTION C4.1 UTILITY PLAN - SAN & WATER NORTH Know what's below. before you dig.Call R 0 1" = 50'-0" 50'-0"25'-0" N 8" P V C 8" PVC 8" PVC 8" P V C 8" PVC 8" P V C CO U N T Y R O A D N O . 1 8 (C R E S T A V E N U E ) MERIDIAN WAY NE APEX WAY NE CA P I T A L C O U R T N E LU P I N E T R A I L N E (A P u b l i c R / W ) (A P u b l i c R / W ) (A P u b l i c R / W ) (A Public R/W) (A Public R/W) WETLAND (Not Deliniated) WETLAND 8" W M (P e r R e c . ) 8" WM (Per Rec.) 8" WM (Per Rec.) CONSTRUCTION LIMITS (TYP.) CONSTRUCTION LIMITS (TYP.) CONSTRUCTION LIMITS (TYP.) CONSTRUCTION LIMITS (TYP.) EOF 1002.00 EOF 1015.00 MA I N T E N A N C E A C C E S S EOF 998.80 EO F 10 1 4 . 0 6 EOF 998.70 EOF 101 2 . 2 9 WETLAND 3 WETLAND 4 36 ' x 7 0 ' PA D 36 ' x 7 0 ' PA D 36 ' x 7 0 ' PA D 36 ' x 7 0 ' PA D 36 ' x 7 0 ' PA D 36' x 7 0 ' PA D 36' x 7 0 ' PA D 36' x 7 0 ' PA D 36 ' x 7 0 ' PA D 36 ' x 7 0 ' PA D 36 ' x 7 0 ' PA D 36'x 7 0 ' PAD 36'x 7 0 ' PAD PA D 50 ' x 5 5 ' PA D 45' x 5 5 ' PA D 45' x 5 5 ' PA D 45'x55' PAD POND / INFILTRATION BASIN SAN MH 4 RE=1011.70 IE(S)=1002.14 IE(N)=1002.24 SAN MH 5 RE=1014.34 IE(N)=1001.54 IE(S)=1001.44 SAN MH 6 RE=1011.91 IE(SE)=1000.26 IE(SW)=1000.36 IE(NE)=1000.36 SAN MH 7 RE=1016.60 IE(N)=1000.99 SAN MH 50 RE=1008.45 IE(W)=987.46 IE(E)=987.36 91 LF 8" PVC SDR26 SAN @ 2.09% 341 LF 8" PVC SDR26 SAN @ 0.60% 133 LF 8" PVC SDR26 SAN @ 0.60% 151 LF 8" PVC SDR35 SAN @ 0.40% 270 LF 8" PVC SDR35 SAN @ 0.40% 165 LF 8" PVC SDR35 SAN @ 0.40% 156 LF 8" PVC SDR35 SAN @ 0.40%SAN MH 60 RE=1014.10 IE(NW)=999.60 IE(E)=999.50 PROPOSED GATE VALVE AND VALVE BOX PROPOSED GATE VALVE AND VALVE BOX VALVE AND VALVE BOX PROPOSED GATE VALVE AND VALVE BOX 8" C900 WATERMAIN 8" C900 WATERMAIN 8" C900 WATERMAIN CONNECT TO EXIST. WATER STUB, REMOVE EXIST. TEMP HYDRANT AND LEAD CONNECT TO EXIST. WATER STUB/ NEW GATE VALVE CONNECT TO EXIST. WATER STUB/ NEW GATE VALVE 8" TO 6" REDUCER HYD & GV, TYP. 4" SCH 40 PVC SANITARY SERVICE (TYP.) 1" COPPER WATER SERVICE (TYP.) 8" TO 6" REDUCER HYD & GV, TYP. 8" TO 6" REDUCER HYD & GV, TYP. 8" TO 6" REDUCER HYD & GV, TYP. 22.5° BEND 8"X8"X8" TEE 22.5° BEND & 11.25° BEND SCH 40 PVC 8"X8"X8" TEE 22.5° BEND & 11.25° BEND22.5° BEND 8"X8"X8" TEE 22.5° BEND 11.25° BEND 8"X8"X8" TEE PROPOSED GATE VALVE AND VALVE BOX 8"X8"X8" TEE 22.5° BEND 8"X8"X8" TEE 11.25° BEND 8"X8"X8" TEE 11.25° BEND CAP WATERMAIN AND START CASED WATERMAIN WATERMAIN TO BE CASED (16")END CASED WATERMAIN PROVIDE MINIMUM 18" OF SEPARATION BETWEEN WATERMAIN AND STORMSEWER PROVIDE MINIMUM 18" OF SEPARATION BETWEEN WATERMAIN AND STORMSEWER PROVIDE MINIMUM 18" OF SEPARATION BETWEEN WATERMAIN AND STORMSEWER SAN MH 51 RE=1002.19 IE(E)=989.69 81 LF 8" PVC SDR35 SAN @ 0.40% CONNECT TO EXISTING MH AT IE=999.18 Civil Engineering Surveying Landscape Architecture 5000 Glenwood Avenue Golden Valley, MN 55422 civilsitegroup.com 612-615-0060 COPYRIGHT CIVIL SITE GROUP INC.c PR O J E C T PRE L I M I N A R Y : NOT F O R CON S T R U C T I O N 2023 ISSUE/SUBMITTAL SUMMARY DATE DESCRIPTION 11/18/24 CITY SUBMITTAL PROJECT MANAGER MATT PAVEK CONTACT NUMBER 612-615-0060 X 701 DRAWN BY AM, MD REVIEWED BY MP PROJECT NUMBER 20302 CR E S T W O O D S PR I O R L A K E , M N PR I O R L A K E D E V E L O P M E N T , L L C 74 5 5 F R A N C E A V E N U E S O U T H , S U I T E 3 5 1 , E D I N A , M N 5 5 4 3 5 OW N E R REVISION SUMMARY DATE DESCRIPTION C4.2 UTILITY PLAN - SAN & WATER SOUTH Know what's below. before you dig.Call R 0 1" = 50'-0" 50'-0"25'-0" N 1 5 " R C P 24" RCP6" HDPE 18 " R C P 18 " R C P 15" RCP 4" HDPE 15" RCP15" RCP JA C K S O N S T N E WILDFLOWER WAY NE (A Public R/W) (A P u b l i c R / W ) 15 " R C P WETLAND WETLAND WETLAND EDGE OF WATER Edge of Water GHOST PLAT CONSTRUCTION LIMITS (TYP.) CONSTRUCTION LIMITS (TYP.) CONSTRUCTION LIMITS (TYP.) WETLAND 2 WETLAND 1 WETLAND 7 36'x60' PAD 36'x65' PAD 36'x70' PAD 36'x70' PAD 36'x70' PAD 36'x70' PAD 36'x70' PAD 36'x70' PAD 36'x70' PAD36'x70' PAD 36'x70' PAD 36'x70' PAD 36'x70' PAD 36'x70' PAD 36'x70' PAD 36' x 7 0 ' PAD 36 ' x 7 0 ' PA D 3 6 ' x 7 0 ' P A D 36 ' x 7 0 ' P A D 36 ' x 7 0 ' PA D 36 ' x 7 0 ' PA D 36 ' x 7 0 ' PA D 36 ' x 7 0 ' PA D 36 ' x 7 0 ' PA D 36 ' x 7 0 ' PA D 36 ' x 7 0 ' PA D 36 ' x 7 0 ' PA D 36'x70' PAD 36'x70' PAD 36'x70' PAD 36'x70' PAD 36'x70' PAD 36'x70' PAD 36'x70' PAD 36'x70' PAD 36'x70' PAD 36 ' x 7 0 ' PA D 36 ' x 7 0 ' PA D 3 6 ' x 7 0 ' P A D 3 6 ' x 7 0 ' P A D 36'x 7 0 ' PAD 36'x 7 0 ' PAD 36' x 7 0 ' PA D 36' x 7 0 ' PA D 36' x 7 0 ' PA D 36' x 7 0 ' PA D 36' x 7 0 ' PA D 36' x 7 0 ' PA D 36' x 7 0 ' PAD 36' x 7 0 ' PA D 36' x 7 0 ' PA D 36' x 7 0 ' PA D 36' x 7 0 ' PA D 36'x 7 0 ' PAD FES 23 IE=982.00 FES 20 IE=982.32 FES 8 IE=982.32 CBMH 2 RE=993.54 IE (N/W)=989.15 IE (SE)=988.95 77 LF 18" RCP STORM @ 0.50% CBMH 6 RE=998.44 IE(N/W)=987.55 IE(S/SE)=988.14 30 LF 15" RCP STORM @ 0.50% CB 1 RE=993.54 IE=989.30 CBMH 4 RE=994.13 IE(N)=988.22 IE(SW)=988.02 CBMH 18 RE=999.55 IE=987.80 CBMH 17 RE=999.67 IE=989.16 CBMH 33 RE=1011.30 IE=1003.44 CBMH 35 RE=1006.62 IE=1003.11 CBMH 34 RE=1011.09 IE=1003.27 CB 31 RE=1017.45 IE=1010.83 CBMH 32 RE=1017.45 IE=1010.66 CBMH 22 RE=988.55 IE=983.83 SUMP=980.83 CB 21 RE=995.58 IE=990.61 30 LF 21" RCP STORM @ 0.50% 59 LF 24" RCP STORM @ 0.50% 156 LF 24" RCP STORM @ 2.00% 122 LF 21" RCP STORM @ 4.00% 39 LF 21" RCP STORM @ 3.50% 61 LF 15" RCP STORM @ 3.00% 226 LF 15" RCP STORM @ 3.00% 54 LF 21" RCP STORM @ 0.50% 222 LF 24" RCP STORM @ 0.50% 32 LF 21" RCP STORM @ 0.50% 34 LF 18" RCP STORM @ 0.50% 361 LF 15" RCP STORM @ 2.00% 34 LF 15" RCP STORM @ 0.50% 121 LF 6" PVC STORM @ 6.07%FES 35D IE=1011.90CBMH 39 RE=1005.65 IE=1001.52 27 LF 24" RCP STORM @ 7.80% STMH 7 RE=989.56 IE=984.43 SUMP=981.43 148 LF 6" PVC STORM @ 0.20% (EQUALIZER) FES 82 IE=1011.90 FES 81 IE=1012.204" FINGER DRAIN W/ SOCK, TYP. 4" FINGER DRAIN W/ SOCK, TYP. 4" FINGER DRAIN W/ SOCK, TYP. CBMH 5 RE=996.23 IE=987.85 34 LF 24" RCP STORM @ 0.50% 69 LF 15" RCP STORM @ 0.60% STMH 19 RE=998.89 IE=982.92 SUMP=979.92 18 LF 21" RCP STORM @ 3.30% CBMH 6C RE=1007.17 IE=997.47 CBMH 6D RE=1007.17 IE=998.52 30 LF 15" RCP STORM @ 3.50% CBMH 13 RE=996.63 IE=992.86 34 LF 24" RCP CBMH 38 RE=1009.71 IE=1002.63 34 LF 24" RCP STORM @ 0.50% 31 LF 21" RCP STORM @ 0.50% CBMH 6B RE=1003.34 IE=993.51 99 LF 15" RCP STORM @ 4.00% 83 LF 15" RCP STORM @ 4.00% CBMH 3 RE=994.13 IE(NW)=988.57 IE(S)=988.37 CBMH 16 RE=1000.00 IE=989.98 56 LF 21" RCP STORM @ 1.46% CBMH 2B RE=992.36 IE (W)=989.5453 LF 15" RCP STORM @ 0.50% RECONSTRUCT EXISTING WETLAND OCS RIM=987.00 (RAISE) IE (NW)=979.11 (SAME) 4" ORIFICE=979.20 (SAME) WEIR WALL=986.10 (RAISE) RECONSTRUCT EXISTING STRUCTURE TO ALLOW FOR DOUBLE INLET CB DEVICE CBMH 2A RE=993.99 IE=989.42 25 LF 15" RCP STORM @ 0.50% CBMH 15 RE=1002.00 IE=990.91 132 LF 21" RCP STORM @ 0.70% CB 6E RE=997.27 IE(N/W)=992.79 65 LF 15" RCP STORM @ 4.00% 51 LF 15" RCP STORM @ 4.00% CBMH 6A RE=1000.36 IE=990.19 Civil Engineering Surveying Landscape Architecture 5000 Glenwood Avenue Golden Valley, MN 55422 civilsitegroup.com 612-615-0060 COPYRIGHT CIVIL SITE GROUP INC.c PR O J E C T PRE L I M I N A R Y : NOT F O R CON S T R U C T I O N 2023 ISSUE/SUBMITTAL SUMMARY DATE DESCRIPTION 11/18/24 CITY SUBMITTAL PROJECT MANAGER MATT PAVEK CONTACT NUMBER 612-615-0060 X 701 DRAWN BY AM, MD REVIEWED BY MP PROJECT NUMBER 20302 CR E S T W O O D S PR I O R L A K E , M N PR I O R L A K E D E V E L O P M E N T , L L C 74 5 5 F R A N C E A V E N U E S O U T H , S U I T E 3 5 1 , E D I N A , M N 5 5 4 3 5 OW N E R REVISION SUMMARY DATE DESCRIPTION C4.3 UTILITY PLAN - STORM NORTH Know what's below. before you dig.Call R 0 1" = 50'-0" 50'-0"25'-0" N 15" RCP 15" RCP 15 " R C P 21 " R C P 24 " R C P 12 " RC P 24" RCP 18" RCP 21 " R C P CO U N T Y R O A D N O . 1 8 (C R E S T A V E N U E ) MERIDIAN WAY NE APEX WAY NE CA P I T A L C O U R T N E LU P I N E T R A I L N E (A P u b l i c R / W ) (A P u b l i c R / W ) (A P u b l i c R / W ) (A Public R/W) (A Public R/W)15" RCP 4" HDPE 4" H D P E 15" RCP WETLAND (Not Deliniated) WETLAND CONSTRUCTION LIMITS (TYP.) CONSTRUCTION LIMITS (TYP.) CONSTRUCTION LIMITS (TYP.) CONSTRUCTION LIMITS (TYP.) EOF 1002.00 EOF 1015.00 MA I N T E N A N C E A C C E S S EOF 998.80 EO F 10 1 4 . 0 6 EOF 998.70 EOF 101 2 . 2 9 WETLAND 3 WETLAND 4 36 ' x 7 0 ' PA D 36 ' x 7 0 ' PA D 36 ' x 7 0 ' PA D 36 ' x 7 0 ' PA D 36 ' x 7 0 ' PA D 36' x 7 0 ' PA D 36' x 7 0 ' PA D 36' x 7 0 ' PA D 36 ' x 7 0 ' PA D 36 ' x 7 0 ' PA D 36 ' x 7 0 ' PA D 36'x 7 0 ' PAD 36'x 7 0 ' PAD PA D 50 ' x 5 5 ' PA D 45' x 5 5 ' PA D 45' x 5 5 ' PA D 45'x55' PAD POND / INFILTRATION BASIN FES 43 IE=998.10 FES 58 IE=998.10 CBMH 35 RE=1006.62 IE=1003.11 CBMH 34 RE=1011.09 IE=1003.27 CBMH 36 RE=1009.62 IE=1002.96 CBMH 55 RE=1011.25 IE(NE)=1005.34 IE(NW/SE)=1005.14 CBMH 56 RE=1011.25 IE=1004.84 CB 55B RE=1010.70 IE=1005.44 CBMH 55A RE=1010.70 IE=1005.29 CBMH 57 RE=1014.75 IE=1001.46 SUMP=998.46 IE=990.61 CBMH 12 RE=996.63 IE(SE)=993.33 IE(N)=993.13 STMH 42 RE=1003.00 IE=998.69 SUMP=995.69 CBMH 35A RE=1011.54 IE=1003.53 CBMH 35C RE=1007.64 IE=1004.61 54 LF 21" RCP STORM @ 0.50% 168 LF 18" RCP STORM @ 2.00% 169 LF 18" RCP STORM @ 2.00% 30 LF 18" RCP STORM @ 1.00% 31 LF 18" RCP STORM @ 0.50% 30 LF 15" RCP STORM @ 0.50% 222 LF 24" RCP STORM @ 0.50% 38 LF 15" RCP STORM @ 0.60% 142 LF 15" RCP STORM @ 0.60% 32 LF 21" RCP STORM @ 0.50% 34 LF 18" RCP STORM @ 0.50% 30 LF 24" RCP STORM @ 0.50% 312 LF 15" RCP STORM @ 0.50% 121 LF 6" PVC STORM @ 6.07%FES 35D IE=1011.90 72 LF 27" RCP STORM @ 0.82% CBMH 40 RE=1005.65 IE=1001.35 CBMH 39 RE=1005.65 IE=1001.52 CB 61 RE=1002.00 IE=998.57 FES 62 IE=998.10 47 LF 15" RCP@ 1.00% 171 LF 15" RCP STORM @ 1.36% FES 11 IE=994.02 138 LF 18" RCP STORM @ 0.50% 4" FINGER DRAIN W/ SOCK, TYP. CBMH 54 RE=1012.24 IE=1006.21 CB 54A RE=1011.17 IE=1006.84 STMH 53 RE=1013.88 IE=1007.35 CBMH 52 RE=1012.31 IE=1008.61 CB 51 RE=1012.31 IE=1009.17 87 LF 15" RCP STORM @ 1.00% 126 LF 12" RCP STORM @ 0.50% 114 LF 15" RCP STORM @ 1.00% 63 LF 15" RCP STORM @ 2.00% 28 LF 15" RCP STORM @ 2.00% MH 35B RE=1009.55 IE=1004.38 69 LF 15" RCP STORM @ 0.60% TIE INTO EXISTING STRUCTURE AT 997.20 272 LF 15" RCP@ 0.33% MH 72 RE=1002.00 IE=998.10 9" ORIFICE=998.10 WEIR WALL=1000.20 FES 71 IE=998.10 STMH 41 RE=1006.00 IE=1000.59 380 LF 27" RCP STORM @ 0.50% 152 LF 27" RCP STORM @ 0.50% 34 LF 24" RCP STORM @ 0.50% CBMH 38 RE=1009.71 IE=1002.63 34 LF 24" RCP STORM @ 0.50% CBMH 37 RE=1010.00 IE=1002.80 33 LF 24" RCP STORM @ 0.50% 360 LF 21" RCP STORM @ 0.50% CBMH 14 RE=1004.95 IE=991.06 31 LF 21" RCP STORM @ 0.50% 29 LF 15" RCP@ 0.00% CB 91 RE=1000.46 IE(W)=994.81 12 LF 15" RCP STORM @ 0.50% CORE DRILL FOR PROPOSED 15" RCP IE(E)=994.75 IE=990.91 Civil Engineering Surveying Landscape Architecture 5000 Glenwood Avenue Golden Valley, MN 55422 civilsitegroup.com 612-615-0060 COPYRIGHT CIVIL SITE GROUP INC.c PR O J E C T PRE L I M I N A R Y : NOT F O R CON S T R U C T I O N 2023 ISSUE/SUBMITTAL SUMMARY DATE DESCRIPTION 11/18/24 CITY SUBMITTAL PROJECT MANAGER MATT PAVEK CONTACT NUMBER 612-615-0060 X 701 DRAWN BY AM, MD REVIEWED BY MP PROJECT NUMBER 20302 CR E S T W O O D S PR I O R L A K E , M N PR I O R L A K E D E V E L O P M E N T , L L C 74 5 5 F R A N C E A V E N U E S O U T H , S U I T E 3 5 1 , E D I N A , M N 5 5 4 3 5 OW N E R REVISION SUMMARY DATE DESCRIPTION C4.4 UTILITY PLAN - STORM SOUTH Know what's below. before you dig.Call R 0 1" = 50'-0" 50'-0"25'-0" N Civil Engineering Surveying Landscape Architecture 5000 Glenwood Avenue Golden Valley, MN 55422 civilsitegroup.com 612-615-0060 COPYRIGHT CIVIL SITE GROUP INC.c PR O J E C T PRE L I M I N A R Y : NOT F O R CON S T R U C T I O N 2023 ISSUE/SUBMITTAL SUMMARY DATE DESCRIPTION 11/18/24 CITY SUBMITTAL PROJECT MANAGER MATT PAVEK CONTACT NUMBER 612-615-0060 X 701 DRAWN BY AM, MD REVIEWED BY MP PROJECT NUMBER 20302 CR E S T W O O D S PR I O R L A K E , M N PR I O R L A K E D E V E L O P M E N T , L L C 74 5 5 F R A N C E A V E N U E S O U T H , S U I T E 3 5 1 , E D I N A , M N 5 5 4 3 5 OW N E R C5.0 CIVIL DETAILS REVISION SUMMARY DATE DESCRIPTION Civil Engineering Surveying Landscape Architecture 5000 Glenwood Avenue Golden Valley, MN 55422 civilsitegroup.com 612-615-0060 COPYRIGHT CIVIL SITE GROUP INC.c PR O J E C T PRE L I M I N A R Y : NOT F O R CON S T R U C T I O N 2023 ISSUE/SUBMITTAL SUMMARY DATE DESCRIPTION 11/18/24 CITY SUBMITTAL PROJECT MANAGER MATT PAVEK CONTACT NUMBER 612-615-0060 X 701 DRAWN BY AM, MD REVIEWED BY MP PROJECT NUMBER 20302 CR E S T W O O D S PR I O R L A K E , M N PR I O R L A K E D E V E L O P M E N T , L L C 74 5 5 F R A N C E A V E N U E S O U T H , S U I T E 3 5 1 , E D I N A , M N 5 5 4 3 5 OW N E R C5.1 CIVIL DETAILS REVISION SUMMARY DATE DESCRIPTION Civil Engineering Surveying Landscape Architecture 5000 Glenwood Avenue Golden Valley, MN 55422 civilsitegroup.com 612-615-0060 COPYRIGHT CIVIL SITE GROUP INC.c PR O J E C T PRE L I M I N A R Y : NOT F O R CON S T R U C T I O N 2023 ISSUE/SUBMITTAL SUMMARY DATE DESCRIPTION 11/18/24 CITY SUBMITTAL PROJECT MANAGER MATT PAVEK CONTACT NUMBER 612-615-0060 X 701 DRAWN BY AM, MD REVIEWED BY MP PROJECT NUMBER 20302 CR E S T W O O D S PR I O R L A K E , M N PR I O R L A K E D E V E L O P M E N T , L L C 74 5 5 F R A N C E A V E N U E S O U T H , S U I T E 3 5 1 , E D I N A , M N 5 5 4 3 5 OW N E R C5.2 CIVIL DETAILS REVISION SUMMARY DATE DESCRIPTION Civil Engineering Surveying Landscape Architecture 5000 Glenwood Avenue Golden Valley, MN 55422 civilsitegroup.com 612-615-0060 COPYRIGHT CIVIL SITE GROUP INC.c PR O J E C T PRE L I M I N A R Y : NOT F O R CON S T R U C T I O N 2023 ISSUE/SUBMITTAL SUMMARY DATE DESCRIPTION 11/18/24 CITY SUBMITTAL PROJECT MANAGER MATT PAVEK CONTACT NUMBER 612-615-0060 X 701 DRAWN BY AM, MD REVIEWED BY MP PROJECT NUMBER 20302 CR E S T W O O D S PR I O R L A K E , M N PR I O R L A K E D E V E L O P M E N T , L L C 74 5 5 F R A N C E A V E N U E S O U T H , S U I T E 3 5 1 , E D I N A , M N 5 5 4 3 5 OW N E R C5.3 CIVIL DETAILS REVISION SUMMARY DATE DESCRIPTION D 12" 3H:1L MAX. BIO-FILTRATION BASIN (RAIN GARDEN - TYP.) N T S TYPICAL SECTION VIEW 1.INSTALL SILT FENCE AND/OR OR OTHER APPROPRIATE TEMPORARY EROSION CONTROL DEVICES TO PREVENT SEDIMENT FROM LEAVING OR ENTERING THE PRACTICE DURING CONSTRUCTION. 2.ALL DOWN-GRADIENT PERIMETER SEDIMENT CONTROL BMP'S MUST BE IN PLACE BEFORE ANY UP GRADIENT LAND DISTURBING ACTIVITY BEGINS. 3.PERFORM CONTINUOUS INSPECTIONS OF EROSION CONTROL PRACTICES. 4.INSTALL UTILITIES (WATER, SANITARY SEWER, ELECTRIC, PHONE, FIBER OPTIC, ETC) PRIOR TO SETTING FINAL GRADE OF BIORETENTION DEVICE. 5.ROUGH GRADE THE SITE. IF BIORETENTION AREAS ARE BEING USED AS TEMPORARY SEDIMENT BASINS LEAVE A MINIMUM OF 3 FEET OF COVER OVER THE PRACTICE TO PROTECT THE UNDERLYING SOILS FROM CLOGGING. 6.PERFORM ALL OTHER SITE IMPROVEMENTS. 7.PLANT ALL AREAS AFTER DISTURBANCE. 8.CONSTRUCT BIORETENTION DEVICE UPON STABILIZATION OF CONTRIBUTING DRAINAGE AREA. 9.IMPLEMENT TEMPORARY AND PERMANENT EROSION CONTROL PRACTICES. 10.PLANT AND/OR ROCK MULCH BIORETENTION DEVICE. 11.REMOVE TEMPORARY EROSION CONTROL DEVICES AFTER THE CONTRIBUTING DRAINAGE AREA IS ADEQUATELY VEGETATED. GENERAL NOTES 1.IN THE EVENT THAT SEDIMENT IS INTRODUCED INTO THE BMP DURING OR IMMEDIATELY FOLLOWING EXCAVATION, THIS MATERIAL SHALL BE REMOVED FROM THE PRACTICE PRIOR TO CONTINUING CONSTRUCTION. 2.GRADING OF BIORETENTION DEVICES SHALL BE ACCOMPLISHED USING LOW-COMPACTION EARTH-MOVING EQUIPMENT TO PREVENT COMPACTION OF UNDERLYING SOILS. 3.ALL SUB MATERIALS BELOW THE SPECIFIED BIORETENTION DEPTH (ELEVATION) SHALL BE UNDISTURBED, UNLESS OTHERWISE NOTED. CONSTRUCTION SEQUENCING RIBBON CURB OR CURB CUT, SEE SITE AND GRADING PLANS GRASS PRE-TREATMENT STRIP OR PRE-TREATMENT STRUCTURE, SEE UTILITY AND LANDSCAPE PLANS UNDISTURBED, UNCOMPACTED INSITU SOIL NET LESS EROSION BLANKET IN BOTTOM OF BASIN. SLIT BLANKET TO ALLOW PLANT MATERIAL SURFACE IF PLUG PLANTING IS TO BE USED, SEE GRADING AND LANDSCAPE PLANS MIN.PLANTING MEDIUM DEPTH 24" WITH A WELL BLENDED MIXTURE (BY VOLUME): 70% HOMOGENOUS CONSTRUCTION SAND 30% ORGANIC COMPOST SEE GRADING PLAN FOR DEPTH PLANT MATERIAL, SEE LANDSCAPE PLAN SIDE SLOPE TREATMENTS, SEE GRADING OR LANDSCAPE PLANS 6" 4" 1.5' UNDERDRAIN GRAVEL BLANKET 1-1.5" DOUBLE WASHED STONE (NON LIMESTONE OR CONCRETE MATERIAL) NON-WOVEN GEOTEXTILE (MnDOT 3733, TYPE 1 - HIGH FLOW RATE) AROUND GRAVEL BLANKET - EXTENDING 1.5' FROM UNDERDRAIN PIPE SIDES PERFORATED UNDERDRAIN OUTLET PIPE 6" DIAMETER RIGID, PERFORRATED PVC. SEE UTILITY PLAN 1 D 12" 3H:1L MAX. BIO-INFILTRATION BASIN (RAIN GARDEN - TYP.) N T S TYPICAL SECTION VIEW 1.INSTALL SILT FENCE AND/OR OR OTHER APPROPRIATE TEMPORARY EROSION CONTROL DEVICES TO PREVENT SEDIMENT FROM LEAVING OR ENTERING THE PRACTICE DURING CONSTRUCTION. 2.ALL DOWN-GRADIENT PERIMETER SEDIMENT CONTROL BMP'S MUST BE IN PLACE BEFORE ANY UP GRADIENT LAND DISTURBING ACTIVITY BEGINS. 3.PERFORM CONTINUOUS INSPECTIONS OF EROSION CONTROL PRACTICES. 4.INSTALL UTILITIES (WATER, SANITARY SEWER, ELECTRIC, PHONE, FIBER OPTIC, ETC) PRIOR TO SETTING FINAL GRADE OF BIORETENTION DEVICE. 5.ROUGH GRADE THE SITE. IF BIORETENTION AREAS ARE BEING USED AS TEMPORARY SEDIMENT BASINS LEAVE A MINIMUM OF 3 FEET OF COVER OVER THE PRACTICE TO PROTECT THE UNDERLYING SOILS FROM CLOGGING. 6.PERFORM ALL OTHER SITE IMPROVEMENTS. 7.PLANT ALL AREAS AFTER DISTURBANCE. 8.CONSTRUCT BIORETENTION DEVICE UPON STABILIZATION OF CONTRIBUTING DRAINAGE AREA. 9.IMPLEMENT TEMPORARY AND PERMANENT EROSION CONTROL PRACTICES. 10.PLANT AND/OR ROCK MULCH BIORETENTION DEVICE. 11.REMOVE TEMPORARY EROSION CONTROL DEVICES AFTER THE CONTRIBUTING DRAINAGE AREA IS ADEQUATELY VEGETATED. GENERAL NOTES 1.IN THE EVENT THAT SEDIMENT IS INTRODUCED INTO THE BMP DURING OR IMMEDIATELY FOLLOWING EXCAVATION, THIS MATERIAL SHALL BE REMOVED FROM THE PRACTICE PRIOR TO CONTINUING CONSTRUCTION. 2.GRADING OF BIORETENTION DEVICES SHALL BE ACCOMPLISHED USING LOW-COMPACTION EARTH-MOVING EQUIPMENT TO PREVENT COMPACTION OF UNDERLYING SOILS. 3.ALL SUB MATERIALS BELOW THE SPECIFIED BIORETENTION DEPTH (ELEVATION) SHALL BE UNDISTURBED, UNLESS OTHERWISE NOTED. CONSTRUCTION SEQUENCING ADJACENT CURB, SEE SITE AND GRADING PLANS GRASS PRE-TREATMENT STRIP OR PRE-TREATMENT STRUCTURE, SEE UTILITY AND LANDSCAPE PLANS UNDISTURBED, UNCOMPACTED INSITU SOIL NET LESS EROSION BLANKET IN BOTTOM OF BASIN. SLIT BLANKET TO ALLOW PLANT MATERIAL SURFACE IF PLUG PLANTING IS TO BE USED, SEE GRADING AND LANDSCAPE PLANS MIN.PLANTING MEDIUM DEPTH 24" WITH A WELL BLENDED MIXTURE (BY VOLUME): 70% HOMOGENOUS CONSTRUCTION SAND 30% ORGANIC COMPOST SEE GRADING PLAN FOR DEPTH PLANT MATERIAL, SEE LANDSCAPE PLAN SIDE SLOPE TREATMENTS, SEE GRADING OR LANDSCAPE PLANS 6-8" CRUSHED ANGULAR RIP RAP IN BOTTOM OF BASIN CONSTRUCTION SAND (UNDER ROCK WINDOW ONLY) MUST OVER EXCAVATE DOWN TO SUITABLE SOILS. FIELD VERIFY WITH SOILS ENGINEER 2 Civil Engineering Surveying Landscape Architecture 5000 Glenwood Avenue Golden Valley, MN 55422 civilsitegroup.com 612-615-0060 COPYRIGHT CIVIL SITE GROUP INC.c PR O J E C T PRE L I M I N A R Y : NOT F O R CON S T R U C T I O N 2023 ISSUE/SUBMITTAL SUMMARY DATE DESCRIPTION 11/18/24 CITY SUBMITTAL PROJECT MANAGER MATT PAVEK CONTACT NUMBER 612-615-0060 X 701 DRAWN BY AM, MD REVIEWED BY MP PROJECT NUMBER 20302 CR E S T W O O D S PR I O R L A K E , M N PR I O R L A K E D E V E L O P M E N T , L L C 74 5 5 F R A N C E A V E N U E S O U T H , S U I T E 3 5 1 , E D I N A , M N 5 5 4 3 5 OW N E R C5.4 CIVIL DETAILS REVISION SUMMARY DATE DESCRIPTION 8"8" TYP. 3 SECTIONS OF FENCING BETWEEN PIERS SPACED 6' O.C. MAX. 5' - 0 " T Y P . 8" 5' - 0 " TY P . 8" ALUMINUM FENCE - 4' HT. N T S 1 4" THICK EXP. JOINT (TYP.) ALUMINUM POST GROUTED IN PLACE 8" CONCRETE POST FOOTING CLASS V AGGREGATE SUBBASE 3-RAIL FLAT TOP (#1230) 48" HT, WITH HEAVY DUTY POSTS, 6' O.C. BY COURTYARD ALUMINUM FENCE SYSTEMS 1 Civil Engineering Surveying Landscape Architecture 5000 Glenwood Avenue Golden Valley, MN 55422 civilsitegroup.com 612-615-0060 COPYRIGHT CIVIL SITE GROUP INC.c PR O J E C T PRE L I M I N A R Y : NOT F O R CON S T R U C T I O N 2023 ISSUE/SUBMITTAL SUMMARY DATE DESCRIPTION 11/18/24 CITY SUBMITTAL PROJECT MANAGER MATT PAVEK CONTACT NUMBER 612-615-0060 X 701 DRAWN BY AM, MD REVIEWED BY MP PROJECT NUMBER 20302 CR E S T W O O D S PR I O R L A K E , M N PR I O R L A K E D E V E L O P M E N T , L L C 74 5 5 F R A N C E A V E N U E S O U T H , S U I T E 3 5 1 , E D I N A , M N 5 5 4 3 5 OW N E R C5.5 CIVIL DETAILS REVISION SUMMARY DATE DESCRIPTION CO U N T Y R O A D N O . 1 8 (C R E S T A V E N U E ) JA C K S O N S T N E WILDFLOWER WAY NE 138T H S T N E MERIDIAN WAY NE APEX WAY NE CA P I T A L C O U R T N E LU P I N E T R A I L N E (A P u b l i c R / W ) (A P u b l i c R / W ) (A P u b l i c R / W ) (A Public R/W) (A Public R/W) (A Pub l i c R / W ) (A Public R/W) (A P u b l i c R / W ) WETLAND (Not Deliniated) WETLAND WETLAND WETLAND WETLAND EDGE OF WATER Edge of Water 8" WM (Per Rec.) 8" WM (Per Rec.) 8" W M (P e r R e c . ) 8" WM (Per Rec.) 8" WM (Per Rec.) 8" WM (Per Rec.) GHOST PLAT FUTURE ROAD CONSTRUCTION LIMITS (TYP.) CONSTRUCTION LIMITS (TYP.) CONSTRUCTION LIMITS (TYP.) CONSTRUCTION LIMITS (TYP.) CONSTRUCTION LIMITS (TYP.) CONSTRUCTION LIMITS (TYP.) Exist. 70 WETLAND 3 WETLAND 4 WETLAND 2 WETLAND 1 WETLAND 7 R R R R OUTLOT B OUTLOT A OUTLOT C OUTLOT D 36'x60' PAD 36'x65' PAD 36'x70' PAD 36'x70' PAD 36'x70' PAD 36'x70' PAD 36'x70' PAD 36'x70' PAD 36'x70' PAD36'x70' PAD 36'x70' PAD 36'x70' PAD 36'x70' PAD 36'x70' PAD 36'x70' PAD 36'x 7 0 ' PAD 36 ' x 7 0 ' PA D 3 6 ' x 7 0 ' P A D 36 ' x 7 0 ' P A D 36 ' x 7 0 ' PA D 36 ' x 7 0 ' PA D 36 ' x 7 0 ' PA D 36 ' x 7 0 ' PA D 36 ' x 7 0 ' PA D 36 ' x 7 0 ' PA D 36 ' x 7 0 ' PA D 36 ' x 7 0 ' PA D 36 ' x 7 0 ' PA D 36 ' x 7 0 ' PA D 36 ' x 7 0 ' PA D 36 ' x 7 0 ' PA D 36 ' x 7 0 ' PA D 36' x 7 0 ' PA D 36' x 7 0 ' PAD 36' x 7 0 ' PA D 36 ' x 7 0 ' PA D 36 ' x 7 0 ' PA D 36 ' x 7 0 ' PA D 36'x70' PAD 36'x70' PAD 36'x70' PAD 36'x70' PAD 36'x70' PAD 36'x70' PAD 36'x70' PAD 36'x70' PAD 36'x70' PAD 36 ' x 7 0 ' PA D 36 ' x 7 0 ' PA D 3 6 ' x 7 0 ' PA D 3 6 ' x 7 0 ' P A D 36'x 7 0 ' PAD 36'x 7 0 ' PAD 36' x 7 0 ' PA D 36' x 7 0 ' PAD 36' x 7 0 ' PAD 36' x 7 0 ' PA D 36' x 7 0 ' PA D 36' x 7 0 ' PAD 36' x 7 0 ' PAD 36' x 7 0 ' PAD 36' x 7 0 ' PAD 36' x 7 0 ' PAD 36' x 7 0 ' PA D 36'x 7 0 ' PAD 50 ' x 5 5 ' PA D 45' x 5 5 ' PA D 45' x 5 5 ' PA D 45'x55' PAD 1 2 3 4 5 6 7 8 9 10 11 12 1 3 1 4 15 16 17 18 19 20 21 22 2324 25 26 2728 29 30 3 1 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 53 54 55 56 57 58 59 60 61 62 63 64 65 66 67 68 69 RRRRR R RR R R R LO WO WO WO WO WO WO R/ W O WO WO LO LO LO LO LO R R R R R R R R R R R R R R R R R R R R R R R R R R R WO WO WO WO WO WO WO WO WO WO WO POND / INFILTRATION BASIN L1.0 LANDSCAPE PLAN- OVERALL Civil Engineering Surveying Landscape Architecture 5000 Glenwood Avenue Golden Valley, MN 55422 civilsitegroup.com 612-615-0060 COPYRIGHT CIVIL SITE GROUP INC.c PR O J E C T PRE L I M I N A R Y : NOT F O R CON S T R U C T I O N 2023 ISSUE/SUBMITTAL SUMMARY DATE DESCRIPTION 11/18/24 CITY SUBMITTAL PROJECT MANAGER MATT PAVEK CONTACT NUMBER 612-615-0060 X 701 DRAWN BY AM, MD REVIEWED BY MP PROJECT NUMBER 20302 CR E S T W O O D S PR I O R L A K E , M N PR I O R L A K E D E V E L O P M E N T , L L C 74 5 5 F R A N C E A V E N U E S O U T H , S U I T E 3 5 1 , E D I N A , M N 5 5 4 3 5 OW N E R 1.THE CONTRACTOR SHALL PROVIDE ONLY PLANT MATERIAL FREE OF NEONICOTINOID BASED INSECTICIDES AND/OR TREATMENTS OF ANY KIND, INCLUDING BY NOT LIMITED TO IMIDACLOPRID (CONFIDOR, ADMIRE, GAUCHO, ADVOCATE), THIAMETHOXAM (ACTARA, PLATINUM, CRUISER), CLOTHIANIDIN (PONCHO, DANTOSU, DANTOP), ACETAMIPRID (MOSPILAN, ASSAIL, CHIPCOTRISTAR), THIACLOPRID (CALYPSO), DINOTEFURAN (STARKLE, SAFARI, VENOM), AND NITENPYRAM (CAPSTAR, GUARDIAN). 2.CONTRACTOR SHALL CERTIFY, THROUGH SUPPLIERS POLICY STATEMENT OR AFFIDAVIT, THAT NO NEONICOTINOID BASED INSECTICIDES HAVE BEEN USED ON SITE OR DIRECTLY ADJACENT TO THE GROWING OR STORAGE PLOTS OF THE SUPPLIED PLANT MATERIAL, INCLUDING THE PLANTING OF AGRICULTURAL (OR OTHER) SEED TREATED WITH NEONICS. POLLINATOR SAFE PLANT MATERIAL: LANDSCAPE NOTES: PROPOSED PERENNIAL PLANT SYMBOLS - SEE PLANT SCHEDULE AND PLAN FOR SPECIES AND PLANTING SIZES PROPOSED DECIDUOUS AND EVERGREEN SHRUB SYMBOLS - SEE PLANT SCHEDULE AND PLAN FOR SPECIES AND PLANTING SIZES PROPOSED ORNAMENTAL TREE SYMBOLS - SEE PLANT SCHEDULE AND PLAN FOR SPECIES AND PLANTING SIZES PROPOSED EVERGREEN TREE SYMBOLS - SEE PLANT SCHEDULE AND PLAN FOR SPECIES AND PLANTING SIZES PROPOSED CANOPY TREE SYMBOLS - SEE PLANT SCHEDULE AND PLAN FOR SPECIES AND PLANTING SIZES LANDSCAPE PLAN LEGEND: EDGING - SHALL BE COMMERCIAL GRADE, 4" DEPTH ALUMINUM, BLACK OR DARK GREEN IN COLOR, INCLUDE ALL CONNECTORS, STAKES, & ALL APPURTENANCES PER MANUF. INSTALL PER MANUF. INSTRUC./SPECS. 1.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 OR REPLACE ANY UTILITIES THAT ARE DAMAGED DURING CONSTRUCTION AT NO COST TO THE OWNER. 2.REFERENCE MULCH SCHEDULE FOR MULCH MATERIALS AND LOCATIONS. 3.ALL TREES SHALL BE MULCHED PER MULCH SCHEDULE TO OUTER EDGE OF SAUCER OR TO EDGE OF PLANTING BED, IF APPLICABLE. ALL MULCH SHALL BE KEPT WITHIN A MINIMUM OF 2" FROM TREE TRUNK. 4.IF SHOWN ON PLAN, RANDOM SIZED LIMESTONE BOULDERS COLOR AND SIZE TO COMPLIMENT NEW LANDSCAPING. OWNER TO APPROVE BOULDER SAMPLES PRIOR TO INSTALLATION. 5.PLANT MATERIALS SHALL CONFORM WITH THE AMERICAN ASSOCIATION OF NURSERYMEN STANDARDS AND SHALL BE OF HARDY STOCK, FREE FROM DISEASE, DAMAGE AND DISFIGURATION. CONTRACTOR IS RESPONSIBLE FOR MAINTAINING PLUMPNESS OF PLANT MATERIAL FOR DURATION OF ACCEPTANCE PERIOD. 6.UPON DISCOVERY OF A DISCREPANCY BETWEEN THE QUANTITY OF PLANTS SHOWN ON THE SCHEDULE AND THE QUANTITY SHOWN ON THE PLAN, THE PLAN SHALL GOVERN. 7.CONDITION OF VEGETATION SHALL BE MONITORED BY THE LANDSCAPE ARCHITECT THROUGHOUT THE DURATION OF THE CONTRACT. LANDSCAPE MATERIALS PART OF THE CONTRACT SHALL BE WARRANTED FOR TWO (2) FULL GROWING SEASONS FROM SUBSTANTIAL COMPLETION DATE. 8.ALL AREAS DISTURBED BY CONSTRUCTION ACTIVITIES SHALL RECEIVE 6" LAYER TOPSOIL AND SOD AS SPECIFIED UNLESS OTHERWISE NOTED ON THE DRAWINGS. 9.COORDINATE LOCATION OF VEGETATION WITH UNDERGROUND AND OVERHEAD UTILITIES, LIGHTING FIXTURES, DOORS AND WINDOWS. CONTRACTOR SHALL STAKE IN THE FIELD FINAL LOCATION OF TREES AND SHRUBS FOR REVIEW AND APPROVAL BY THE LANDSCAPE ARCHITECT PRIOR TO INSTALLATION. 10.ALL PLANT MATERIALS SHALL BE WATERED AND MAINTAINED UNTIL ACCEPTANCE. 11.REPAIR AT NO COST TO OWNER ALL DAMAGE RESULTING FROM LANDSCAPE CONTRACTOR'S ACTIVITIES. 12.SWEEP AND MAINTAIN ALL PAVED SURFACES FREE OF DEBRIS GENERATED FROM LANDSCAPE CONTRACTOR'S ACTIVITIES. 13.PROVIDE WATERING BAGS FOR ALL PROPOSED TREES - SEE DETAILS. MAINTAIN (FILL) BAGS UNTIL OWNER AND CITY ACCEPTANCE IS FINALIZED PLANTING SEASON SCHEDULE SEASON CONIFEROUS DECIDUOUS REMARKS SPRING PLANTING APRIL 15 - JUNE 15 APRIL 15 - JUNE 15 FALL PLANTING AUGUST 21 - SEPTEMBER 30 AUGUST 15 - NOVEMBER 15 NOTE: ADJUSTMENTS TO PLANTING DATES MUST BE APPROVED IN WRITING BY THE LANDSCAPE ARCHITECT. CONSTRUCTION LIMITS REVISION SUMMARY DATE DESCRIPTION Know what's below. before you dig.Call R 0 1" = 100'-0" 100'-0"50'-0" N MULCH SCHEDULE AREA MULCH TYPE EDGING FABRIC REMARKS TREE RINGS 4" DEPTH, SHREDDED CEDAR YES NO SEE DETAIL SHT. L1.1 NATIVE SEED AREAS STRAW NO NO INSTALL PUNCHED STRAW PER SUPPLIER/MANUF. AND/OR MNDOT SEEDING MANUAL NOTE: COORDINATE ALL MULCH AND PLANTING BED MATERIAL PRIOR TO INSTALLATION, PROVIDE SAMPLES AND SHOP DRAWINGS/PHOTOS/DATA SHEETS OF ALL MATERIALS REQUIRED LANDSCAPE CALCULATIONS: SEE SHEETS L1.1 & L1.2 FOR LANDSCAPE PLAN ENLARGEMENTS & DETAILS TREES PER LOT (SINGLE FAMILY & VILLA LOTS) REQ.: 2 TREES PER LOT TOTAL LOTS:29 REQUIRED TREES:58 TREES PER LOT (TOWNHOME LOTS) REQ.: 1 TREES PER LOT TOTAL LOTS:69 REQUIRED TREES:69 BUFFER TREES REQUIRED (SEE CALCS. BELOW)16 REPLACEMENT TREES REQ. (SEE SHEET C1.6 FOR CALCS.):108 TOTAL TREES REQ.:251 TOTAL TREES PROVIDED:251 BUFFER ORNAMENTAL TREES REQUIRED (SEE CALCS. BELOW)31 TOTAL ORNAMENTAL TREES PROVIDED:31 BUFFER SHRUBS REQUIRED (SEE CALCS. BELOW)45 TOTAL SHRUBS PROVIDED:45 JA C K S O N S T N E WILDFLOWER WAY NE (A Public R/W) (A P u b l i c R / W ) WETLAND WETLAND WETLAND EDGE OF WATER Edge of Water 8" WM (Per Rec.) 8" WM (Per Rec.) GHOST PLAT CONSTRUCTION LIMITS (TYP.) CONSTRUCTION LIMITS (TYP.) CONSTRUCTION LIMITS (TYP.) WETLAND 2 WETLAND 1 WETLAND 7 OUTLOT B OUTLOT A OUTLOT C36'x60' PAD 36'x65' PAD 36'x70' PAD 36'x70' PAD 36'x70' PAD 36'x70' PAD 36'x70' PAD 36'x70' PAD 36'x70' PAD36'x70' PAD 36'x70' PAD 36'x70' PAD 36'x70' PAD 36'x70' PAD 36'x70' PAD 36' x 7 0 ' PAD 36 ' x 7 0 ' PA D 3 6 ' x 7 0 ' P A D 36 ' x 7 0 ' P A D 36 ' x 7 0 ' PA D 36 ' x 7 0 ' PA D 36 ' x 7 0 ' PA D 36 ' x 7 0 ' PA D 36 ' x 7 0 ' PA D 36 ' x 7 0 ' PA D 36 ' x 7 0 ' PA D 36 ' x 7 0 ' PA D 36'x70' PAD 36'x70' PAD 36'x70' PAD 36'x70' PAD 36'x70' PAD 36'x70' PAD 36'x70' PAD 36'x70' PAD 36'x70' PAD 36 ' x 7 0 ' PA D 36 ' x 7 0 ' PA D 3 6 ' x 7 0 ' P A D 3 6 ' x 7 0 ' P A D 36'x 7 0 ' PAD 36'x 7 0 ' PAD 36' x 7 0 ' PA D 36' x 7 0 ' PA D 36' x 7 0 ' PA D 36' x 7 0 ' PA D 36' x 7 0 ' PA D 36' x 7 0 ' PA D 36' x 7 0 ' PAD 36' x 7 0 ' PA D 36' x 7 0 ' PA D 36' x 7 0 ' PA D 36' x 7 0 ' PA D 36'x 7 0 ' PAD 1 2 3 4 5 6 7 8 9 10 11 12 1 3 1 4 15 16 17 18 19 20 21 22 2324 25 26 2728 29 30 3 1 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 53 54 RRRRR R RR R R R LO WO WO WO WO WO WO R/ W O WO WO LO LO LO LO LO R R R R R R R R R R R R R R R R R R R R R R R R R R R SEED 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.) 8 - RP 5 - RP 4 - WP 6 - BS 9 - RP 9 - WP 5 - NS 5 - CS 5 - BS 2 - NS 20 - RO 14 - RO 14 - RO 10- SM 10 - SM 11 - SM 20 - SO 19 - RM 4 - HA 3 - HA 7 - BA 4 - BA 8 - BA 1 - BA 3 - BA L1.1 LANDSCAPE PLAN- NORTH Civil Engineering Surveying Landscape Architecture 5000 Glenwood Avenue Golden Valley, MN 55422 civilsitegroup.com 612-615-0060 COPYRIGHT CIVIL SITE GROUP INC.c PR O J E C T PRE L I M I N A R Y : NOT F O R CON S T R U C T I O N 2023 ISSUE/SUBMITTAL SUMMARY DATE DESCRIPTION 11/18/24 CITY SUBMITTAL PROJECT MANAGER MATT PAVEK CONTACT NUMBER 612-615-0060 X 701 DRAWN BY AM, MD REVIEWED BY MP PROJECT NUMBER 20302 CR E S T W O O D S PR I O R L A K E , M N PR I O R L A K E D E V E L O P M E N T , L L C 74 5 5 F R A N C E A V E N U E S O U T H , S U I T E 3 5 1 , E D I N A , M N 5 5 4 3 5 OW N E R REVISION SUMMARY DATE DESCRIPTION Know what's below. before you dig.Call R 0 1" = 50'-0" 50'-0"25'-0" N SEE SHEET L1.0 FOR OVERALL LANDSCAPE PLAN, NOTES, SCHEDULES, AND CALCULATIONS CO U N T Y R O A D N O . 1 8 (C R E S T A V E N U E ) MERIDIAN WAY NE APEX WAY NE CA P I T A L C O U R T N E LU P I N E T R A I L N E (A P u b l i c R / W ) (A P u b l i c R / W ) (A P u b l i c R / W ) (A Public R/W) (A Public R/W) WETLAND (Not Deliniated) WETLAND 8" W M (P e r R e c . ) 8" WM (Per Rec.) 8" WM (Per Rec.) CONSTRUCTION LIMITS (TYP.) CONSTRUCTION LIMITS (TYP.) CONSTRUCTION LIMITS (TYP.) CONSTRUCTION LIMITS (TYP.) Exist. 70 WETLAND 3 WETLAND 4 R R R R OUTLOT D 36 ' x 7 0 ' PA D 36 ' x 7 0 ' PA D 36 ' x 7 0 ' PA D 36 ' x 7 0 ' PA D 36 ' x 7 0 ' PA D 36' x 7 0 ' PA D 36' x 7 0 ' PA D 36' x 7 0 ' PA D 36 ' x 7 0 ' PA D 36 ' x 7 0 ' PA D 36 ' x 7 0 ' PA D 36'x 7 0 ' PAD 36'x 7 0 ' PAD PA D 50 ' x 5 5 ' PA D 45' x 5 5 ' PA D 45' x 5 5 ' PA D 45'x55' PAD 41 42 55 56 57 58 59 60 61 62 63 64 65 66 67 68 69 R R R WO WO WO WO WO WO WO WO WO WO WO POND / INFILTRATION BASIN SEED 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.) 3 - CS 3 - BS 6 - WP 4 - WP 3 - CS 2 - NS 5 - CS 5 - BS 4 - BS 3 - HA 20 - RO 14 - RO 14 - RO 10- SM 10 - SM 7 - SM 11 - SM 4 - BA 9 - CO 9 - CO 5 - CO 5 - CO 8 - RM 2 - RM 14 - RM SEED TYPE 2 (TYP.) SEED TYPE 2 (TYP.) SEED TYPE 2 (TYP.) SEED TYPE 2 (TYP.) SEED TYPE 3 (TYP.) L1.2 LANDSCAPE PLAN- SOUTH & DETAILS Civil Engineering Surveying Landscape Architecture 5000 Glenwood Avenue Golden Valley, MN 55422 civilsitegroup.com 612-615-0060 COPYRIGHT CIVIL SITE GROUP INC.c PR O J E C T PRE L I M I N A R Y : NOT F O R CON S T R U C T I O N 2023 ISSUE/SUBMITTAL SUMMARY DATE DESCRIPTION 11/18/24 CITY SUBMITTAL PROJECT MANAGER MATT PAVEK CONTACT NUMBER 612-615-0060 X 701 DRAWN BY AM, MD REVIEWED BY MP PROJECT NUMBER 20302 CR E S T W O O D S PR I O R L A K E , M N PR I O R L A K E D E V E L O P M E N T , L L C 74 5 5 F R A N C E A V E N U E S O U T H , S U I T E 3 5 1 , E D I N A , M N 5 5 4 3 5 OW N E R REVISION SUMMARY DATE DESCRIPTION Know what's below. before you dig.Call R 0 1" = 50'-0" 50'-0"25'-0" N THREE TIMES WIDTH OF ROOTBALL DRAWN @ ? size DECIDUOUS & CONIFEROUS TREE PLANTING N T S PRUNE AS FIELD DIRECTED BY THE LANDSCAPE ARCHITECT TO IMPROVE APPEARANCE (RETAIN NORMAL TREE SHAPE) STAKING REQUIRED: THREE 2"X4"X8' WOODEN STAKES, STAINED BROWN WITH TWO STRANDS OF WIRE TWISTED TOGETHER. STAKES SHALL BE PLACED AT 120° TO ONE ANOTHER. WIRE SHALL BE THREADED THROUGH NYLON STRAPPING WITH GROMMETS. TRUNK FLARE JUNCTION: PLANT TREE 1"-2" ABOVE EXISTING GRADE MULCH TO OUTER EDGE OF SAUCER OR TO EDGE OF PLANTING BED, IF APPLICABLE. ROCK OR ORGANIC MULCH, SEE GENERAL LANDSCAPE NOTES AND PLAN NOTES FOR MULCH TYPE. KEEP MULCH MIN. 2" FROM PLANT TRUNK EXISTING GRADE CUT AND REMOVE BURLAP FROM TOP 1/3 OF ROOT BALL. IF NON-BIODEGRADABLE, REMOVE COMPLETELY SLOPE SIDES OF HOLE OR VERTICAL SIDES AT EDGE OF PLANTING BED BACKFILL AS SPECIFIED COMPACT BOTTOM OF PIT, TYP. RULE OF THUMB - MODIFY EXCAVATION BASED ON LOCATION OF PLANT MATERIAL AND DESIGN OF BEDS OR OVERALL PLANT PLACEMENT SLOW RELEASE WATERING BAG REQUIRED: INSTALL PER MANU. SPECS./INSTRUCTIONS 1 SEE SHEET L1.0 FOR OVERALL LANDSCAPE PLAN, NOTES, SCHEDULES, AND CALCULATIONS CO U N T Y R O A D N O . 1 8 (C R E S T A V E N U E ) JA C K S O N S T N E WILDFLOWER WAY NE 138T H S T N E MERIDIAN WAY NE APEX WAY NE CA P I T A L C O U R T N E LU P I N E T R A I L N E (A P u b l i c R / W ) (A P u b l i c R / W ) (A P u b l i c R / W ) (A Public R/W) (A Public R/W) (A Pub l i c R / W ) (A Public R/W) (A P u b l i c R / W ) WETLAND WETLAND 8" WM (Per Rec.) 8" WM (Per Rec.) 8" W M (P e r R e c . ) 8" WM (Per Rec.) 8" WM (Per Rec.) 8" WM (Per Rec.) CONSTRUCTION LIMITS (TYP.) CONSTRUCTION LIMITS (TYP.) CONSTRUCTION LIMITS (TYP.) CONSTRUCTION LIMITS (TYP.) CONSTRUCTION LIMITS (TYP.) CONSTRUCTION LIMITS (TYP.) WETLAND 3 WETLAND 4 WETLAND 2 WETLAND 1 WETLAND 7 Civil Engineering Surveying Landscape Architecture 5000 Glenwood Avenue Golden Valley, MN 55422 civilsitegroup.com 612-615-0060 COPYRIGHT CIVIL SITE GROUP INC.c PR O J E C T PRE L I M I N A R Y : NOT F O R CON S T R U C T I O N 2023 ISSUE/SUBMITTAL SUMMARY DATE DESCRIPTION 11/18/24 CITY SUBMITTAL PROJECT MANAGER MATT PAVEK CONTACT NUMBER 612-615-0060 X 701 DRAWN BY AM, MD REVIEWED BY MP PROJECT NUMBER 20302 CR E S T W O O D S PR I O R L A K E , M N PR I O R L A K E D E V E L O P M E N T , L L C 74 5 5 F R A N C E A V E N U E S O U T H , S U I T E 3 5 1 , E D I N A , M N 5 5 4 3 5 OW N E R SW1.0 SWPPP - EXISTING CONDITIONS OVERALL 1. RESERVED FOR CITY SPECIFIC EROSION CONTROL NOTES. CITY OF PRIOR LAKE EROSION CONTROL NOTES: SWPPP LEGEND: EX. 1' CONTOUR ELEVATION INTERVAL INLET PROTECTION STABILIZED CONSTRUCTION ENTRANCE DRAINAGE ARROW SILT FENCE / BIOROLL - GRADING LIMIT 1125 ALL SPECIFIED EROSION AND SEDIMENT CONTROL PRACTICES, AND MEASURES CONTAINED IN THIS SWPPP ARE THE MINIMUM REQUIREMENTS. ADDITIONAL PRACTICES MAY BE REQUIRED DURING THE COURSE OF CONSTRUCTION. REVISION SUMMARY DATE DESCRIPTION 1.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 OR REPLACE ANY UTILITIES THAT ARE DAMAGED DURING CONSTRUCTION AT NO COST TO THE OWNER. 2.THIS PROJECT IS GREATER THAN ONE ACRE AND WILL REQUIRE AN MPCA NPDES PERMIT. CONTRACTOR IS RESPONSIBLE FOR OBTAINING ANY EROSION CONTROL PERMITS REQUIRED BY THE CITY. 3.SEE SHEETS SW1.0 - SW1.9 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's below. before you dig.Call R 0 1" = 100'-0" 100'-0"50'-0" N JA C K S O N S T N E WILDFLOWER WAY NE (A Public R/W) (A P u b l i c R / W ) WETLAND WETLAND 8" WM (Per Rec.) 8" WM (Per Rec.) CONSTRUCTION LIMITS (TYP.) CONSTRUCTION LIMITS (TYP.) CONSTRUCTION LIMITS (TYP.) WETLAND 2 WETLAND 1 WETLAND 7 PERIMETER EROSION CONTROL AT CONSTRUCTION LIMITS, TYP. PERIMETER EROSION CONTROL AT CONSTRUCTION LIMITS, TYP. PERIMETER EROSION CONTROL AT CONSTRUCTION LIMITS, TYP. CONTRACTOR TO PROVIDE INLET PROTECTION AT ALL DOWNSTREAM CATCH BASINS. CONTRACTOR TO PROVIDE INLET PROTECTION AT ALL DOWNSTREAM CATCH BASINS. INLET PROTECTION AT CATCH BASINS, TYP PLACE DOUBLE EROSION CONTROL DEVICE AROUND WETLAND PLACE DOUBLE EROSION CONTROL DEVICE AROUND WETLAND Civil Engineering Surveying Landscape Architecture 5000 Glenwood Avenue Golden Valley, MN 55422 civilsitegroup.com 612-615-0060 COPYRIGHT CIVIL SITE GROUP INC.c PR O J E C T PRE L I M I N A R Y : NOT F O R CON S T R U C T I O N 2023 ISSUE/SUBMITTAL SUMMARY DATE DESCRIPTION 11/18/24 CITY SUBMITTAL PROJECT MANAGER MATT PAVEK CONTACT NUMBER 612-615-0060 X 701 DRAWN BY AM, MD REVIEWED BY MP PROJECT NUMBER 20302 CR E S T W O O D S PR I O R L A K E , M N PR I O R L A K E D E V E L O P M E N T , L L C 74 5 5 F R A N C E A V E N U E S O U T H , S U I T E 3 5 1 , E D I N A , M N 5 5 4 3 5 OW N E R SW1.1 SWPPP - EXISTING CONDITIONS NORTH REVISION SUMMARY DATE DESCRIPTION Know what's below. before you dig.Call R 0 1" = 50'-0" 50'-0"25'-0" N CO U N T Y R O A D N O . 1 8 (C R E S T A V E N U E ) MERIDIAN WAY NE APEX WAY NE CA P I T A L C O U R T N E LU P I N E T R A I L N E (A P u b l i c R / W ) (A P u b l i c R / W ) (A P u b l i c R / W ) (A Public R/W) (A Public R/W) WETLAND 8" W M (P e r R e c . ) 8" WM (Per Rec.) 8" WM (Per Rec.) CONSTRUCTION LIMITS (TYP.) CONSTRUCTION LIMITS (TYP.) CONSTRUCTION LIMITS (TYP.) CONSTRUCTION LIMITS (TYP.) WETLAND 3 WETLAND 4 PERIMETER EROSION CONTROL AT CONSTRUCTION LIMITS, TYP. CONTRACTOR TO PROVIDE INLET PROTECTION AT ALL DOWNSTREAM CATCH BASINS. BASINS. CONTRACTOR TO PROVIDE INLET PROTECTION AT ALL DOWNSTREAM CATCH BASINS. INLET PROTECTION AT CATCH BASINS, TYP INLET PROTECTION AT CATCH BASINS, TYP PERIMETER EROSION CONTROL AT CONSTRUCTION LIMITS, TYP. PLACE DOUBLE EROSION CONTROL DEVICE AROUND WETLAND PLACE DOUBLE EROSION CONTROL DEVICE AROUND WETLAND Civil Engineering Surveying Landscape Architecture 5000 Glenwood Avenue Golden Valley, MN 55422 civilsitegroup.com 612-615-0060 COPYRIGHT CIVIL SITE GROUP INC.c PR O J E C T PRE L I M I N A R Y : NOT F O R CON S T R U C T I O N 2023 ISSUE/SUBMITTAL SUMMARY DATE DESCRIPTION 11/18/24 CITY SUBMITTAL PROJECT MANAGER MATT PAVEK CONTACT NUMBER 612-615-0060 X 701 DRAWN BY AM, MD REVIEWED BY MP PROJECT NUMBER 20302 CR E S T W O O D S PR I O R L A K E , M N PR I O R L A K E D E V E L O P M E N T , L L C 74 5 5 F R A N C E A V E N U E S O U T H , S U I T E 3 5 1 , E D I N A , M N 5 5 4 3 5 OW N E R SW1.2 SWPPP - EXISTING CONDITIONS SOUTH REVISION SUMMARY DATE DESCRIPTION Know what's below. before you dig.Call R 0 1" = 50'-0" 50'-0"25'-0" N CO U N T Y R O A D N O . 1 8 (C R E S T A V E N U E ) JA C K S O N S T N E WILDFLOWER WAY NE 138T H S T N E MERIDIAN WAY NE APEX WAY NE CA P I T A L C O U R T N E LU P I N E T R A I L N E (A P u b l i c R / W ) (A P u b l i c R / W ) (A P u b l i c R / W ) (A Public R/W) (A Public R/W) (A Pub l i c R / W ) (A Public R/W) (A P u b l i c R / W ) WETLAND (Not Deliniated) WETLAND WETLAND WETLAND WETLAND EDGE OF WATER Edge of Water 8" WM (Per Rec.) 8" WM (Per Rec.) 8" W M (P e r R e c . ) 8" WM (Per Rec.) 8" WM (Per Rec.) 8" WM (Per Rec.) GHOST PLAT FUTURE ROAD CONSTRUCTION LIMITS (TYP.) CONSTRUCTION LIMITS (TYP.) CONSTRUCTION LIMITS (TYP.) CONSTRUCTION LIMITS (TYP.) CONSTRUCTION LIMITS (TYP.) CONSTRUCTION LIMITS (TYP.) EOF 1002.00 EOF 1015.00 EOF 1015.33 EOF 994.47 EOF 986.60 EOF 990.60 MA I N T E N A N C E A C C E S S MA I N T E N A N C E A C C E S S EOF 998.80 EOF 1001.23 EO F 10 1 4 . 0 6 EOF 998.40 EOF 998.70 EOF 101 2 . 2 9 WETLAND 3 WETLAND 4 WETLAND 2 WETLAND 1 WETLAND 7 36'x60' PAD 36'x65' PAD 36'x70' PAD 36'x70' PAD 36'x70' PAD 36'x70' PAD 36'x70' PAD 36'x70' PAD 36'x70' PAD36'x70' PAD 36'x70' PAD 36'x70' PAD 36'x70' PAD 36'x70' PAD 36'x70' PAD 36'x 7 0 ' PAD 36 ' x 7 0 ' PA D 3 6 ' x 7 0 ' P A D 36 ' x 7 0 ' P A D 36 ' x 7 0 ' PA D 36 ' x 7 0 ' PA D 36 ' x 7 0 ' PA D 36 ' x 7 0 ' PA D 36 ' x 7 0 ' PA D 36 ' x 7 0 ' PA D 36 ' x 7 0 ' PA D 36 ' x 7 0 ' PA D 36 ' x 7 0 ' PA D 36 ' x 7 0 ' PA D 36 ' x 7 0 ' PA D 36 ' x 7 0 ' PA D 36 ' x 7 0 ' PA D 36' x 7 0 ' PA D 36' x 7 0 ' PAD 36' x 7 0 ' PA D 36 ' x 7 0 ' PA D 36 ' x 7 0 ' PA D 36 ' x 7 0 ' PA D 36'x70' PAD 36'x70' PAD 36'x70' PAD 36'x70' PAD 36'x70' PAD 36'x70' PAD 36'x70' PAD 36'x70' PAD 36'x70' PAD 36 ' x 7 0 ' PA D 36 ' x 7 0 ' PA D 3 6 ' x 7 0 ' PA D 3 6 ' x 7 0 ' P A D 36'x 7 0 ' PAD 36'x 7 0 ' PAD 36' x 7 0 ' PA D 36' x 7 0 ' PAD 36' x 7 0 ' PAD 36' x 7 0 ' PA D 36' x 7 0 ' PA D 36' x 7 0 ' PAD 36' x 7 0 ' PAD 36' x 7 0 ' PAD 36' x 7 0 ' PAD 36' x 7 0 ' PAD 36' x 7 0 ' PA D 36'x 7 0 ' PAD 50 ' x 5 5 ' PA D 45' x 5 5 ' PA D 45' x 5 5 ' PA D 45'x55' PAD POND / INFILTRATION BASIN INLET PROTECTION AT CATCH BASINS, TYP INLET PROTECTION AT CATCH BASINS, TYP INLET PROTECTION AT CATCH BASINS, TYP INLET PROTECTION AT CATCH BASINS, TYP INLET PROTECTION AT CATCH BASINS, TYPINLET PROTECTION AT CATCH BASINS, TYP PLACE DOUBLE EROSION CONTROL DEVICE AROUND WETLAND PLACE EROSION CONTROL BLANKET ON ALL SLOPES 4:1 OR STEEPER, TYP. (MNDOT CATEGORY 3) PLACE EROSION CONTROL BLANKET ON ALL SLOPES 4:1 OR STEEPER, TYP. (MNDOT CATEGORY 3) Civil Engineering Surveying Landscape Architecture 5000 Glenwood Avenue Golden Valley, MN 55422 civilsitegroup.com 612-615-0060 COPYRIGHT CIVIL SITE GROUP INC.c PR O J E C T PRE L I M I N A R Y : NOT F O R CON S T R U C T I O N 2023 ISSUE/SUBMITTAL SUMMARY DATE DESCRIPTION 11/18/24 CITY SUBMITTAL PROJECT MANAGER MATT PAVEK CONTACT NUMBER 612-615-0060 X 701 DRAWN BY AM, MD REVIEWED BY MP PROJECT NUMBER 20302 CR E S T W O O D S PR I O R L A K E , M N PR I O R L A K E D E V E L O P M E N T , L L C 74 5 5 F R A N C E A V E N U E S O U T H , S U I T E 3 5 1 , E D I N A , M N 5 5 4 3 5 OW N E R SW1.3 SWPPP - PROPOSED CONDITIONS OVERALL 1. RESERVED FOR CITY SPECIFIC EROSION CONTROL NOTES. CITY OF PRIOR LAKE EROSION CONTROL NOTES: SWPPP LEGEND: INLET PROTECTION STABILIZED CONSTRUCTION ENTRANCE DRAINAGE ARROW 1.0' CONTOUR ELEVATION INTERVAL SILT FENCE / BIOROLL - GRADING LIMIT EROSION CONTROL BLANKET 1137 REVISION SUMMARY DATE DESCRIPTION 1.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 OR REPLACE ANY UTILITIES THAT ARE DAMAGED DURING CONSTRUCTION AT NO COST TO THE OWNER. 2.THIS PROJECT IS GREATER THAN ONE ACRE AND WILL REQUIRE AN MPCA NPDES PERMIT. CONTRACTOR IS RESPONSIBLE FOR OBTAINING ANY EROSION CONTROL PERMITS REQUIRED BY THE CITY. 3.SEE SHEETS SW1.0 - SW1.9 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:ALL SPECIFIED EROSION AND SEDIMENT CONTROL PRACTICES, AND MEASURES CONTAINED IN THIS SWPPP ARE THE MINIMUM REQUIREMENTS. ADDITIONAL PRACTICES MAY BE REQUIRED DURING THE COURSE OF CONSTRUCTION. EX. 1' CONTOUR ELEVATION INTERVAL1125 Know what's below. before you dig.Call R 0 1" = 100'-0" 100'-0"50'-0" N JA C K S O N S T N E WILDFLOWER WAY NE (A Public R/W) (A P u b l i c R / W ) WETLAND WETLAND WETLAND EDGE OF WATER Edge of Water 8" WM (Per Rec.) 8" WM (Per Rec.) GHOST PLAT CONSTRUCTION LIMITS (TYP.) CONSTRUCTION LIMITS (TYP.) CONSTRUCTION LIMITS (TYP.) EOF 1015.33 EOF 994.47 EOF 986.60 EOF 990.60 MA I N T E N A N C E A C C E S S EOF 1001.23 EOF 998.40 WETLAND 2 WETLAND 1 WETLAND 7 36'x60' PAD 36'x65' PAD 36'x70' PAD 36'x70' PAD 36'x70' PAD 36'x70' PAD 36'x70' PAD 36'x70' PAD 36'x70' PAD36'x70' PAD 36'x70' PAD 36'x70' PAD 36'x70' PAD 36'x70' PAD 36'x70' PAD 36' x 7 0 ' PAD 36 ' x 7 0 ' PA D 3 6 ' x 7 0 ' P A D 36 ' x 7 0 ' P A D 36 ' x 7 0 ' PA D 36 ' x 7 0 ' PA D 36 ' x 7 0 ' PA D 36 ' x 7 0 ' PA D 36 ' x 7 0 ' PA D 36 ' x 7 0 ' PA D 36 ' x 7 0 ' PA D 36 ' x 7 0 ' PA D 36'x70' PAD 36'x70' PAD 36'x70' PAD 36'x70' PAD 36'x70' PAD 36'x70' PAD 36'x70' PAD 36'x70' PAD 36'x70' PAD 36 ' x 7 0 ' PA D 36 ' x 7 0 ' PA D 3 6 ' x 7 0 ' P A D 3 6 ' x 7 0 ' P A D 36'x 7 0 ' PAD 36'x 7 0 ' PAD 36' x 7 0 ' PA D 36' x 7 0 ' PA D 36' x 7 0 ' PA D 36' x 7 0 ' PA D 36' x 7 0 ' PA D 36' x 7 0 ' PA D 36' x 7 0 ' PAD 36' x 7 0 ' PA D 36' x 7 0 ' PA D 36' x 7 0 ' PA D 36' x 7 0 ' PA D 36'x 7 0 ' PAD PERIMETER EROSION CONTROL AT CONSTRUCTION LIMITS, TYP. PERIMETER EROSION CONTROL AT CONSTRUCTION LIMITS, TYP. PERIMETER EROSION CONTROL AT CONSTRUCTION LIMITS, TYP. CONTRACTOR TO PROVIDE INLET PROTECTION AT ALL DOWNSTREAM CATCH BASINS. CONTRACTOR TO PROVIDE INLET PROTECTION AT ALL DOWNSTREAM CATCH BASINS. INLET PROTECTION AT CATCH BASINS, TYP INLET PROTECTION AT CATCH BASINS, TYP PLACE DOUBLE EROSION CONTROL DEVICE AROUND WETLAND PLACE DOUBLE EROSION CONTROL DEVICE AROUND WETLAND PLACE EROSION CONTROL BLANKET ON ALL SLOPES 4:1 OR STEEPER, TYP. (MNDOT CATEGORY 3) Civil Engineering Surveying Landscape Architecture 5000 Glenwood Avenue Golden Valley, MN 55422 civilsitegroup.com 612-615-0060 COPYRIGHT CIVIL SITE GROUP INC.c PR O J E C T PRE L I M I N A R Y : NOT F O R CON S T R U C T I O N 2023 ISSUE/SUBMITTAL SUMMARY DATE DESCRIPTION 11/18/24 CITY SUBMITTAL PROJECT MANAGER MATT PAVEK CONTACT NUMBER 612-615-0060 X 701 DRAWN BY AM, MD REVIEWED BY MP PROJECT NUMBER 20302 CR E S T W O O D S PR I O R L A K E , M N PR I O R L A K E D E V E L O P M E N T , L L C 74 5 5 F R A N C E A V E N U E S O U T H , S U I T E 3 5 1 , E D I N A , M N 5 5 4 3 5 OW N E R SW1.4 SWPPP - PROPOSED CONDITIONS NORTH REVISION SUMMARY DATE DESCRIPTION Know what's below. before you dig.Call R 0 1" = 50'-0" 50'-0"25'-0" N CO U N T Y R O A D N O . 1 8 (C R E S T A V E N U E ) MERIDIAN WAY NE APEX WAY NE CA P I T A L C O U R T N E LU P I N E T R A I L N E (A P u b l i c R / W ) (A P u b l i c R / W ) (A P u b l i c R / W ) (A Public R/W) (A Public R/W) WETLAND (Not Deliniated) WETLAND 8" W M (P e r R e c . ) 8" WM (Per Rec.) 8" WM (Per Rec.) CONSTRUCTION LIMITS (TYP.) CONSTRUCTION LIMITS (TYP.) CONSTRUCTION LIMITS (TYP.) CONSTRUCTION LIMITS (TYP.) EOF 1002.00 EOF 1015.00 MA I N T E N A N C E A C C E S S EOF 998.80 EO F 10 1 4 . 0 6 EOF 998.70 EOF 101 2 . 2 9 WETLAND 3 WETLAND 4 36 ' x 7 0 ' PA D 36 ' x 7 0 ' PA D 36 ' x 7 0 ' PA D 36 ' x 7 0 ' PA D 36 ' x 7 0 ' PA D 36' x 7 0 ' PA D 36' x 7 0 ' PA D 36' x 7 0 ' PA D 36 ' x 7 0 ' PA D 36 ' x 7 0 ' PA D 36 ' x 7 0 ' PA D 36'x 7 0 ' PAD 36'x 7 0 ' PAD PA D 50 ' x 5 5 ' PA D 45' x 5 5 ' PA D 45' x 5 5 ' PA D 45'x55' PAD POND / INFILTRATION BASIN PERIMETER EROSION CONTROL AT CONSTRUCTION LIMITS, TYP. CONTRACTOR TO PROVIDE INLET PROTECTION AT ALL DOWNSTREAM CATCH BASINS. BASINS. CONTRACTOR TO PROVIDE INLET PROTECTION AT ALL DOWNSTREAM CATCH BASINS. INLET PROTECTION AT CATCH BASINS, TYPINLET PROTECTION AT CATCH BASINS, TYP INLET PROTECTION AT CATCH BASINS, TYPINLET PROTECTION AT CATCH BASINS, TYP PERIMETER EROSION CONTROL AT CONSTRUCTION LIMITS, TYP. PLACE DOUBLE EROSION CONTROL DEVICE AROUND WETLAND PLACE DOUBLE EROSION CONTROL DEVICE AROUND WETLAND PLACE DOUBLE EROSION CONTROL DEVICE AROUND WETLAND PLACE EROSION CONTROL BLANKET ON ALL SLOPES 4:1 OR STEEPER, TYP. (MNDOT CATEGORY 3) Civil Engineering Surveying Landscape Architecture 5000 Glenwood Avenue Golden Valley, MN 55422 civilsitegroup.com 612-615-0060 COPYRIGHT CIVIL SITE GROUP INC.c PR O J E C T PRE L I M I N A R Y : NOT F O R CON S T R U C T I O N 2023 ISSUE/SUBMITTAL SUMMARY DATE DESCRIPTION 11/18/24 CITY SUBMITTAL PROJECT MANAGER MATT PAVEK CONTACT NUMBER 612-615-0060 X 701 DRAWN BY AM, MD REVIEWED BY MP PROJECT NUMBER 20302 CR E S T W O O D S PR I O R L A K E , M N PR I O R L A K E D E V E L O P M E N T , L L C 74 5 5 F R A N C E A V E N U E S O U T H , S U I T E 3 5 1 , E D I N A , M N 5 5 4 3 5 OW N E R SW1.5 SWPPP - PROPOSED CONDITIONS SOUTH REVISION SUMMARY DATE DESCRIPTION Know what's below. before you dig.Call R 0 1" = 50'-0" 50'-0"25'-0" N Civil Engineering Surveying Landscape Architecture 5000 Glenwood Avenue Golden Valley, MN 55422 civilsitegroup.com 612-615-0060 COPYRIGHT CIVIL SITE GROUP INC.c PR O J E C T PRE L I M I N A R Y : NOT F O R CON S T R U C T I O N 2023 ISSUE/SUBMITTAL SUMMARY DATE DESCRIPTION 11/18/24 CITY SUBMITTAL PROJECT MANAGER MATT PAVEK CONTACT NUMBER 612-615-0060 X 701 DRAWN BY AM, MD REVIEWED BY MP PROJECT NUMBER 20302 CR E S T W O O D S PR I O R L A K E , M N PR I O R L A K E D E V E L O P M E N T , L L C 74 5 5 F R A N C E A V E N U E S O U T H , S U I T E 3 5 1 , E D I N A , M N 5 5 4 3 5 OW N E R SW1.6 SWPPP - DETAILS REVISION SUMMARY DATE DESCRIPTION NOTES: 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 SYSTEM AFTER EACH STORM EVENT AND AT THE COMPLETION OF THE CONTRACT. 3. CONTRACTOR SHALL USE DANDY SACK OR APPROVED EQUIVALENT FOR STRUCTURES WITHOUT CURBING. CURB INLET SACK N T S OVERFLOW IS 12 OF THE CURB BOX HEIGHT OVERFLOW AT TOP OF FILTER ASSEMBLY EXISTING CURB, PLATE, BOX, AND GRATE DANDY CURB SACK OR APPROVED EQUIVALENT HIGH-FLOW FABRIC 1 DIRECTION OF FLOW SEDIMENT BIO-ROLL / COMPOST FILTER LOG N T S NOTE: 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 NECESSARY BY SITE CONTRACTOR TO MAINTAIN PROPER FUNCTION. 8" M I N . EXISTING GROUND SURFACE WOODEN STAKES 1/2"X2"X16" MIN. PLACED 10' O.C. WHEN INSTALLED ON GROUND. IF INSTALLED ON PVMT. PROVIDE SANDBAGS BEHIND AND ON TOP AT MIN. 10' O.C. FILTER FABRIC AS SPECIFIED FILLER AS SPECIFIED FILL UPSTREAM BASE EDGE WITH 2" OF DIRT OR COMPOST TO EMBED ROLL. 2 = DIRECTION OF SURFACE FLOW PLAN INLET PROTECTION ROCK FILTER N T S PROPOSED FUTURE CURB AGGREGATE BASE 1 1 2" WASHED GRAVEL FILTER AGGREGATE BACKFILL STEEL PLATE IN PLACE CATCHBASIN 8-12" MINIMUM DEPTH 3 SW1.7 SWPPP - NARRATIVE OWNER INFORMATIONTRAINING SECTION 21 PARTY RESPONSIBLE FOR LONG TERM OPERATION AND MAINTENANCE OF PERMANENT STORM WATER MANAGEMENT SYSTEM PERMANENT STORMWATER MANAGEMENT IS REQUIRED AS PART OF THIS PROJECT TO MEET NPDES PERMIT REQUIREMENTS. THE PROPERTY OWNER IS RESPONSIBLE FOR THE LONG TERM OPERATION AND MAINTENANCE OF THE PROPOSED STORMWATER SYSTEM. AREAS AND QUANTITIES: SWPPP CONTACT PERSON CONTRACTOR:SWPPP INSPECTOR TRAINING: ALL SWPPP INSPECTIONS MUST BE PERFORMED BY A PERSON THAT MEETS THE TRAINING REQUIREMENTS OF THE NPDES CONSTRUCTION SITE PERMIT. TRAINING CREDENTIALS SHALL BE PROVIDED BY THE CONTRACTOR AND KEPT ON SITE WITH THE SWPPP NOTE: QUANTITIES ARE FOR INFORMATIONAL PURPOSES ONLY. CONTRACTOR SHALL DETERMINE FOR THEMSELVES THE EXACT QUANTITIES FOR BIDDING AND CONSTRUCTION. 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. THE CONTRACTOR 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 DOCUMENT ATTACHMENT B. CONSTRUCTION STORMWATER INSPECTION CHECKLIST ATTACHMENT C. MAINTENANCE PLAN FOR PERMANENT STORM WATER TREATMENT SYSTEMS ATTACHMENT 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. THE CONTRACTOR AND ALL SUBCONTRACTORS INVOLVED WITH A CONSTRUCTION ACTIVITY THAT DISTURBS SITE SOIL OR WHO 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) GENERAL PERMIT (DATED AUGUST 1, 2018 # MNR100001) AND ANY LOCAL GOVERNING AGENCY HAVING JURISDICTION CONCERNING EROSION AND SEDIMENTATION CONTROL. STORMWATER DISCHARGE DESIGN REQUIREMENTS SWPPP THE NATURE OF THIS PROJECT WILL BE CONSISTENT WITH WHAT IS REPRESENTED IN THIS SET OF CONSTRUCTION PLANS AND SPECIFICATIONS. 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 AND PERMANENT EROSION PREVENTION AND SEDIMENT CONTROL BMP'S. STANDARD DETAILS ARE ATTACHED TO THIS SWPPP DOCUMENT. THE INTENDED SEQUENCING OF MAJOR CONSTRUCTION ACTIVITIES IS AS FOLLOWS: 1. INSTALL STABILIZED ROCK CONSTRUCTION ENTRANCE 2. INSTALLATION OF SILT FENCE AROUND SITE 3. INSTALL ORANGE CONSTRUCTION FENCING AROUND INFILTRATION AREAS 4. INSTALL INLET PROTECTION AT ALL ADJACENT AND DOWNSTREAM CATCH BASINS 5. CLEAR AND GRUB FOR TEMPORARY SEDIMENT BASIN / POND INSTALL 6. CONSTRUCT TEMPORARY SEDIMENT BASIN / POND (SECTION 14) 7. CLEAR AND GRUB REMAINDER OF SITE 8. STRIP AND STOCKPILE TOPSOIL 9. ROUGH GRADING OF SITE 10. STABILIZE DENUDED AREAS AND STOCKPILES 11. INSTALL SANITARY SEWER, WATER MAIN STORM SEWER AND SERVICES 12. INSTALL SILT FENCE / INLET PROTECTION AROUND CB'S 13. INSTALL STREET SECTION 14. INSTALL CURB AND GUTTER 15. BITUMINOUS ON STREETS 16. FINAL GRADE BOULEVARD, INSTALL SEED AND MULCH 17. REMOVE ACCUMULATED SEDIMENT FROM BASIN / POND 18. 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 BE KEPT AT THE SITE DURING CONSTRUCTION BY THE PERMITTEE WHO HAS OPERATIONAL CONTROL OF THAT PORTION OF THE SITE. 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) YEARS AFTER SUBMITTAL OF THE NOT AS OUTLINED IN SECTION 4. THIS DOES NOT INCLUDE ANY RECORDS AFTER SUBMITTAL OF THE NOT. 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, INSPECTIONS AND MAINTENANCE); 4.ALL PERMANENT OPERATION AND MAINTENANCE AGREEMENTS THAT HAVE BEEN IMPLEMENTED, INCLUDING ALL RIGHT OF WAY, CONTRACTS, COVENANTS AND OTHER BINDING REQUIREMENTS REGARDING PERPETUAL MAINTENANCE; AND 5.ALL REQUIRED CALCULATIONS FOR DESIGN OF THE TEMPORARY AND PERMANENT STORMWATER MANAGEMENT SYSTEMS. 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 OF ALL OF THE CONTRACTOR'S SUBCONTRACTORS. 3.CONTRACTOR SHALL PROVIDE A PERSON(S) KNOWLEDGEABLE AND EXPERIENCED IN THE APPLICATION OF EROSION PREVENTION AND SEDIMENT CONTROL BMPS TO OVERSEE ALL INSTALLATION AND MAINTENANCE OF BMPS AND IMPLEMENTATION OF THE SWPPP. 4.CONTRACTOR SHALL PROVIDE PERSON(S) MEETING THE TRAINING REQUIREMENTS OF THE NPDES PERMIT TO CONDUCT INSPECTION AND MAINTENANCE OF ALL EROSION PREVENTION AND SEDIMENT CONTROL BMPS IN ACCORDANCE WITH THE REQUIREMENTS OF THE PERMIT. ONE OF THESE INDIVIDUAL(S) MUST BE AVAILABLE FOR AN ONSITE INSPECTION WITHIN 72 HOURS UPON REQUEST BY MPCA. CONTRACTOR SHALL PROVIDE TRAINING DOCUMENTATION FOR THESE INDIVIDUAL(S) AS REQUIRED BY THE NPDES PERMIT. THIS TRAINING DOCUMENTATION SHALL BE RECORDED IN OR WITH THE SWPPP BEFORE THE START OF CONSTRUCTION OR AS SOON AS THE PERSONNEL FOR THE PROJECT HAVE BEEN DETERMINED. DOCUMENTATION SHALL INCLUDE: 4.1.NAMES OF THE PERSONNEL ASSOCIATED WITH THE PROJECT THAT ARE REQUIRED TO BE TRAINED PER SECTION 21 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 IS EXPECTED TO FURNISH LONG TERM OPERATION AND MAINTENANCE (O & M) OF THE PERMANENT STORM WATER MANAGEMENT SYSTEM. CONSTRUCTION ACTIVITY REQUIREMENTS SWPPP AMENDMENTS (SECTION 6): 1.ONE OF THE INDIVIDUALS DESCRIBED IN ITEM 21.2.A OR ITEM 21.2.B OR ANOTHER QUALIFIED INDIVIDUAL MUST COMPLETE ALL SWPPP CHANGES. CHANGES INVOLVING THE USE OF A LESS STRINGENT BMP MUST INCLUDE A JUSTIFICATION DESCRIBING 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 CORRECT PROBLEMS 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 OF POLLUTANTS TO SURFACE WATERS OR GROUNDWATER. 3.PERMITTEES MUST AMEND THE SWPPP TO INCLUDE ADDITIONAL OR MODIFIED BMPS AS NECESSARY TO CORRECT PROBLEMS IDENTIFIED OR ADDRESS SITUATIONS WHENEVER INSPECTIONS OR INVESTIGATIONS BY THE SITE OWNER OR OPERATOR, USEPA OR MPCA OFFICIALS INDICATE THE SWPPP IS NOT EFFECTIVE IN ELIMINATING OR SIGNIFICANTLY MINIMIZING THE DISCHARGE OF POLLUTANTS TO SURFACE WATERS OR GROUNDWATER OR THE DISCHARGES ARE CAUSING 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 AN APPROPRIATE AND FUNCTIONAL MANNER AND IN ACCORDANCE WITH RELEVANT MANUFACTURER SPECIFICATIONS AND ACCEPTED 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. WHEN STEEP SLOPES MUST BE DISTURBED, PERMITTEES MUST USE TECHNIQUES SUCH AS PHASING AND STABILIZATION PRACTICES DESIGNED FOR STEEP SLOPES (E.G., SLOPE DRAINING AND TERRACING). 3.PERMITTEES MUST STABILIZE ALL EXPOSED SOIL AREAS, INCLUDING STOCKPILES. STABILIZATION MUST BE INITIATED IMMEDIATELY TO LIMIT SOIL EROSION WHEN CONSTRUCTION ACTIVITY HAS PERMANENTLY OR TEMPORARILY CEASED ON ANY PORTION OF THE SITE AND WILL NOT RESUME FOR A PERIOD EXCEEDING 7 CALENDAR DAYS. STABILIZATION MUST BE COMPLETED NO LATER THAN 7 CALENDAR DAYS AFTER THE CONSTRUCTION ACTIVITY HAS CEASED. STABILIZATION IS NOT REQUIRED ON CONSTRUCTED BASE COMPONENTS OF ROADS, PARKING LOTS AND SIMILAR SURFACES. STABILIZATION IS NOT REQUIRED ON TEMPORARY STOCKPILES WITHOUT SIGNIFICANT SILT, CLAY OR ORGANIC COMPONENTS (E.G., CLEAN AGGREGATE STOCKPILES, DEMOLITION CONCRETE STOCKPILES, SAND STOCKPILES) BUT PERMITTEES MUST PROVIDE SEDIMENT CONTROLS AT THE BASE OF THE STOCKPILE. 4.FOR PUBLIC WATERS THAT THE MINNESOTA DNR HAS PROMULGATED "WORK IN WATER RESTRICTIONS" DURING SPECIFIED FISH SPAWNING TIME FRAMES, PERMITTEES MUST COMPLETE STABILIZATION OF ALL EXPOSED SOIL AREAS WITHIN 200 FEET OF THE WATER'S EDGE, AND THAT DRAIN TO THESE WATERS, WITHIN 24 HOURS DURING THE RESTRICTION PERIOD. 5.PERMITTEES MUST STABILIZE THE NORMAL WETTED PERIMETER OF THE LAST 200 LINEAR FEET OF TEMPORARY OR PERMANENT DRAINAGE DITCHES OR SWALES THAT DRAIN WATER FROM THE SITE WITHIN 24 HOURS AFTER CONNECTING TO A SURFACE WATER OR PROPERTY EDGE. PERMITTEES MUST COMPLETE STABILIZATION OF REMAINING PORTIONS OF TEMPORARY OR PERMANENT DITCHES OR SWALES WITHIN 7 CALENDAR DAYS AFTER CONNECTING TO A SURFACE WATER OR PROPERTY EDGE AND CONSTRUCTION IN THAT PORTION OF THE DITCH TEMPORARILY OR PERMANENTLY CEASES. 6.TEMPORARY OR PERMANENT DITCHES OR SWALES BEING USED AS A SEDIMENT CONTAINMENT SYSTEM DURING CONSTRUCTION (WITH PROPERLY DESIGNED ROCK-DITCH CHECKS, BIO ROLLS, SILT DIKES, ETC.) DO NOT NEED TO BE STABILIZED. PERMITTEES MUST STABILIZE THESE AREAS WITHIN 24 HOURS AFTER THEIR USE AS A SEDIMENT CONTAINMENT SYSTEM CEASES 7.PERMITTEES MUST NOT USE MULCH, HYDROMULCH, TACKIFIER, POLYACRYLAMIDE OR SIMILAR EROSION PREVENTION PRACTICES WITHIN ANY PORTION OF THE NORMAL WETTED PERIMETER OF A TEMPORARY OR PERMANENT DRAINAGE DITCH 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 HOURS AFTER 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 IN ACCORDANCE WITH SECTION 11. SEDIMENT CONTROL (SECTION 9): 1.PERMITTEES MUST ESTABLISH SEDIMENT CONTROL BMPS ON ALL DOWNGRADIENT PERIMETERS OF THE SITE AND DOWNGRADIENT 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 MUST INSTALL SEDIMENT CONTROL PRACTICES BEFORE ANY UPGRADIENT LAND-DISTURBING ACTIVITIES BEGIN AND MUST KEEP THE SEDIMENT CONTROL PRACTICES IN PLACE UNTIL THEY ESTABLISH PERMANENT COVER. 2.IF DOWNGRADIENT SEDIMENT CONTROLS ARE OVERLOADED, BASED ON FREQUENT FAILURE OR EXCESSIVE MAINTENANCE REQUIREMENTS, PERMITTEES MUST INSTALL ADDITIONAL UPGRADIENT SEDIMENT CONTROL PRACTICES OR REDUNDANT BMPS TO ELIMINATE THE OVERLOADING AND AMEND THE SWPPP TO IDENTIFY THESE ADDITIONAL PRACTICES AS REQUIRED IN ITEM 6.3. 3.TEMPORARY OR PERMANENT DRAINAGE DITCHES AND SEDIMENT BASINS DESIGNED AS PART OF A SEDIMENT CONTAINMENT SYSTEM (E.G., DITCHES WITH ROCK-CHECK DAMS) REQUIRE SEDIMENT CONTROL PRACTICES ONLY AS APPROPRIATE FOR SITE CONDITIONS. 4.A FLOATING SILT CURTAIN PLACED IN THE WATER IS NOT A SEDIMENT CONTROL BMP TO SATISFY ITEM 9.2 EXCEPT WHEN WORKING 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 AN UPLAND 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 ACCOMMODATE SHORT-TERM ACTIVITIES SUCH AS CLEARING OR GRUBBING, OR PASSAGE OF VEHICLES, IMMEDIATELY AFTER THE SHORT-TERM ACTIVITY IS COMPLETED. PERMITTEES MUST RE-INSTALL SEDIMENT CONTROL PRACTICES BEFORE THE NEXT 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 THEY ESTABLISH 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. STREET FLOODING/FREEZING) IS IDENTIFIED BY THE PERMITTEES OR THE JURISDICTIONAL AUTHORITY (E.G., CITY/COUNTY/TOWNSHIP/MINNESOTA DEPARTMENT OF TRANSPORTATION ENGINEER). PERMITTEES MUST DOCUMENT THE NEED FOR REMOVAL IN THE SWPPP. 8.PERMITTEES MUST PROVIDE SILT FENCE OR OTHER EFFECTIVE SEDIMENT CONTROLS AT THE BASE OF STOCKPILES ON THE DOWNGRADIENT PERIMETER. 9.PERMITTEES MUST LOCATE STOCKPILES OUTSIDE OF NATURAL BUFFERS OR SURFACE WATERS, INCLUDING STORMWATER CONVEYANCES SUCH AS CURB AND GUTTER SYSTEMS UNLESS THERE IS A BYPASS IN PLACE FOR THE STORMWATER. 10. PERMITTEES MUST INSTALL A VEHICLE TRACKING BMP TO MINIMIZE THE TRACK OUT OF SEDIMENT FROM THE CONSTRUCTION SITE OR ONTO PAVED ROADS WITHIN THE SITE. 11. PERMITTEES MUST USE STREET SWEEPING IF VEHICLE TRACKING BMPS ARE NOT ADEQUATE TO PREVENT SEDIMENT TRACKING 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 VEHICLE AND 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, PROVIDE REDUNDANT (DOUBLE) PERIMETER SEDIMENT CONTROLS WHEN A SURFACE WATER IS LOCATED WITHIN 50 FEET OF THE PROJECT'S EARTH DISTURBANCES AND STORMWATER FLOWS TO THE SURFACE WATER. PERMITTEES MUST INSTALL PERIMETER SEDIMENT CONTROLS AT LEAST 5 FEET APART UNLESS LIMITED BY LACK OF AVAILABLE SPACE. NATURAL BUFFERS ARE NOT REQUIRED ADJACENT TO ROAD DITCHES, JUDICIAL DITCHES, COUNTY DITCHES, STORMWATER CONVEYANCE 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 IF INSTALLED IN A MANNER THAT RETAINS ALL STORMWATER. 17. PERMITTEES MUST USE POLYMERS, FLOCCULANTS, OR OTHER SEDIMENTATION TREATMENT CHEMICALS IN ACCORDANCE WITH ACCEPTED ENGINEERING PRACTICES, DOSING SPECIFICATIONS AND SEDIMENT REMOVAL DESIGN SPECIFICATIONS PROVIDED BY THE MANUFACTURER OR SUPPLIER. THE PERMITTEES MUST USE CONVENTIONAL EROSION AND SEDIMENT CONTROLS PRIOR TO CHEMICAL ADDITION AND MUST DIRECT TREATED STORMWATER TO A SEDIMENT CONTROL SYSTEM FOR 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 BASIN ON THE PROJECT SITE UNLESS INFEASIBLE. PERMITTEES MAY DEWATER TO SURFACE WATERS IF THEY VISUALLY CHECK TO 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 BASIN PRIOR TO ENTERING A SURFACE WATER, PERMITTEES MUST TREAT IT WITH APPROPRIATE BMPS SUCH THAT THE DISCHARGE 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 OR SUITABLE 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 DOES NOT CAUSE EROSION OR SCOUR IN THE IMMEDIATE VICINITY OF DISCHARGE POINTS OR INUNDATION OF WETLANDS IN THE 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 BACKWASH WATER 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 CONSTRUCTION SITE AT LEAST ONCE EVERY SEVEN (7) DAYS DURING ACTIVE CONSTRUCTION AND WITHIN 24 HOURS AFTER A RAINFALL EVENT 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 PREVENTION MANAGEMENT MEASURES TO ENSURE INTEGRITY AND EFFECTIVENESS. PERMITTEES MUST REPAIR, REPLACE OR SUPPLEMENT ALL NONFUNCTIONAL BMPS WITH FUNCTIONAL BMPS BY THE END OF THE NEXT BUSINESS DAY AFTER DISCOVERY UNLESS ANOTHER TIME FRAME IS SPECIFIED IN ITEM 11.5 OR 11.6. PERMITTEES MAY TAKE ADDITIONAL TIME IF FIELD CONDITIONS PREVENT ACCESS TO THE AREA. 4.DURING EACH INSPECTION, PERMITTEES MUST INSPECT SURFACE WATERS, INCLUDING DRAINAGE DITCHES AND CONVEYANCE 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 IN EXPOSED SOIL. PERMITTEES MUST COMPLETE REMOVAL AND STABILIZATION WITHIN SEVEN (7) CALENDAR DAYS OF DISCOVERY UNLESS PRECLUDED BY LEGAL, REGULATORY, OR PHYSICAL ACCESS CONSTRAINTS. PERMITTEES MUST USE ALL REASONABLE EFFORTS TO OBTAIN ACCESS. IF PRECLUDED, REMOVAL AND STABILIZATION MUST TAKE PLACE WITHIN SEVEN (7) DAYS OF OBTAINING ACCESS. PERMITTEES ARE RESPONSIBLE FOR CONTACTING ALL LOCAL, REGIONAL, STATE AND FEDERAL AUTHORITIES AND RECEIVING ANY APPLICABLE PERMITS, PRIOR TO CONDUCTING ANY WORK IN SURFACE WATERS. 5.PERMITTEES MUST INSPECT CONSTRUCTION SITE VEHICLE EXIT LOCATIONS, STREETS AND CURB AND GUTTER SYSTEMS WITHIN 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, IF APPLICABLE, 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 BECOME NONFUNCTIONAL 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 THE DEPTH 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 SITE IN 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 CONSTRUCTION ACTIVITY CONTINUES ON OTHER PORTIONS OF THE SITE; OR b.WHERE SITES HAVE PERMANENT COVER ON ALL EXPOSED SOIL AND NO CONSTRUCTION ACTIVITY IS OCCURRING ANYWHERE ON THE SITE, INSPECTIONS CAN BE REDUCED TO ONCE PER MONTH AND, AFTER 12 MONTHS, MAY BE SUSPENDED COMPLETELY UNTIL CONSTRUCTION ACTIVITY RESUMES. THE MPCA MAY REQUIRE INSPECTIONS TO RESUME IF CONDITIONS WARRANT; OR c.WHERE CONSTRUCTION ACTIVITY HAS BEEN SUSPENDED DUE TO FROZEN GROUND CONDITIONS, INSPECTIONS MAY BE SUSPENDED. INSPECTIONS MUST RESUME WITHIN 24 HOURS OF RUNOFF OCCURRING, OR UPON RESUMING CONSTRUCTION, WHICHEVER COMES FIRST. 10. PERMITTEES MUST RECORD ALL INSPECTIONS AND MAINTENANCE ACTIVITIES WITHIN 24 HOURS OF BEING CONDUCTED AND THESE RECORDS MUST BE RETAINED WITH THE SWPPP. THESE RECORDS MUST INCLUDE: a.DATE AND TIME OF INSPECTIONS; AND b.NAME OF PERSONS CONDUCTING INSPECTIONS; AND c.ACCURATE FINDINGS OF INSPECTIONS, INCLUDING THE SPECIFIC LOCATION WHERE CORRECTIVE ACTIONS ARE NEEDED; AND d.CORRECTIVE ACTIONS TAKEN (INCLUDING DATES, TIMES, AND PARTY COMPLETING MAINTENANCE ACTIVITIES); AND e.DATE OF ALL RAINFALL EVENTS GREATER THAN 1/2 INCHES IN 24 HOURS, AND THE AMOUNT OF RAINFALL FOR EACH EVENT. PERMITTEES MUST OBTAIN RAINFALL AMOUNTS BY EITHER A PROPERLY MAINTAINED RAIN GAUGE INSTALLED ONSITE, A WEATHER STATION THAT IS WITHIN ONE (1) MILE OF YOUR LOCATION, OR A WEATHER REPORTING SYSTEM THAT PROVIDES SITE SPECIFIC RAINFALL DATA FROM RADAR SUMMARIES; AND f.IF PERMITTEES OBSERVE A DISCHARGE DURING THE INSPECTION, THEY MUST RECORD AND SHOULD PHOTOGRAPH AND DESCRIBE THE LOCATION OF THE DISCHARGE (I.E., COLOR, ODOR, SETTLED OR SUSPENDED SOLIDS, OIL SHEEN, AND OTHER OBVIOUS INDICATORS OF POLLUTANTS); AND g.ANY AMENDMENTS TO THE SWPPP PROPOSED AS A RESULT OF THE INSPECTION MUST BE DOCUMENTED AS REQUIRED 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 OR TEMPORARY ROOFS) OR PROTECT THEM BY SIMILARLY EFFECTIVE MEANS DESIGNED TO MINIMIZE CONTACT WITH STORMWATER. PERMITTEES ARE NOT REQUIRED TO COVER OR PROTECT PRODUCTS WHICH ARE EITHER NOT A SOURCE OF CONTAMINATION TO STORMWATER OR ARE DESIGNED TO BE EXPOSED TO STORMWATER. 2.PERMITTEES MUST PLACE PESTICIDES, FERTILIZERS AND TREATMENT CHEMICALS UNDER COVER (E.G., PLASTIC SHEETING OR TEMPORARY ROOFS) OR PROTECT THEM BY SIMILARLY EFFECTIVE MEANS DESIGNED TO MINIMIZE CONTACT 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, CURING COMPOUNDS, AND ACIDS) IN SEALED CONTAINERS TO PREVENT SPILLS, LEAKS OR OTHER DISCHARGE. STORAGE AND DISPOSAL OF HAZARDOUS WASTE MATERIALS MUST BE IN COMPLIANCE WITH MINN. R. CH. 7045 INCLUDING SECONDARY CONTAINMENT 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 OF DRIP PANS OR ABSORBENTS UNLESS INFEASIBLE. PERMITTEES MUST ENSURE ADEQUATE SUPPLIES ARE AVAILABLE AT ALL TIMES TO CLEAN UP DISCHARGED MATERIALS AND THAT AN APPROPRIATE DISPOSAL METHOD IS AVAILABLE FOR RECOVERED SPILLED MATERIALS. PERMITTEES MUST REPORT AND CLEAN UP SPILLS IMMEDIATELY AS REQUIRED BY MINN. 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. PERMITTEES MUST CONTAIN RUNOFF FROM THE WASHING AREA IN A SEDIMENT BASIN OR OTHER SIMILARLY EFFECTIVE CONTROLS AND MUST DISPOSE WASTE FROM THE WASHING ACTIVITY PROPERLY. PERMITTEES MUST PROPERLY USE AND STORE SOAPS, DETERGENTS, OR SOLVENTS. 8.PERMITTEES MUST PROVIDE EFFECTIVE CONTAINMENT FOR ALL LIQUID AND SOLID WASTES GENERATED BY WASHOUT OPERATIONS (E.G., CONCRETE, STUCCO, PAINT, FORM RELEASE OILS, CURING COMPOUNDS AND OTHER CONSTRUCTION MATERIALS) RELATED TO THE CONSTRUCTION ACTIVITY. PERMITTEES MUST PREVENT LIQUID AND SOLID WASHOUT WASTES FROM CONTACTING THE GROUND AND MUST DESIGN THE CONTAINMENT SO IT DOES NOT RESULT IN RUNOFF FROM THE WASHOUT OPERATIONS OR AREAS. PERMITTEES MUST PROPERLY DISPOSE LIQUID AND SOLID WASTES IN COMPLIANCE WITH MPCA RULES. PERMITTEES MUST INSTALL A SIGN INDICATING THE LOCATION OF THE WASHOUT FACILITY. PERMIT TERMINATION (SECTION 4 AND SECTION 13): 1.PERMITTEES MUST SUBMIT A NOT WITHIN 30 DAYS AFTER ALL TERMINATION CONDITIONS LISTED IN SECTION 13 ARE COMPLETE. 2.PERMITTEES MUST SUBMIT A NOT WITHIN 30 DAYS AFTER SELLING OR OTHERWISE LEGALLY TRANSFERRING THE ENTIRE SITE, INCLUDING PERMIT RESPONSIBILITY FOR ROADS (E.G., STREET SWEEPING) AND STORMWATER INFRASTRUCTURE FINAL CLEAN OUT, OR TRANSFERRING PORTIONS OF A SITE TO ANOTHER PARTY. THE PERMITTEES' COVERAGE UNDER THIS 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 AREAS PRIOR TO SUBMITTING THE NOT. VEGETATIVE COVER MUST CONSIST OF A UNIFORM PERENNIAL VEGETATION WITH A DENSITY OF 70 PERCENT OF ITS EXPECTED FINAL GROWTH. VEGETATION IS NOT REQUIRED WHERE THE FUNCTION OF A SPECIFIC 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 AND MUST ENSURE THE SYSTEM MEETS ALL APPLICABLE REQUIREMENTS IN SECTION 15 THROUGH 19 AND IS OPERATING AS DESIGNED. 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 PRIOR TO 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 ARE FINISHED AND TEMPORARY EROSION PREVENTION AND DOWNGRADIENT PERIMETER CONTROL IS COMPLETE, THE RESIDENCE SELLS TO THE HOMEOWNER, AND THE PERMITTEE DISTRIBUTES THE MPCA'S "HOMEOWNER FACT SHEET" TO THE HOMEOWNER. 8.FOR CONSTRUCTION PROJECTS ON AGRICULTURAL LAND (E.G., PIPELINES ACROSS CROPLAND), PERMITTEES MUST RETURN 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 STABILIZATION AND TO ALSO MINIMIZE COMPACTION IN ALL LANDSCAPE AREAS. IMMEDIATELY BEFORE SEEDING THE SOIL SHALL BE TILLED TO A 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 (OATS COVER CROP) FOR SPRING/SUMMER APPLICATIONS. BOTH SEED MIXES SHALL BE APPLIED AT A SEEDING RATE OF 100 LBS/ACRE. MULCH ·IMMEDIATELY AFTER SEEDING, WITHIN 24 HOURS, MNDOT TYPE 1 MULCH SHOULD BE APPLIED TO PROTECT AND ENHANCE SEED 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. DESIGN ENGINEER: DAVID J. KNAEBLE P.E. TRAINING COURSE: DESIGN OF SWPPP TRAINING ENTITY: UNIVERSITY OF MINNESOTA INSTRUCTOR: JOHN CHAPMAN DATES OF TRAINING COURSE: 8/22/2012- 8/23/2012 TOTAL TRAINING HOURS: 12 DATE OF RECERTIFICATION: 4/22/22 EXPIRATION: 5/31/2025 REVISION SUMMARY DATE DESCRIPTION PRIOR LAKE DEVELOPMENT, LLC 7455 FRANCE AVENUE, SUITE 351 EDINA, MN 55435 ADAM SERAPHINE 612-616-5801 ADAM@ADAMSERAPHINE.COM PROJECT NARRATIVE: PROJECT IS A REDEVELOPMENT OF TWO EXISTING SINGLE-FAMILY HOUSES INTO A SINGLE-FAMILY, VILLA, AND TOWNHOUSE SUBDIVISION WITH ONE EXISTING HOUSE REMAINING. SITE, GRADING, UTILITY AND LANDSCAPE IMPROVEMENTS WILL OCCUR. NATIVE BUFFER NARRATIVE: PRESERVING A 30 FOOT AVERAGE NATURAL BUFFER AROUND WATER BODIES IS PROVIDED IN THESE PLANS. INFILTRATION NARRATIVE: INFILTRATION IS PROVIDED AS PART OF THE PROJECTS PERMANENT STORM WATER MANAGEMENT SYSTEM. SOIL CONTAMINATION NARRATIVE: SOILS ONSITE HAVE NOT BEEN IDENTIFIED AS CONTAMINATED. SPECIAL TMDL BMP REQUIREMENTS SITE SPECIFIC (IF REQUIRED): THIS PROJECT IS WITHIN ONE MILE AND DISCHARGES TO LOWER PRIOR LAKE - LOWER PRIOR LAKE IS IDENTIFIED AS AN IMPAIRED WATER BODY PER THE MPCA'S 303(D) IMPAIRED WATERS LIST. LOWER PRIOR LAKE IS IMPAIRED FOR FISH BIOASSESSMENTS AND MERCURY IN FISH TISSUE. BECAUSE THIS WATER BODY IS 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 COMPLETED LATER THAN SEVEN (7) DAYS AFTER THE CONSTRUCTION ACTIVITY IN THAT PORTION OF THE SITE HAS TEMPORARILY OR PERMANENTLY CEASED. B.TEMPORARY SEDIMENT BASIN REQUIREMENTS DESCRIBED IN SECTION 14. MUST BE USED FOR COMMON DRAINAGE LOCATIONS THAT SERVE 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 PER ACRE. ··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. Civil Engineering Surveying Landscape Architecture 5000 Glenwood Avenue Golden Valley, MN 55422 civilsitegroup.com 612-615-0060 COPYRIGHT CIVIL SITE GROUP INC.c PR O J E C T PRE L I M I N A R Y : NOT F O R CON S T R U C T I O N 2023 ISSUE/SUBMITTAL SUMMARY DATE DESCRIPTION 11/18/24 CITY SUBMITTAL PROJECT MANAGER MATT PAVEK CONTACT NUMBER 612-615-0060 X 701 DRAWN BY AM, MD REVIEWED BY MP PROJECT NUMBER 20302 CR E S T W O O D S PR I O R L A K E , M N PR I O R L A K E D E V E L O P M E N T , L L C 74 5 5 F R A N C E A V E N U E S O U T H , S U I T E 3 5 1 , E D I N A , M N 5 5 4 3 5 OW N E R Civil Engineering Surveying Landscape Architecture 5000 Glenwood Avenue Golden Valley, MN 55422 civilsitegroup.com 612-615-0060 COPYRIGHT CIVIL SITE GROUP INC.c PR O J E C T PRE L I M I N A R Y : NOT F O R CON S T R U C T I O N 2023 ISSUE/SUBMITTAL SUMMARY DATE DESCRIPTION 11/18/24 CITY SUBMITTAL PROJECT MANAGER MATT PAVEK CONTACT NUMBER 612-615-0060 X 701 DRAWN BY AM, MD REVIEWED BY MP PROJECT NUMBER 20302 CR E S T W O O D S PR I O R L A K E , M N PR I O R L A K E D E V E L O P M E N T , L L C 74 5 5 F R A N C E A V E N U E S O U T H , S U I T E 3 5 1 , E D I N A , M N 5 5 4 3 5 OW N E R SW1.8 SWPPP - ATTACHMENTS ATTACHMENT A: SITE SPECIFIC SWPPP DOCUMENT SOILS INFORMATION GENERAL SITE INFORMATION (5.1) 1. DESCRIBE THE LOCATION AND TYPE OF ALL TEMPORARY AND PERMANENT EROSION PREVENTION AND SEDIMENT CONTROL BEST MANAGEMENT PRACTICES (BMP'S). INCLUDE THE TIMING FOR INSTALLATION AND PROCEDURES USED TO ESTABLISH ADDITIONAL TEMPORARY BMP'S AS NECESSARY. (5.5) 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. INLET PROTECTION DEVICES 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 EROSION CONTROL BLANKET MAY BE UTILIZED. 2. ATTACH TO THIS SWPPP A TABLE WITH THE ANTICIPATED QUANTITIES FOR THE LIFE OF THE PROJECT FOR ALL EROSION PREVENTION AND SEDIMENT CONTROL BMP'S (5.7). SEE PAGE SW1.3 3. ATTACH TO THIS SWPPP A SITE MAP THAT INCLUDES THE FOLLOWING FEATURES (5.9): EXIST AND FINAL GRADES, INCLUDING DIVIDING LINES AND DIRECTION OF FLOW FOR ALL PRE AND POST-CONSTRUCTION STORMWATER 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 DISTURBED. ·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 MINUTE QUADRANGLE 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 AREA 4. WERE STORMWATER MITIGATION MEASURES REQUIRED AS THE RESULT OF AN ENVIRONMENTAL, ARCHAEOLOGICAL, OR OTHER REQUIRED LOCAL, STATE OR FEDERAL REVIEW OF THE PROJECT? NO IF YES, DESCRIBE HOW THESE MEASURES WERE ADDRESSED IN THE SWPPP. (5.16) N/A 5. IS THE PROJECT LOCATED IN A KARST AREA SUCH THAT ADDITIONAL MEASURES WOULD BE NECESSARY TO PROJECT DRINKING WATER SUPPLY MANAGEMENT AREAS AS DESCRIBED IN MINN. R. CHAPTERS 7050 AND 7060? NO IF YES, DESCRIBE THE ADDITIONAL MEASURES TO BE USED. (SECTION 23) N/A 6. DOES THE SITE DISCHARGE TO A CALCEREOUS FEN LISTED IN MINN. R. 7050.0180, SUBP. 6.B? NO IF YES, A LETTER OF APPROVAL FROM THE MINNESOTA DEPARTMENT OF NATURAL RESOURCES MUST BE OBTAINED PRIOR TO APPLICATION FOR THIS PERMIT. 7. DOES THE SITE DISCHARGE TO A WATER THAT IS LISTED AS IMPAIRED FOR THE FOLLOWING POLLUTANT(S) OR STRESSOR(S): PHOSPHORUS, TURBIDITY, DISSOLVED OXYGEN OR BIOTIC IMPAIRMENT? USE THE SPECIAL AND IMPAIRED WATERS SEARCH TOOL AT: WWW.PCA.STATE.MN.US/WATER/STORMWATER/STORMWATER-C.HTML. YES IF NO, SKIP TO TRAINING DOES THE IMPAIRED WATER HAVE AN APPROVED TOTAL MAXIMUM DAILY LOADS (TMDL) WITH AN APPROVED WASTE LOAD ALLOCATION FOR CONSTRUCTION ACTIVITY? YES IF 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 ADDITIONAL BMPS IN SECTION 23 MUST BE ADDED TO THE SWPPP AND IMPLEMENTED (15.19). THE ADDITIONAL BMPS ONLY APPLY TO THOSE PORTIONS OF THE PROJECT THAT DRAIN TO ONE OF THE IDENTIFIED DISCHARGE POINTS. N/A 8. IDENTIFY ADJACENT PUBLIC WATERS WHERE THE MINNESOTA DEPARTMENT OF NATURAL RESOURCES (DNR) HAS DECLARED “WORK IN WATER RESTRICTIONS” DURING FISH SPAWNING TIMEFRAMES. N/A SELECTION OF A PERMANENT STORMWATER MANAGEMENT SYSTEM (SECTION 15) 1. WILL THE PROJECT CREATE A NEW CUMULATIVE IMPERVIOUS SURFACE GREATER THAN OR EQUAL TO ONE ACRE? YES IF YES, A WATER QUALITY VOLUME OF ONE INCH OF RUNOFF FROM THE CUMULATIVE NEW IMPERVIOUS SURFACES MUST BE RETAINED ON SITE (SEE 16.7 OF THE PERMIT) THROUGH INFILTRATION UNLESS PROHIBITED DUE TO ONE OF THE REASONS IN ITEMS 16.4 THROUGH 16.21. IF INFILTRATION IS PROHIBITED IDENTIFY OTHER METHOD OF MEETING WATER QUALITY REQUIREMENTS (E.G., FILTRATION SYSTEM, WET SEDIMENTATION BASIN, REGIONAL PONDING OR EQUIVALENT METHOD 2. DESCRIBE WHICH METHOD WILL BE USED TO TREAT RUNOFF FROM THE NEW IMPERVIOUS SURFACES CREATED BY THE PROJECT: INCLUDE ALL CALCULATIONS AND DESIGN INFORMATION FOR THE METHOD SELECTED. SEE SECTION 23 OF THE PERMIT FOR SPECIFIC REQUIREMENTS ASSOCIATED WITH EACH METHOD. INFILTRATION / REGIONAL PONDING CALCULATIONS 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 WAY PRECLUDES THE INSTALLATION OF ANY PERMANENT STORMWATER MANAGEMENT PRACTICES. DESCRIBE WHAT OTHER TREATMENT, SUCH AS GRASS SWALES, SMALLER PONDS, OR GRIT CHAMBERS, WILL BE IMPLEMENTED TO TREAT RUNOFF PRIOR TO DISCHARGE TO SURFACE WATERS. (15.8) 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 MANAGEMENT SYSTEM. N/A SEDIMENT CONTROL PRACTICES (SECTION 9.1) DESCRIBE THE METHODS OF SEDIMENT CONTROL BMPS TO BE IMPLEMENTED AT THIS SITE DURING CONSTRUCTION TO MINIMIZE SEDIMENT IMPACTS TO SURFACE WATERS, INCLUDING CURB AND GUTTER SYSTEMS 1. DESCRIBE METHODS TO BE USED FOR DOWN GRADIENT PERIMETER CONTROL: SILT FENCE WILL BE INSTALLED AROUND THE ENTIRE PERIMETER OF THE SITE 2. DESCRIBE METHODS TO BE USED TO CONTAIN SOIL STOCKPILES: SEED AND MULCH AS WELL AS EROSION CONTROL BLANKETS WILL BE UTILIZED AS NECESSARY 3. DESCRIBE METHODS TO BE USED FOR STORM DRAIN INLET PROTECTION: SEE INLET PROTECTION DETAILS 4. 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 EXCAVATED PRIOR 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 STOCKPILED 7. 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 BUFFER IS 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 9.18 OF THE PERMIT: N/A 9. 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 A SPECIAL OR IMPAIRED WATER? YES IF YES, DESCRIBE (OR ATTACH PLANS ) SHOWING HOW THE BASIN WILL BE DESIGNED AND CONSTRUCTED IN ACCORDANCE WITH SECTION 14. PROPOSED FILTRATION BASINS WILL SERVE AS TEMPORARY SEDIMENTS BASINS THAT WILL THEN BE CONVERTED TO PERMANENT FILTRATIONS BASINS. DEWATERING AND BASIN DRAINING (SECTION 10.1) 1. WILL THE PROJECT INCLUDE DEWATERING OR BASIN DRAINING? NO IF 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 10.2 THROUGH 10.5 OF THE PERMIT): N/A 2. WILL THE PROJECT INCLUDE USE OF FILTERS FOR BACKWASH WATER? NO IF YES, DESCRIBE HOW FILTER BACKWASH WATER WILL BE MANAGED ON THE SITE OR PROPERLY DISPOSED (10.6): N/A ADDITIONAL BMP'S FOR SPECIAL WATERS AND DISCHARGES TO WETLANDS (SECTION 23.1) 1. SPECIAL WATERS. DOES YOUR PROJECT DISCHARGE TO SPECIAL WATERS? YES 2. 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, THEN OTHER TREATMENT SUCH AS GRASSED SWALES, SMALLER PONDS, OR GRIT CHAMBERS IS REQUIRED PRIOR TO DISCHARGE TO SURFACE WATERS. DESCRIBE WHAT OTHER TREATMENT WILL BE PROVIDED. N/A 3. DESCRIBE EROSION AND SEDIMENT CONTROLS FOR EXPOSED SOIL AREAS WITH A CONTINUOUS POSITIVE SLOPE TO A SPECIAL WATERS, AND TEMPORARY SEDIMENT BASINS FOR AREAS THAT DRAIN FIVE OR MORE ACRES DISTURBED AT ONE TIME. N/A 4. DESCRIBE THE UNDISTURBED BUFFER ZONE TO BE USED (NOT LESS THAN 100 LINEAR FEET FROM THE SPECIAL WATER). N/A 5. 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-HOUR PRECIPITATION EVENTS REMAINS THE SAME. N/A 6. DESCRIBE HOW THE PERMANENT STORMWATER MANAGEMENT SYSTEM WILL MINIMIZE ANY INCREASE IN THE TEMPERATURE OF TROUT STREAM RECEIVING WATERS RESULTING IN THE 1, AND 2-YEAR 24-HOUR PRECIPITATION EVENTS. N/A 7. WETLANDS. DOES YOUR PROJECT DISCHARGE STORMWATER WITH THE POTENTIAL FOR SIGNIFICANT ADVERSE IMPACTS TO A WETLAND (E.G., CONVERSION OF A NATURAL WETLAND TO A STORMWATER POND)? YES OR NO IF YES, DESCRIBE THE WETLAND MITIGATION SEQUENCE THAT WILL BE FOLLOWED IN ACCORDANCE WITH SECTION 22 OF THE PERMIT. N/A INSPECTIONS AND MAINTENANCE (SECTION 11.1) 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 THAT INSPECTIONS 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 EXPOSURE 2. 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 EXPOSURE 3. 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) ACCORDING TO 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 LAWS 5. 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 SITE 8. 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 (25.22) 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 METHODS USED TO CLEAN ALL STORMWATER TREATMENT SYSTEMS AND STORMWATER CONVEYANCE SYSTEMS OF ACCUMULATED SEDIMENT (25.22): CLEANING OF STORMWATER TREATMENT SYSTEMS SHALL BE DONE BY HAND SUCH AS THE USE OF A SHOVEL. 3. DESCRIBE METHODS FOR REMOVING ALL TEMPORARY SYNTHETIC EROSION PREVENTION AND SEDIMENT CONTROL BMP'S: REMOVAL OF TEMPORARY SYNTHETIC EROSION PREVENTION AND SEDIMENT CONTROL BMP'S CAN BE DONE BY HAND AND PROPERLY DISPOSED OF. REVISION SUMMARY DATE DESCRIPTION PROJECT LOCATION ADDRESS CREST AVE NE & 140TH ST NE CITY/TOWNSHIP PRIOR LAKE STATE MN COUNTY SCOTT ZIP CODE 55372 PROJECT SIZE 27.5 ACRES LATTITUDE/LONGITUDE OF APPROX. CENTROID OF PROJECT 44.750094 N, -93.406568 E METHOD OF LAT/LONG COLLECTION ONLINE TOOL PROJECT TYPE RESIDENTIAL AND ROAD CONSTRUCTION IMPERVIOUS SURFACES (ACRES) EXISTING 0.9 PROPOSED 9.1 DIFFERENCE 8.2 ESTIMATED CONSTRUCTION TIMELINE START TBD END TBD CONSTRUCTION ACTIVITY DEMOLITION OF ONE SINGLE-FAMILY HOUSE AND CONSTRUCTION OF SINGLE-FAMILY, VILLA, AND TOWNHOUSE SUBDIVISION. SOIL TYPES POORLY GRADED SAND WITH SILT, SANDY LEAN CLAY, SILTY SAND MAP UNIT SYMBOL MAP UNIT NAME HaB HAYDEN LOAM HaC HAYDEN LOAM HaC2 HAYDEN LOAM HaD HAYDEN LOAM HaD2 HAYDEN LOAM HaE2 HAYDEN LOAM HbC HAYDEN SANDY LOAM Ma MARSH TcA TERRIL LOAM W WATER RECEIVING WATER BODIES WATER BODY ID NAME OF WATER BODY WATER BODY TYPE SPECIAL WATER (Y/N)IMPAIRED WATER (Y/N) 1 NA LOWER PRIOR LAKE N Y 2 3 4 SITE LOCATION MAP - EROSION PREVENTION PRACTICES (SECTION 8.1) DESCRIBE THE TYPES OF TEMPORARY EROSION PREVENTION BMP'S EXPECTED TO BE IMPLEMENTED ON THIS SITE DURING CONSTRUCTION: 1. DESCRIBE CONSTRUCTION PHASING, VEGETATIVE BUFFER STRIPS, HORIZONTAL SLOPE GRADING, AND OTHER CONSTRUCTION PRACTICES TO MINIMIZE EROSION. DELINEATE AREAS NOT TO BE DISTURBED (E.G., WITH FLAGS, STAKES, SIGNS, SILT FENCE, ETC.) BEFORE WORK BEGINS. SILT FENCE WILL BE INSTALLED AT THE 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 ACCEPTABLE SOIL STABILIZATION METHODS FOR ANY PART OF A DRAINAGE DITCH OR SWALE) FINAL STABILIZATION OF SWALES WILL BE SOD 5. 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 OUTLETS 6. 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 TO VEGETATED AREAS): DISCONNECTED IMPERVIOUS AREA AND INFILTRATION AREAS WILL BE UTILIZED 7. 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 TO SURFACE 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 TEMPORARILY OR PERMANENTLY CEASED FOR ALL DISCHARGES TO SPECIAL, IMPAIRED OR “WORK IN WATER RESTRICTIONS”. ALL OTHER REMAINING PORTIONS OF THE TEMPORARY OR PERMANENT DITCHES OR SWALES 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 SITE 8. 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 SITE THAT DRAIN TO SPECIAL WATERS). N/A 10. IF APPLICABLE, DESCRIBE ADDITIONAL EROSION PREVENTION BMPS TO BE IMPLEMENTED AT THE SITE TO PROTECT PLANNED FILTRATION AREAS MINIMIZE SITE EXPOSURE IN AREAS ADJACENT TO FILTRATION AREAS. Civil Engineering Surveying Landscape Architecture 5000 Glenwood Avenue Golden Valley, MN 55422 civilsitegroup.com 612-615-0060 COPYRIGHT CIVIL SITE GROUP INC.c PR O J E C T PRE L I M I N A R Y : NOT F O R CON S T R U C T I O N 2023 ISSUE/SUBMITTAL SUMMARY DATE DESCRIPTION 11/18/24 CITY SUBMITTAL PROJECT MANAGER MATT PAVEK CONTACT NUMBER 612-615-0060 X 701 DRAWN BY AM, MD REVIEWED BY MP PROJECT NUMBER 20302 CR E S T W O O D S PR I O R L A K E , M N PR I O R L A K E D E V E L O P M E N T , L L C 74 5 5 F R A N C E A V E N U E S O U T H , S U I T E 3 5 1 , E D I N A , M N 5 5 4 3 5 OW N E R SW1.9 SWPPP - ATTACHMENTS ATTACHMENT B: SWPPP INSPECTION FORM ATTACHMENT C: MAINTENANCE PLAN FOR PERMANENT STORM WATER TREATMENT SYSTEM NOTE: THIS INSPECTION REPORT DOES NOT ADDRESS ALL ASPECTS OF THE NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM/STATE DISPOSAL SYSTEM (NPDES/SDS) CONSTRUCTION STORMWATER PERMIT (PERMIT) ISSUED ON AUGUST 1, 2018. 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 INFORMATION SITE NAME: SITE ADDRESS: PERMIT NUMBER: CITY: STATE: ZIP CODE: INSPECTION INFORMATION INSPECTOR NAME: _______________________ PHONE NUMBER: _________________________ ORGANIZATION/COMPANY MAN: _____________________________________________________ DATE (MM/DD/YYYY): _____________________TIME: ____________ AM / PM IS 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 SITE WITHIN ONE AERIAL MILE OF SPECIAL OR IMPAIRED WATER THAT CAN POTENTIALLY RECEIVE DISCHARGE FROM THE SITE? IF YES, FOLLOW SECTION 23 AND OTHER APPLICABLE PERMIT REQUIREMENTS NOTE: IF N/A IS SELECTED AT ANY TIME, SPECIFY WHY IN THE COMMENT AREA FOR THAT SECTION. EROSION CONTROL REQUIREMENT (SECTION 8.1) 1.ARE SOILS STABILIZED WHERE NO CONSTRUCTION ACTIVITY HAS OCCURRED FOR 14 DAYS (INCLUDING STOCKPILES)? (7 DAYS WHERE APPLICABLE, OR 24 HOURS DURING MINNESOTA DEPARTMENT OF NATURAL RESOURCES [DNR] FISH SPAWNING RESTRICTIONS) 2.HAS THE NEED TO DISTURB STEEP SLOPES BEEN MINIMIZED? 3.IF STEEP SLOPES ARE DISTURBED, ARE STABILIZATION PRACTICES DESIGNED FOR STEEP SLOPES USED? 4.ALL DITCHES/SWALES STABILIZED 200' BACK FROM POINT OF DISCHARGE OR PROPERTY EDGE WITHIN 24 HOURS? (MULCH, HYDROMULCH, TACKIFIER, OR SIMILAR BEST MANAGEMENT PRACTICES [BMPS] ARE NOT ACCEPTABLE IN DITCHES/SWALES IF THE SLOPE IS GREATER THAN 2%)ARE APPROPRIATE BMP'S INSTALLED PROTECTING INLETS/OUTLETS? 5.DO PIPE OUTLETS HAVE ENERGY DISSIPATION (WITHIN 24 HOURS OF CONNECTION)? 6.IS CONSTRUCTION PHASING BEING FOLLOWED IN ACCORDANCE WITH THE SWPPP? 7.ARE AREAS NOT TO BE DISTURBED MARKED OFF (FLAGS, SIGNS, ETC.)? COMMENTS: SEDIMENT CONTROL REQUIREMENTS (SECTION 9.1) 1.ARE PERIMETER SEDIMENT CONTROLS INSTALLED PROPERLY ON ALL DOWN GRADIENT PERIMETERS? 2.ARE APPROPRIATE BMPS INSTALLED PROTECTING INLETS, CATCH BASINS, AND CULVERT INLETS? 3.IS A 50 FOOT NATURAL BUFFER PRESERVED AROUND ALL SURFACE WATERS DURING CONSTRUCTION? 3.1.IF NO, HAVE REDUNDANT SEDIMENT CONTROLS BEEN INSTALLED? 4.DO ALL ERODIBLE STOCKPILES HAVE PERIMETER CONTROL IN PLACE? 5.IS THERE A TEMPORARY SEDIMENT BASIN ON SITE, AND IS IT BUILT AS REQUIRED IN SECTION 14 OF THE PERMIT? 6.IS SOIL COMPACTION BEING MINIMIZED WHERE NOT DESIGNED FOR COMPACTION? 7.IS TOPSOIL BEING PRESERVED UNLESS INFEASIBLE? 8.IF CHEMICAL FLOCCULANTS ARE USED, IS THERE A CHEMICAL FLOCCULANT PLAN IN PLACE? COMMENTS: DISCLOSURES: ·AFTER DISCOVERY, THE PERMIT REQUIRES MANY OF THE DEFICIENCIES THAT MAY BE FOUND ON SITE BE CORRECTED WITHIN A SPECIFIED PERIOD OF TIME. SEE PERMIT FOR MORE DETAILS. ·THE PERMITTEE(S) IS/ARE RESPONSIBLE FOR THE INSPECTION AND MAINTENANCE OF TEMPORARY AND PERMANENT WATER QUALITY MANAGEMENT BMPS AS WELL AS EROSION PREVENTION AND SEDIMENT CONTROL BMPS UNTIL ANOTHER PERMITTEE HAS OBTAINED COVERAGE UNDER THIS PERMIT ACCORDING TO SECTION 3, OR THE PROJECT HAS MET THE TERMINATION CONDITIONS OF THE PERMIT AND A NOTICE OF TERMINATION HAS BEEN SUBMITTED TO THE MINNESOTA POLLUTION CONTROL AGENCY. Y N N/A Y N N/A 7 DAY RAIN Y N MAINTENANCE AND INSPECTIONS (SECTION 11) 1.ARE ALL PREVIOUSLY STABILIZED AREAS MAINTAINING GROUND COVER? 2.ARE PERIMETER CONTROLS MAINTAINED AND FUNCTIONING PROPERLY, SEDIMENT REMOVED WHEN ONE-HALF FULL? 3.ARE INLET PROTECTION DEVICES MAINTAINED AND ADEQUATELY PROTECTING INLETS? 4.ARE THE TEMPORARY SEDIMENT BASINS BEING MAINTAINED AND FUNCTIONING PROPERLY? 5.ARE VEHICLE TRACKING BMPS AT SITE EXISTS IN PLACE AND MAINTAINED AND FUNCTIONING PROPERLY? 6.IS ALL TRACKED SEDIMENT BEING REMOVED WITHIN 24 HOURS? 7.HAVE ALL SURFACE WATERS, DITCHES, CONVEYANCES, AND DISCHARGE POINTS BEEN INSPECTED? 8.WERE ANY DISCHARGES SEEN DURING THIS INSPECTION (I.E., SEDIMENT, TURBID WATER, OR OTHERWISE)? IF YES, RECORD THE LOCATION OF ALL POINTS OF DISCHARGE. PHOTOGRAPH AND DESCRIBE THE DISCHARGE (SIZE, COLOR, ODOR, FOAM, OIL SHEEN, TIME, ETC.). DESCRIBE HOW THE DISCHARGE WILL BE ADDRESSED. WAS THE DISCHARGE A SEDIMENT DELTA? IF YES, WILL THE DELTA BE RECOVERED WITHIN SEVEN DAYS AND IN ACCORDANCE WITH ITEM 11.5 OF THE PERMIT? COMMENTS: Y N N/A POLLUTION PREVENTION (SECTION 12) 1.ARE ALL CONSTRUCTION MATERIALS THAT CAN LEACH POLLUTANTS UNDER COVER OR PROTECTED? 2.ARE HAZARDOUS MATERIALS BEING PROPERLY STORED? 3.ARE APPROPRIATE BMPS BEING USED TO PREVENT DISCHARGES ASSOCIATED WITH FUELING AND MAINTENANCE OF EQUIPMENT OR VEHICLES? 4.ARE ALL SOLID WASTES BEING PROPERLY CONTAINED AND DISPOSED OF? 5.IS THERE A CONCRETE/OTHER MATERIAL WASHOUT AREA ON SITE AND IS IT BEING USED? 6.IS THE CONCRETE WASHOUT AREA MARKED WITH A SIGN? 7.ARE THE CONCRETE/OTHER MATERIAL WASHOUT AREAS PROPERLY MAINTAINED? COMMENTS: Y N N/A OTHER 1.IS A COPY OF THE SWPPP, INSPECTION RECORDS, AND TRAINING DOCUMENTATION LOCATED ON THE CONSTRUCTION SITE, OR CAN IT BE MADE AVAILABLE WITHIN 72 HOURS? 2.HAS THE SWPPP BEEN FOLLOWED AND IMPLEMENTED ON SITE, AND AMENDED AS NEEDED? 3.IS ANY DEWATERING OCCURRING ON SITE? IF YES, WHAT BMPS ARE BEING USED TO ENSURE THAT CLEAN WATER IS LEAVING THE SITE AND THE DISCHARGE IS NOT CAUSING EROSION OR SCOUR? 4.WILL A PERMANENT STORMWATER MANAGEMENT SYSTEM BE CREATED FOR THIS PROJECT IF REQUIRED AND IN ACCORDANCE WITH SECTION 15 OF THE PERMIT (IF ADDING AN ACRE OR MORE OF NEW IMPERVIOUS SURFACE)? IF YES, DESCRIBE: 5.IF INFILTRATION/FILTRATION SYSTEMS ARE BEING CONSTRUCTED, ARE THEY MARKED AND PROTECTED FROM COMPACTION AND SEDIMENTATION? 6.DESCRIPTION OF AREAS OF NON-COMPLIANCE NOTED DURING THE INSPECTION, REQUIRED CORRECTIVE ACTIONS, AND RECOMMENDED DATE OF COMPLETION OF CORRECTIVE ACTIONS: 7.PROPOSED AMENDMENTS TO THE SWPPP: 8.POTENTIAL AREAS OF FUTURE CONCERN: 9.ADDITIONAL COMMENTS Y N N/A Y N REVISION SUMMARY DATE DESCRIPTION ATTACHMENT C - ABOVE-GROUND FACILITY MANAGEMENT SCHEDULE 1.ALL STORMWATER RETENTION, DETENTION AND TREATMENT BASINS MUST BE INSPECTED AT LEAST ONCE A YEAR TO DETERMINE THAT BASIN RETENTION AND TREATMENT CHARACTERISTICS ARE ADEQUATE. A STORAGE TREATMENT BASIN WILL BE CONSIDERED INADEQUATE IF SEDIMENT HAS 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 DESIGN CONTOURS AND VEGETATED STATE WITHIN ONE YEAR OF THE INSPECTION DATE. 2.ALL OUTLET STRUCTURES, CULVERTS, OUTFALL STRUCTURES AND OTHER STORMWATER FACILITIES FOR WHICH MAINTENANCE REQUIREMENTS ARE NOT OTHERWISE SPECIFIED HEREIN MUST BE INSPECTED IN THE SPRING, SUMMER AND FALL OF EACH YEAR. WITHIN 30 DAYS OF THE INSPECTION DATE, ALL ACCUMULATED SEDIMENT AND DEBRIS MUST BE REMOVED SUCH THAT EACH STORMWATER FACILITY OPERATES AS DESIGNED AND PERMITTED. CONTRIBUTING DRAINAGE AREAS MUST BE KEPT CLEAR OF LITTER AND VEGETATIVE DEBRIS, INFLOW PIPES AND OVERFLOW SPILLWAYS KEPT CLEAR, INLET AREAS KEPT CLEAN, AND UNDESIRABLE VEGETATION REMOVED. EROSION IMPAIRING THE FUNCTION OR INTEGRITY OF THE FACILITIES, IF ANY, WILL BE CORRECTED, AND ANY STRUCTURAL DAMAGE IMPAIRING OR THREATENING TO IMPAIR THE FUNCTION OF THE FACILITIES MUST BE REPAIRED. 3.VOLUME CONTROL FACILITIES AND CONTRIBUTING DRAINAGE AREAS MUST BE INSPECTED EVERY THREE MONTHS DURING THE OPERATIONAL PERIOD (BETWEEN SPRING SNOWMELT AND FIRST SUBSTANTIAL SNOWFALL) AND MONITORED AFTER RAINFALL EVENTS OF 1 INCH OR MORE TO ENSURE THAT THE CONTRIBUTING DRAINAGE AREA IS CLEAR OF LITTER AND DEBRIS, INFLOW PIPES AND OVERFLOW SPILLWAYS ARE CLEAR, INLET AREAS ARE CLEAN, UNDESIRABLE VEGETATION IS REMOVED AND THERE IS NO EROSION IMPAIRING OR THREATENING TO IMPAIR THE FUNCTION OF A FACILITY. IF SEDIMENT HAS ACCUMULATED IN A INFILTRATION FEATURE, WITHIN 30 DAYS OF INSPECTION DEPOSITED SEDIMENTS MUST BE REMOVED, 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 THE STORAGE VOLUME REMAINS, THE CONTRIBUTING DRAINAGE AREA IS STABLE (I.E., NO EROSION IS OBSERVED), AND INLETS AND OUTLET/OVERFLOW SPILLWAYS ARE IN GOOD CONDITIONS WITH NO EROSION. MAINTENANCE TECHNIQUES USED MUST PROTECT THE INFILTRATION CAPACITY OF THE PRACTICE BY LIMITING SOIL COMPACTION TO THE GREATEST EXTENT POSSIBLE (E.G., BY USING LOW-IMPACT EARTH-MOVING EQUIPMENT). 1 | Page Crest Avenue of Prior Lake, Prior Lake, MN March 14, 2021 To: Bill Stoddard From: Vernon Swing, PE Re: Trip Generation Study – Crest Avenue of Prior Lake Residential Development, Prior Lake, MN Per your request, Swing Traffic Solutions, LLC has conducted a trip generation analysis for the proposed Crest Avenue of Prior Lake single family residential development in Prior Lake, MN, which will include 70 new residential units. The proposed development is located on the east side of Crest Avenue, and is just over 500 feet north of 140th Street NE. This memorandum identifies the anticipated site generated traffic for the proposed use. Trip Generation The trip generation for the proposed Crest Avenue of Prior Lake residential development has been estimated based on the methodology described by the Institute of Transportation Engineers (ITE) in Trip Generation, 10th Edition. The 70 new single family homes are represented by ITE in Land Use Code 210, Single Family Detached Housing. Table 1 summarizes the findings. Table 1 Trip Generation Land Use ITE Code AM Peak Hour PM Peak Hour Daily Trips Enter Exit Enter Exit Single Family Homes (70) 210 13 39 44 25 661 Trips 52 Trips 69 Trips 661 Trips As shown in Table 1, the site is estimated to generates 13 entering and 39 exiting trips during the morning traffic peak, 44 entering and 25 exiting trips during the afternoon traffic peak hour, and 611 trips per day. According to ITE, this level of traffic (less than 100 peak hour trips or 10% of passing traffic whichever is less) will have a minimal impact on the operations of the surrounding streets. In conclusion, the development will generate low peak hour traffic volumes and will have a minimal impact on the operations of the adjacent roadway. In other words, the roadway network serving the proposed development will continue to function adequately with the proposed addition of the Crest Avenue of Prior Lake development to the Prior Lake area. Please contact Vernon Swing at vswingtraffic@gmail.com or 612-968-4142 with any questions. [Phone] 952-447-9800 | [Fax] 952-447-4245 | cityofpriorlake.com 4646 Dakota Street SE Prior Lake, MN 55372 Memorandum To: Adam Seraphine, Prior Lake Development, LLC From: Casey McCabe, Community Development Director Luke Schwarz, Assistant City Engineer Kris Keller, Project Engineer Date: December 5, 2024 Re: The Residences at Crest Woods – Preliminary Plat / Preliminary PUD We have reviewed the preliminary plat documents submitted for The Residences at Crest Woods development east of Crest Avenue (CR 18) at 138th Street as prepared by Civil Site Group. The following documents were reviewed: • Civil Plan Set - CSG-20302-CREST WOODS-CITY SUBMITTAL-11-18-2024.pdf Comments are provided within this Memorandum and in the corresponding redlined plan set. Please note that not all comments within the plan set are in the Memorandum. We have the following comments with regard to the development: General 1. The utility and grading plans do not appear to have been updated for the current lot configuration. Please finalize the lot configuration and update all of the accompanying linework and utility analysis for city review. All grading and utility plans shall be approved by the City Engineer prior to final plat / final PUD application. a. Several lots either do not have utility services or have storm sewer running through the house pads. b. The grading contours and elevation labels do not match the current proposed building pads. c. Provide updated stormwater surface and storm sewer calculations. 2. Resubmit stormwater calculations for the revised site design for review. 3. Verify previous comments and redlines from the August 29, 2024 Engineering Review Memo and Redline Plan Comments, as well as Scott County comments from the August 29, 2024 memo are addressed with the revised submittal. 4. City will allow 10 lots on 138th Street between Lupine Trail and the east limits of development as previously approved (14 lots currently shown). City staff will work with the developer on a solution and consider 12 lots on 138th Street between Lupine Trail and the east limits of development prior to the submission of the final plat application. 5. Developer is required to upgrade pumps at the lift station if the total number of units with wastewater going to the lift station exceeds 33. 6. Update all plans to reflect the proposed name of the subdivision; The Residences at Crest Woods. 7. Confirm Outlots are to be privately owned. Identify pond access easement dimensions and locations for city review. 8. Revise landscape plan to ensure city code requirements related to tree replacement are being met. 9. Change the name of Jackson Street NE (north of 138th St.) to Lupine Trail NE. There are no homes addressed off Jackson Street, so this will eliminate confusion and provide better consistency with street naming. 10. Additional comments will be forthcoming from the Prior Lake – Spring Lake Watershed District and City of Prior Lake related to wetlands and stormwater requirements. All PLSLWD and stormwater comments shall be addressed prior to submitting a final plat / final PUD application. [Phone] 952-447-9800 | [Fax] 952-447-4245 | cityofpriorlake.com 4646 Dakota Street SE Prior Lake, MN 55372 Memorandum To: Community Development Department From: Luke Schwarz, Assistant City Engineer Kris Keller, Project Engineer Date: August 29, 2024 Re: Villas at Crest Woods – Preliminary Plat We have reviewed the preliminary plat documents submitted for the Villas at Crest Woods development east of Crest Avenue (CR 18) at 138th Street as prepared by Civil Site Group. The following documents were reviewed: • Civil Plan Set - 5 Project Plans.pdf • Geotechnical Report - Geotechnical Evaluation.pdf • Stormwater Management Study – Stormwater Report.pdf Comments are provided within this Memorandum and in the corresponding redlined plan set. Please note that not all comments within the plan set are in the Memorandum. We have the following comments with regards to stormwater management and engineering: General 1. Submit for and provide copies to the City of all required permits from regulatory agencies (MCES, Minnesota Pollution Control Agency, Minnesota Department of Health, NPDES, etc.) 2. An NPDES permit is required for this site as it exceeds 1 acre of disturbance. 3. Additional comments may be generated by PLSLWD’s review of the revised plans 4. Additional redline comments are provided in the accompanying plan set. Provide a response to all comments in this memo and the redlined plan set. Plat 1. Provide drainage and utility easements for all public utilities running across private property. a. The width of the easement should be at least two times the greatest depth of the utility with a minimum of 20' centered on the utility 2. Provide drainage and utility easements for all drainage swales that convey water from one lot across another a. The width of the easement should be a minimum of 10’ with at least 5' on either side of the center of the swale 3. The City will own the portion of Outlot D south of the trail from the park. All other Outlots and the remaining portion of Outlot D will be owned by the Homeowners’ Association. Streets/Trails 1. Update previous traffic generation calculations with the revised unit types. 2. The proposed site plan shows improvements at the Crest Avenue (CSAH 18) and 138th Street intersection of adding a southbound left turn land and northbound right turn lane. The design of these improvements will need to be coordinated with Scott County including the required length of the turn lane bay and the width of the turn lanes. Typically, the turn lane length is 250ft to 300ft and the width is 13ft to 14ft to the face of curb. Include a typical section for the Crest Avenue (CSAH 18) improvements. 3. 138th Street at Crest Avenue (CSAH 18) is proposed to be widened to include four lanes, westbound approaching Crest Avenue (CSAH 18) with a right, through and left and eastbound exiting one through lane. The plan shows the lanes adjacent to the curb at a width of 12ft to back of curb. At a minimum these widths should be 12ft to the face of curb or 13ft to back of curb. The taper to the turn lanes should be a minimum of 10:1. A typical section should be provided for the 138th Street Improvements (Collector Street). a. Widen the 138th Street right turn lane to a minimum of 12ft to the face of curb b. Lengthen turn lanes to a minimum of 200ft of storage i. The taper to the turn lanes should be a minimum of 10:1 4. The side street approaches to 138th Street should have stop sign control. 5. A sight line analysis shall be completed for all intersections. 6. The final plans should include a signing and pavement marking plan, including at a minimum: size and locations of stop signs, street signs and pedestrian crossing signs, and size type and location of street lane markings and pedestrian crossing striping. 7. Street Profiles a. Provide street profiles that show the proposed street grades and vertical curves. b. Identify centerlines of connecting streets at intersections in profile views. c. Vertical curves need to meet the minimum required K value (30 for crest curves, 36 for sag curves) for 30 mph. 8. Provide horizontal curve/alignment information for all roads. a. Curves must meet a 30 MPH design speed and shall have a minimum 250’ centerline radius Stormwater Management 1. Rate Control a. Submit the .hcp HydroCAD models to allow for review of the wetland bounce and inundation analysis. 2. Volume Control a. Include the proposed County Road impervious in PR8C Offsite in the volume control calculations. 3. Water Quality a. Include the water quality calculations in the drainage report as an attachment. 4. Freeboard a. The low floor elevations need to be raised to be 2 feet above the 100-year HWL. b. Low openings shall be at least 2 feet above the EOF, including low point EOFs. 5. Basin Design a. Show draintile cleanouts for the filtration basins. b. Set the draintile at a minimum 0.5% slope. c. The EOF of a pond should be 1 foot higher than the HWL. The top of the berm should be 2 feet higher than the HWL. 6. Hydrologic and Hydraulic Analysis a. Revise the HydroCAD labels in the existing model to match the drainage area map. b. Revise the existing HydroCAD model and existing drainage area map subcatchments impervious acreage, pervious acreage, and total acreage for consistency between one another. c. Only model changes from existing to proposed conditions that are shown on the plans, or add the required changes to the plans. i. Wetland 1 bottom elevation and EOF elevation/length is modified from the existing to proposed conditions model with no grading changes proposed. ii. Wetland 4 storage and EOF changes from the existing to proposed conditions model but no changes are shown on the plans. d. Utilize a minimum time of concentration value of 7 minutes. Grading Plan 1. The maximum allowable slopes in maintained areas are 4:1. There are several locations of 3:1 slopes near homes off Lupine Trail on the south side of the project. 2. Include house style detail drawing. 3. Show driveway grades as percentages on the grading plan. 4. Label the OHW and 100-year HWL for the wetlands on the grading plan. 5. A retaining wall plan prepared by a licensed engineer is required for all walls exceeding 4-feet in height. 6. Show wetland buffers and wetland buffer sign locations on the grading plan. 7. Add EOFs using arrows and elevations from low points in addition to the waterbodies. 8. Specify access routes to the ponds (maximum of 8% grade, maximum of 2% cross slope, minimum of 10’ wide). 9. Grading in northeast corner must be done to accommodate future development of 3 lots. Utilities 1. Storm Sewer a. Provide rational calculations for the storm sewer, designed for the 10-year 24-hour event. b. Provide inlet capacity calculations. c. Locate catch basins to collect drainage on the upstream side of the intersection. d. Locate catch basins on property lines and avoid placement in front of driveways. e. The minimum allowable pipe size for public storm sewer is 15”. If the 12” pipes shown on the plans will be privately owned, designate that on the plans. f. Revise FES elevation into the ponds to match the NWL of the pond. g. Utilize MnDOT’s standard plate for riprap. h. Provide riprap at all outfall FES. i. For the storm sewer that crosses private property, install within a drainage and utility easement. j. Match pipe crowns at junction structures. 2. Sanitary Sewer a. The maximum depth of the sanitary sewer service at the ROW line shall be 10’ unless documented by a proposed house or building elevation that justifies a deeper service. b. Adjust or add sanitary sewer structures to keep the watermain alignment within the roadway c. Install service risers where cover over the top of the sanitary main is greater than 12’ or as directed by the engineer. d. Provide 10 gauge tracer wires for the sanitary sewer services for locating purposes. The tracer wire should connect to a tracer wire access box at the easement (see Plate #401). e. Look to direct the sanitary sewer for the townhomes along 138th Street to the south. i. Negotiate how/where the storm sewer crosses Lupine Trail from Wetland 2 to Wetland 3 to avoid the sanitary sewer and watermains 3. Watermain a. Hydrant leads should consist of an 8" x 6" tee with a 6" hydrant lead. An 8"x8" tee with 8" to 6" reducer is not necessary b. Hydrant leads should be on the same side as the watermain. c. All water service pipe to be CTS HDPE SDR 9 d. All fittings for watermain shall be Ductile Iron Compact Fittings. Fittings shall be furnished with fusion bonded epoxy external coating and interior lining. All fittings shall be wrapped in polyethylene. e. All watermain hydrant leads to be DIP CL 52 f. Show all proposed storm sewer 'greyed out' or muted on plans (similar to existing) g. Call out sizes of proposed gate valves h. Provide additional services to future lots at the east end of 138th Street on the north side i. Provide a hydrant at the end of the services for the townhomes on the southwest leg. Miscellaneous 1. Retaining walls exceeding 4’ in height require a plan prepared by a licensed engineer submitted for review and approval prior to permit issuance. SWPPP 1. Add documentation of training to the SWPPP. 2. Include the construction entrance in the estimated BMP quantities tabulation. 3. Because the BMPs will be privately owned, a maintenance agreement is required. Please submit. 4. Add inlet protection to the CBs on CR 18. 5. Provide a note on the plans specifying that sediment control BMPs shall be installed by the contractor and inspected by the City before any land disturbing activities can occur. Wetland 1. Wetlands were delineated in 2019 and a replacement plan for the wetland impacts was approved in 2021 (LGU Approval No. 19023). Mitigation credits were withdrawn March 2022. Impacts proposed in the preliminary plat are approved. If impacts are modified, the applicant contact the city for review. 2. Wetland buffers do not comply with Section 3.1.iv of the Public Works Design Manual. Update buffers to comply with this Section. PLSLWD 1. Additional comments may be generated by PLSLWD’s review of the revised plans SCOTT COUNTY TRANSPORTATION SERVICES DIVISION PROGRAM DELIVERY· TRAFFIC· HIGHWAY OPERATIONS· MOBILITY MANAGEMENT GOVERNMENT CENTER EAST, 200 FOURTH AVENUE WEST· SHAKOPEE, MN 55379 (952) 496-8346 · Fax: (952) 496-8365 · www.scottcountymn.gov LISA J. FREESE ANTHONY J. WINIECKI, P.E. Transportation Services Director County Engineer An Equal Opportunity/Safety Aware Employer August 29, 2024 Casey McCabe, Community Development Director City of Prior Lake 4646 Dakota Street SE Prior Lake, MN 55372 SUBJECT: The Villas at Crest Woods PUD Review Dear Casey, We have reviewed The Villas at Crest Woods PUD residential development consisting of 13 single-family lots, 16 villa lots, and 69 rowhome lots for property located at 13755 and 13855 Crest Avenue and have the following review comments: • A minimum of 75 feet of right of way from the county highway centerline is required for CSAH 18. • A connection to the county’s stormwater facilities is shown on the plans. A full review for rate control is required. Any additional comments will be forwarded following the review of the stormwater study provided on 8/26/24. • The March 14, 2021, trip generation study should be updated to include the revised number of units proposed for the development. • Dedicated right and left turn lanes are required. Please submit detailed construction with design criteria for turn lanes. • Please provide sight line triangles on plans; additional right of way may be required on the plat to accommodate the sight triangles and dedicated turn lanes. • Roadway lighting is required at the county highway intersection, and a fixture that meets the minimum county standard shall be located over the proposed stop sign. • All public street accesses require a County access permit. The plans submitted with the permit applications must be consistent with County comments; please verify that the plans include all requirements on the application checklist. • No ponding, berming, signage, or landscaping is permitted in the County right of way and any work within the right of way shall require a county permit. Thank you for the opportunity to review and comment on The Villas at Crest Woods PUD application. If you have questions or need further information, please contact me at tdill@co.scott.mn.us or 962-496-8839. Sincerely, Terri Dill Principal Planner – Transportation Cc: Lisa Freese, Transportation Services Director Tony Winiecki, County Engineer Craig Jenson, Transportation Planning Manager Megan Tasca, Water Resources Engineer VIA EMAIL To: Luke Schwarz, Assistant City Engineer Casey McCabe, Community Development Director From: Joe Hale, SWCD Permitting Specialist Cc: Joni Giese, PLSLWD Administrator Date: September 17, 2024 Subject: Villas at Crest Woods- Preliminary Plat PIDs 259240023 and 259240023 Thank you for the opportunity to provide review comments on the preliminary plat of 13855 and 13755 Crest Avenue NE in the City of Prior Lake. Prior Lake-Spring Lake Watershed District (PLSLWD) staff have reviewed the preliminary materials provided to the District by the City and offer the following comments: Rule D – Stormwater Management 1. Existing conditions pervious areas as modeled with a CN of 80. This must be revised to a CN of 77 per Rule D.3(g). 2. Section 2.3 of the Stormwater Management Report states, “BMPs conservatively designed as filtration BMPs, additional borings will be obtained to determine infiltration feasibility.” Has this information been provided, and has infiltration been confirmed to be infeasible? 3. Stormwater Management Report should be amended to include discussion of and calculations for the modeled filtration bench discharge rates for the North and South ponds (0.43 and 0.58 cfs, respectively). 4. Wetland 2 is proposed to outlet via a new culvert which lowers the control elevation from 1015.3 to the proposed culvert invert of 1013.0. Loss of wetland storage is required to be mitigated at a ratio of 1:1 in other onsite features above and beyond the storage required for volume control. 5. If the proposed plan includes filling Wetlands 5 and 6. Wetland storage is required to be mitigated at a ratio of 1:1 in other onsite features above and beyond the storage required for volume control. 6. Volume control is planned to be addressed by two filtration basins. Comments regarding these basins include: a. Sheet C5.3 Details 3 & 4 refer to a filtration bench section detail which does not appear to exist. Is this Detail 1? b. It is unclear if the notes below Sheet C5.3 Detail 3 apply to just the Southern basin or both basins. c. The planting soil mix specified in Sheet C5.3 Details 1 and 3 is a phosphorus source, inappropriate for filtration. This specification must be revised per the MN Stormwater Manual guidance for biofiltration media in the presence of an underdrain. d. Sheet C5.3 Detail cross section with exterior planting medium and interior sand is not an acceptable cross section. 4646 Dakota Street SE, Prior Lake, MN 55372 • (952) 447-4166 www.plslwd.org • info@plslwd.org e. As part of the Developers Agreement with the City, double ring infiltration testing is recommended to be required post-construction to confirm construction did not compromise filtration performance. 7. Sheet L1.0 indicates “Lower Basin Native Seed Mix” for filtration benches and wetland buffer areas. Provide specifications for review to confirm suitability. 8. SAFL Baffles are recommended at all CBMHs with sumps. Rule G – Wetland Alteration 1. There are seven (7) wetlands onsite or partially onsite. The stormwater management report and grading plan suggest Wetlands 5 and 6 are proposed to be filled to accommodate the development. Please provide a copy of the WCA application for this alteration. If this fill is approved by the WCA LGU, the storage lost due filling must be mitigated (see Stormwater Management Comment #5). 2. Proposed grading limits appear to overlap/coincide with wetland boundaries in areas around Wetlands 1, 2 and 3. This may result in inadvertent wetland fill. Construction limits should be revised to clearly be upslope of wetland boundaries. Rule J – Buffer Strips 1. The District’s Comprehensive Wetland Plan classifies onsite wetlands as follows in the table below. Plan Sheet SW1.7 (Native Buffer Narrative) indicates all waterbodies will be provided with an average 30-ft buffer. This is inconsistent with Plan Sheet W1.0 which has variable widths. Neither of these sheets meet the PLSLWD minimum and average buffer widths required for Wetlands 1, 2, 3 and 4. Wetland Delineation # Management Class (per approved PLSLWD Wetland Plan) Apparent Management Class (per MNRAM) Minimum Buffer Width Required [Feet] Average Buffer Width Required [Feet] Wetland 1 Natural Areas 50 75 Wetland 2 not in inventory Hydrology 25 50 Wetland 3 Natural Areas 50 75 Wetland 4 Hydrology 25 50 Wetland 5 Basic 15 30 Wetland 6 not in inventory Basic 15 30 Wetland 7 Basic 15 30 2. It is suggested that the Wetland Mitigation Plan (Sheet W1.0) be amended to ease review of required PLSLWD buffers. This sheet should identify for each wetland the minimum buffer width proposed, the average buffer width proposed, the required buffer area based on the required average width, and the area of the proposed buffer. The proposed buffer area must be at least equal to the buffer area required based on the required average width. 3. Add post-construction silt fence (or biologs) at the upland edge of the buffer where the overall grading limits extend into the buffer. 4646 Dakota Street SE, Prior Lake, MN 55372 • (952) 447-4166 www.plslwd.org • info@plslwd.org 4. Sheet SW1.7 Permanent Stabilization Notes Site Specific specifies seeding of wetland buffer areas with MNDOT seed mix 33-261 (Stormwater South and West) which is appropriate for filtration basins, not buffer areas. 5. Sheets SW1.3 through SW1.5 specify MNDOT Category 3 erosion control blanket on pond slopes, buffer areas and all slopes greater than 4.1. This MNDOT reference appears incorrect. Erosion control blanket is required to be natural/net-free. 6. The Grading Plan and Wetland Mitigation Plan must be revised to include monumentation of the upland edge of the wetland buffer at each change in the buffer line bearing. 7. Legal descriptions, and AutoCAD Civil 3D layers for proposed buffers and wetland boundaries will be required for review and acceptance of PLSLWD conservation easement boundaries. 8. The owner will be required to enter into a Developers Agreement with the District for establishment of and record Conservation Easements over the wetlands and buffer areas. Details for buffer monumentation and vegetation establishment are detailed in Rule J Paragraphs 7 and 8, respectively, and must be incorporated into the construction or landscape plans. [Phone] 952-447-9800 | [Fax] 952-447-4245 | cityofpriorlake.com 4646 Dakota Street SE Prior Lake, MN 55372 Memorandum To: Community Development Department From: Luke Schwarz, Assistant City Engineer Kris Keller, Project Engineer Date: August 29, 2024 Re: Villas at Crest Woods – Preliminary Plat We have reviewed the preliminary plat documents submitted for the Villas at Crest Woods development east of Crest Avenue (CR 18) at 138th Street as prepared by Civil Site Group. The following documents were reviewed: • Civil Plan Set - 5 Project Plans.pdf • Geotechnical Report - Geotechnical Evaluation.pdf • Stormwater Management Study – Stormwater Report.pdf Comments are provided within this Memorandum and in the corresponding redlined plan set. Please note that not all comments within the plan set are in the Memorandum. We have the following comments with regards to stormwater management and engineering: General 1. Submit for and provide copies to the City of all required permits from regulatory agencies (MCES, Minnesota Pollution Control Agency, Minnesota Department of Health, NPDES, etc.) 2. An NPDES permit is required for this site as it exceeds 1 acre of disturbance. 3. Additional comments may be generated by PLSLWD’s review of the revised plans 4. Additional redline comments are provided in the accompanying plan set. Provide a response to all comments in this memo and the redlined plan set. Plat 1. Provide drainage and utility easements for all public utilities running across private property. a. The width of the easement should be at least two times the greatest depth of the utility with a minimum of 20' centered on the utility 2. Provide drainage and utility easements for all drainage swales that convey water from one lot across another a. The width of the easement should be a minimum of 10’ with at least 5' on either side of the center of the swale 3. The City will own the portion of Outlot D south of the trail from the park. All other Outlots and the remaining portion of Outlot D will be owned by the Homeowners’ Association. Streets/Trails 1. Update previous traffic generation calculations with the revised unit types. 2. The proposed site plan shows improvements at the Crest Avenue (CSAH 18) and 138th Street intersection of adding a southbound left turn land and northbound right turn lane. The design of these improvements will need to be coordinated with Scott County including the required length of the turn lane bay and the width of the turn lanes. Typically, the turn lane length is 250ft to 300ft and the width is 13ft to 14ft to the face of curb. Include a typical section for the Crest Avenue (CSAH 18) improvements. 3. 138th Street at Crest Avenue (CSAH 18) is proposed to be widened to include four lanes, westbound approaching Crest Avenue (CSAH 18) with a right, through and left and eastbound exiting one through lane. The plan shows the lanes adjacent to the curb at a width of 12ft to back of curb. At a minimum these widths should be 12ft to the face of curb or 13ft to back of curb. The taper to the turn lanes should be a minimum of 10:1. A typical section should be provided for the 138th Street Improvements (Collector Street). a. Widen the 138th Street right turn lane to a minimum of 12ft to the face of curb b. Lengthen turn lanes to a minimum of 200ft of storage i. The taper to the turn lanes should be a minimum of 10:1 4. The side street approaches to 138th Street should have stop sign control. 5. A sight line analysis shall be completed for all intersections. 6. The final plans should include a signing and pavement marking plan, including at a minimum: size and locations of stop signs, street signs and pedestrian crossing signs, and size type and location of street lane markings and pedestrian crossing striping. 7. Street Profiles a. Provide street profiles that show the proposed street grades and vertical curves. b. Identify centerlines of connecting streets at intersections in profile views. c. Vertical curves need to meet the minimum required K value (30 for crest curves, 36 for sag curves) for 30 mph. 8. Provide horizontal curve/alignment information for all roads. a. Curves must meet a 30 MPH design speed and shall have a minimum 250’ centerline radius Stormwater Management 1. Rate Control a. Submit the .hcp HydroCAD models to allow for review of the wetland bounce and inundation analysis. 2. Volume Control a. Include the proposed County Road impervious in PR8C Offsite in the volume control calculations. 3. Water Quality a. Include the water quality calculations in the drainage report as an attachment. 4. Freeboard a. The low floor elevations need to be raised to be 2 feet above the 100-year HWL. b. Low openings shall be at least 2 feet above the EOF, including low point EOFs. 5. Basin Design a. Show draintile cleanouts for the filtration basins. b. Set the draintile at a minimum 0.5% slope. c. The EOF of a pond should be 1 foot higher than the HWL. The top of the berm should be 2 feet higher than the HWL. 6. Hydrologic and Hydraulic Analysis a. Revise the HydroCAD labels in the existing model to match the drainage area map. b. Revise the existing HydroCAD model and existing drainage area map subcatchments impervious acreage, pervious acreage, and total acreage for consistency between one another. c. Only model changes from existing to proposed conditions that are shown on the plans, or add the required changes to the plans. i. Wetland 1 bottom elevation and EOF elevation/length is modified from the existing to proposed conditions model with no grading changes proposed. ii. Wetland 4 storage and EOF changes from the existing to proposed conditions model but no changes are shown on the plans. d. Utilize a minimum time of concentration value of 7 minutes. Grading Plan 1. The maximum allowable slopes in maintained areas are 4:1. There are several locations of 3:1 slopes near homes off Lupine Trail on the south side of the project. 2. Include house style detail drawing. 3. Show driveway grades as percentages on the grading plan. 4. Label the OHW and 100-year HWL for the wetlands on the grading plan. 5. A retaining wall plan prepared by a licensed engineer is required for all walls exceeding 4-feet in height. 6. Show wetland buffers and wetland buffer sign locations on the grading plan. 7. Add EOFs using arrows and elevations from low points in addition to the waterbodies. 8. Specify access routes to the ponds (maximum of 8% grade, maximum of 2% cross slope, minimum of 10’ wide). 9. Grading in northeast corner must be done to accommodate future development of 3 lots. Utilities 1. Storm Sewer a. Provide rational calculations for the storm sewer, designed for the 10-year 24-hour event. b. Provide inlet capacity calculations. c. Locate catch basins to collect drainage on the upstream side of the intersection. d. Locate catch basins on property lines and avoid placement in front of driveways. e. The minimum allowable pipe size for public storm sewer is 15”. If the 12” pipes shown on the plans will be privately owned, designate that on the plans. f. Revise FES elevation into the ponds to match the NWL of the pond. g. Utilize MnDOT’s standard plate for riprap. h. Provide riprap at all outfall FES. i. For the storm sewer that crosses private property, install within a drainage and utility easement. j. Match pipe crowns at junction structures. 2. Sanitary Sewer a. The maximum depth of the sanitary sewer service at the ROW line shall be 10’ unless documented by a proposed house or building elevation that justifies a deeper service. b. Adjust or add sanitary sewer structures to keep the watermain alignment within the roadway c. Install service risers where cover over the top of the sanitary main is greater than 12’ or as directed by the engineer. d. Provide 10 gauge tracer wires for the sanitary sewer services for locating purposes. The tracer wire should connect to a tracer wire access box at the easement (see Plate #401). e. Look to direct the sanitary sewer for the townhomes along 138th Street to the south. i. Negotiate how/where the storm sewer crosses Lupine Trail from Wetland 2 to Wetland 3 to avoid the sanitary sewer and watermains 3. Watermain a. Hydrant leads should consist of an 8" x 6" tee with a 6" hydrant lead. An 8"x8" tee with 8" to 6" reducer is not necessary b. Hydrant leads should be on the same side as the watermain. c. All water service pipe to be CTS HDPE SDR 9 d. All fittings for watermain shall be Ductile Iron Compact Fittings. Fittings shall be furnished with fusion bonded epoxy external coating and interior lining. All fittings shall be wrapped in polyethylene. e. All watermain hydrant leads to be DIP CL 52 f. Show all proposed storm sewer 'greyed out' or muted on plans (similar to existing) g. Call out sizes of proposed gate valves h. Provide additional services to future lots at the east end of 138th Street on the north side i. Provide a hydrant at the end of the services for the townhomes on the southwest leg. Miscellaneous 1. Retaining walls exceeding 4’ in height require a plan prepared by a licensed engineer submitted for review and approval prior to permit issuance. SWPPP 1. Add documentation of training to the SWPPP. 2. Include the construction entrance in the estimated BMP quantities tabulation. 3. Because the BMPs will be privately owned, a maintenance agreement is required. Please submit. 4. Add inlet protection to the CBs on CR 18. 5. Provide a note on the plans specifying that sediment control BMPs shall be installed by the contractor and inspected by the City before any land disturbing activities can occur. Wetland 1. Wetlands were delineated in 2019 and a replacement plan for the wetland impacts was approved in 2021 (LGU Approval No. 19023). Mitigation credits were withdrawn March 2022. Impacts proposed in the preliminary plat are approved. If impacts are modified, the applicant contact the city for review. 2. Wetland buffers do not comply with Section 3.1.iv of the Public Works Design Manual. Update buffers to comply with this Section. PLSLWD 1. Additional comments may be generated by PLSLWD’s review of the revised plans SCOTT COUNTY TRANSPORTATION SERVICES DIVISION PROGRAM DELIVERY· TRAFFIC· HIGHWAY OPERATIONS· MOBILITY MANAGEMENT GOVERNMENT CENTER EAST, 200 FOURTH AVENUE WEST· SHAKOPEE, MN 55379 (952) 496-8346 · Fax: (952) 496-8365 · www.scottcountymn.gov LISA J. FREESE ANTHONY J. WINIECKI, P.E. Transportation Services Director County Engineer An Equal Opportunity/Safety Aware Employer August 29, 2024 Casey McCabe, Community Development Director City of Prior Lake 4646 Dakota Street SE Prior Lake, MN 55372 SUBJECT: The Villas at Crest Woods PUD Review Dear Casey, We have reviewed The Villas at Crest Woods PUD residential development consisting of 13 single-family lots, 16 villa lots, and 69 rowhome lots for property located at 13755 and 13855 Crest Avenue and have the following review comments: • A minimum of 75 feet of right of way from the county highway centerline is required for CSAH 18. • A connection to the county’s stormwater facilities is shown on the plans. A full review for rate control is required. Any additional comments will be forwarded following the review of the stormwater study provided on 8/26/24. • The March 14, 2021, trip generation study should be updated to include the revised number of units proposed for the development. • Dedicated right and left turn lanes are required. Please submit detailed construction with design criteria for turn lanes. • Please provide sight line triangles on plans; additional right of way may be required on the plat to accommodate the sight triangles and dedicated turn lanes. • Roadway lighting is required at the county highway intersection, and a fixture that meets the minimum county standard shall be located over the proposed stop sign. • All public street accesses require a County access permit. The plans submitted with the permit applications must be consistent with County comments; please verify that the plans include all requirements on the application checklist. • No ponding, berming, signage, or landscaping is permitted in the County right of way and any work within the right of way shall require a county permit. Thank you for the opportunity to review and comment on The Villas at Crest Woods PUD application. If you have questions or need further information, please contact me at tdill@co.scott.mn.us or 962-496-8839. Sincerely, Terri Dill Principal Planner – Transportation Cc: Lisa Freese, Transportation Services Director Tony Winiecki, County Engineer Craig Jenson, Transportation Planning Manager Megan Tasca, Water Resources Engineer VIA EMAIL To: Luke Schwarz, Assistant City Engineer Casey McCabe, Community Development Director From: Joe Hale, SWCD Permitting Specialist Cc: Joni Giese, PLSLWD Administrator Date: September 17, 2024 Subject: Villas at Crest Woods- Preliminary Plat PIDs 259240023 and 259240023 Thank you for the opportunity to provide review comments on the preliminary plat of 13855 and 13755 Crest Avenue NE in the City of Prior Lake. Prior Lake-Spring Lake Watershed District (PLSLWD) staff have reviewed the preliminary materials provided to the District by the City and offer the following comments: Rule D – Stormwater Management 1. Existing conditions pervious areas as modeled with a CN of 80. This must be revised to a CN of 77 per Rule D.3(g). 2. Section 2.3 of the Stormwater Management Report states, “BMPs conservatively designed as filtration BMPs, additional borings will be obtained to determine infiltration feasibility.” Has this information been provided, and has infiltration been confirmed to be infeasible? 3. Stormwater Management Report should be amended to include discussion of and calculations for the modeled filtration bench discharge rates for the North and South ponds (0.43 and 0.58 cfs, respectively). 4. Wetland 2 is proposed to outlet via a new culvert which lowers the control elevation from 1015.3 to the proposed culvert invert of 1013.0. Loss of wetland storage is required to be mitigated at a ratio of 1:1 in other onsite features above and beyond the storage required for volume control. 5. If the proposed plan includes filling Wetlands 5 and 6. Wetland storage is required to be mitigated at a ratio of 1:1 in other onsite features above and beyond the storage required for volume control. 6. Volume control is planned to be addressed by two filtration basins. Comments regarding these basins include: a. Sheet C5.3 Details 3 & 4 refer to a filtration bench section detail which does not appear to exist. Is this Detail 1? b. It is unclear if the notes below Sheet C5.3 Detail 3 apply to just the Southern basin or both basins. c. The planting soil mix specified in Sheet C5.3 Details 1 and 3 is a phosphorus source, inappropriate for filtration. This specification must be revised per the MN Stormwater Manual guidance for biofiltration media in the presence of an underdrain. d. Sheet C5.3 Detail cross section with exterior planting medium and interior sand is not an acceptable cross section. 4646 Dakota Street SE, Prior Lake, MN 55372 • (952) 447-4166 www.plslwd.org • info@plslwd.org e. As part of the Developers Agreement with the City, double ring infiltration testing is recommended to be required post-construction to confirm construction did not compromise filtration performance. 7. Sheet L1.0 indicates “Lower Basin Native Seed Mix” for filtration benches and wetland buffer areas. Provide specifications for review to confirm suitability. 8. SAFL Baffles are recommended at all CBMHs with sumps. Rule G – Wetland Alteration 1. There are seven (7) wetlands onsite or partially onsite. The stormwater management report and grading plan suggest Wetlands 5 and 6 are proposed to be filled to accommodate the development. Please provide a copy of the WCA application for this alteration. If this fill is approved by the WCA LGU, the storage lost due filling must be mitigated (see Stormwater Management Comment #5). 2. Proposed grading limits appear to overlap/coincide with wetland boundaries in areas around Wetlands 1, 2 and 3. This may result in inadvertent wetland fill. Construction limits should be revised to clearly be upslope of wetland boundaries. Rule J – Buffer Strips 1. The District’s Comprehensive Wetland Plan classifies onsite wetlands as follows in the table below. Plan Sheet SW1.7 (Native Buffer Narrative) indicates all waterbodies will be provided with an average 30-ft buffer. This is inconsistent with Plan Sheet W1.0 which has variable widths. Neither of these sheets meet the PLSLWD minimum and average buffer widths required for Wetlands 1, 2, 3 and 4. Wetland Delineation # Management Class (per approved PLSLWD Wetland Plan) Apparent Management Class (per MNRAM) Minimum Buffer Width Required [Feet] Average Buffer Width Required [Feet] Wetland 1 Natural Areas 50 75 Wetland 2 not in inventory Hydrology 25 50 Wetland 3 Natural Areas 50 75 Wetland 4 Hydrology 25 50 Wetland 5 Basic 15 30 Wetland 6 not in inventory Basic 15 30 Wetland 7 Basic 15 30 2. It is suggested that the Wetland Mitigation Plan (Sheet W1.0) be amended to ease review of required PLSLWD buffers. This sheet should identify for each wetland the minimum buffer width proposed, the average buffer width proposed, the required buffer area based on the required average width, and the area of the proposed buffer. The proposed buffer area must be at least equal to the buffer area required based on the required average width. 3. Add post-construction silt fence (or biologs) at the upland edge of the buffer where the overall grading limits extend into the buffer. 4646 Dakota Street SE, Prior Lake, MN 55372 • (952) 447-4166 www.plslwd.org • info@plslwd.org 4. Sheet SW1.7 Permanent Stabilization Notes Site Specific specifies seeding of wetland buffer areas with MNDOT seed mix 33-261 (Stormwater South and West) which is appropriate for filtration basins, not buffer areas. 5. Sheets SW1.3 through SW1.5 specify MNDOT Category 3 erosion control blanket on pond slopes, buffer areas and all slopes greater than 4.1. This MNDOT reference appears incorrect. Erosion control blanket is required to be natural/net-free. 6. The Grading Plan and Wetland Mitigation Plan must be revised to include monumentation of the upland edge of the wetland buffer at each change in the buffer line bearing. 7. Legal descriptions, and AutoCAD Civil 3D layers for proposed buffers and wetland boundaries will be required for review and acceptance of PLSLWD conservation easement boundaries. 8. The owner will be required to enter into a Developers Agreement with the District for establishment of and record Conservation Easements over the wetlands and buffer areas. Details for buffer monumentation and vegetation establishment are detailed in Rule J Paragraphs 7 and 8, respectively, and must be incorporated into the construction or landscape plans.