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08/10/2016 P&Z Packet
CITY OF LINO LAKES PLANNING & ZONING BOARD MEETING Wednesday, August 10, 2016 6:30 p.m. Council Chambers Please be courteous and turn off all electronic devices during the meeting. A CFXT-n A 1. CALL TO ORDER AND ROLL CALL 2. APPROVAL OF AGENDA 3. APPROVAL OF MINUTES: July 13, 2016 4. OPEN MIKE 5. ACTION ITEMS A. Woods Edge PUD Final Plan/Final Plat B. PUBLIC HEARING: Chavez Preserve Preliminary Plat C. PUBLIC HEARING: Eagle Brook Church Addition Conditional Use Permit & Site Plan Review D. PUBLIC HEARING: Amend Chapter 1007 to opt out of Minnesota Statutes Section 462.3693 regarding the creation and regulation of temporary family health care dwellings 6. DISCUSSION ITEMS A. Project Updates 7. ADJOURN Meeting guidelines on reverse side. City of Lino Lakes Planning & Zoning Board MEETING GUIDELINES Oven Mike — The purpose of a Board Meeting is to accomplish the business of the city. When presenting at a meeting please remember to be respectful, and follow these guidelines: • Please address the meeting chair. • State your name and address for the record. • Please observe a 4 -minute limit. • The topic must relate to city business. • Open Mike is for items not on the agenda. • A spokesperson must represent a group of five or more — groups will have 8 minutes. • The Presiding Officer may limit duplicative presentations. • Remember, the meeting is to discuss city business only. Public Hearing - Held as a separate item of business on the agenda. The public hearing segment is your opportunity to tell the Board how you feel about issues scheduled to be heard. Typically, a hearing follows these steps: • The Presiding Officer (Chair or Vice -Chair) will announce the proposal to be reviewed and ask for the staff report. The presiding Officer shall maintain strict order and etiquette at all meetings. • Staff will present their report on the proposal. • Board members will then ask City Staff questions about the proposal. • The Presiding Officer will then open up the public hearing for anyone present who wishes to comment on the proposal. This is the time for the public to make comments or ask questions about the proposal. Comments should be limited to four (4) minutes unless further time is granted by the Presiding Officer. All comments should be directed to the Board as a body and not to any individual Board Member or City Staff Member unless permission is granted by the Presiding Officer. No person shall be permitted to enter into any discussion, either directly or through a member of the Board without the permission of the Presiding Officer. • After everyone in the audience wishing to speak has given his/her comments, the Presiding Officer shall close the public hearing. • The Board will then discuss the proposal. No further public comments are allowed. • The Board will then make a recommendation(s) and/or a decision. When you are called upon for your comments, please step to the microphone at the podium and state your name and address for the record. Occasionally, the Board may continue a hearing to another meeting before taking action. Meeting Etiquette The Planning & Zoning Board must preserve order and decorum while the meeting is in session. A resident shall not, by conversation or otherwise, delay or interrupt the proceedings or the business of the Board, nor disturb any resident or Board Member while speaking or refuse to obey the orders of the Board. STAFF ORIGINATOR: P & Z MEETING DATE REQUEST: CASE NUMBER: APPLICANTS: OWNERS: REVIEW SCHEDULE: PLANNING & ZONING BOARD AGENDA ITEM 5.A. Kendra Lindahl, Landform August 10, 2016 PUD Final Plan and Final Plat for "Woods Edge" FP2016-003 and PF2016-001 D.R. Horton, Inc. — Minnesota 20860 Kenbridge Ct. Lakeville, MN 55044 Lino Lakes EDA Complete Application Date: July 19, 2016 Environmental Board Meeting: July 27, 2016 EDAC Meeting: N/A Park Board Meeting: N/A P & Z Board Meeting: August 10, 2016 City Council Work Session September 6, 2016 City Council Meeting: September 12, 2016 60 -Day Review Date: September 17, 2016 60 -Day Extension: November 16, 2016 BACKGROUND Woods Edge is part of the Lino Lakes Town Center PUD that was approved in 2004. The Planning & Zoning Board reviewed the PUD Development Stage/Preliminary Plat review and a text amendment for the "Lino Lakes Town Center Design & Development Guide" on June 8, 2016 and the City Council approved the project on July 11, 2016. The proposed development is a 112 unit attached townhome project on 11.2 acres in the Town Center (Outlots B and C of the Village No. 3). The Final Plat and PUD Final Plan request is for approval of Phase I of this project. The project also includes a request for vacation of a drainage and utility easement, which will be considered at a public hearing at the August 22nd and September 12t" Council meetings. Previous Council approvals include: • Resolution No. 16-67 approving PUD development stage plan and preliminary plat Ordinance No. 06-16 ordinance text amendment to modify the residential development standards for Lino Lakes Town Center for Woods Edge established by Ordinance No. 04- 04 • Resolution No. 16-74 Approving Summary Publication of Ordinance No. 06-16 The current Land Use Application is for consideration of the following: • PUD Final Plan/Final Plat The following staff report is based on the application received on July 19, 2016 and the revised plan set prepared by Westwood Professional Services, Inc. dated August 4, 2016. ANALYSIS Revisions to PUD Development Stage Plan/ Preliminary Plat Resolution 16-67 approved the PUD Development Stage Plan/Preliminary Plat with conditions required prior to approval of the PUD Final Plan/Final Plat. The conditions have been satisfied unless otherwise noted in this report. Land Use and Density The property is guided Mixed Use and zoned PUD as part of the Town Center master plan. The density is 10 units per acre (112 units on 11.2 acres). This is consistent with the Town Center standards, which require a minimum of 10 units per acre and a maximum of 24 units per acre. The final plat is for phase 1, which includes 65 lots and 13 outlots. The plat includes 60 homes as well as common lots maintained by the HOA and outlots for future development or permanent open space. The remaining 52 homes will be a second phase of construction. The applicant will submit a final plat for that 2nd phase for City approval. PUD Final Plan/Final Plat Conformity with the Comprehensive Plan and Zoning Code The PUD Final Plan/ Final Plat has been reviewed for compliance with the comprehensive plan, zoning and subdivision ordinance. The proposed development meets the performance standards of the subdivision and zoning ordinance. Blocks and Lots The final plat creates 65 lots and 13 outlots. Outlots A and B are the internal private streets that will be built to serve the project. Outlot C primarily stormwater ponds and wetland. The remaining outlots are for future townhome development. 2 Easements Standard drainage and utility easements are being dedicated on individual lots and over stormwater management facilities. A 20 -foot wide drainage and utility easements must be added over the watermain crossing Block 4. The drainage and utility easements are being dedicated over Outlot C for protection of the stormwater management ponds, wetlands and wetland buffers. There is also a drainage and utility easement over Lot 8, Block 2 for the stormwater management area. The application has also submitted a request for vacation of drainage and utility easements over Outlot B and Outlot D. That is being processed separately. Street and Utilities The public streets that will provide access to the site were previously constructed and will provide the primary access to the site. New private streets will be constructed to provide internal access and they will be owned and maintained by the homeowners association (HOA). These private drives are currently shown as 26 -feet wide (back-to-back). This is consistent with City standards. Architecture The applicant is proposing a mix of 4-8 unit buildings. The buildings all provide access via new private streets and have front porches facing the existing public streets (Town Center Parkway, Village Drive and Woods Edge Boulevard). All of the townhomes will be part of a homeowners association (HOA) that will be responsible for maintenance of the common areas, including the private streets. The HOA will provide snow removal and landscape maintenance for the individual lots and the common areas. The City Council did approve a text amendment allowing vinyl siding on the homes. However, there was much discussion about the appearance of vinyl. Staff is working with the applicant to evaluate using LP or Hardi-board on the front facades or as trim on the units rather than vinyl. Staff is recommending that at minimum front facades incorporate hardboard trim. Park Dedication Park dedication shall be cash in lieu of land at $2,500 per unit ($150,000 total for the 60 units in Phase I). Additionally, the City is working with Anoka County Parks to development a playground south of Outlot C. 3 Development Contract A development contract shall be drafted by the City, executed by the city and the developer and recorded by the developer. RECOMMENDATION Staff recommends approval of the PUD Final Plan/Final Plat for Woods Edge. The following items shall be addressed prior to approval by the City Council unless otherwise noted: 1. All comments from the City Engineer letter dated August 3, 2016 shall be addressed. 2. A Development Contract shall be drafted by the City, executed by the City and the developer and recorded by the developer. 3. A Maintenance Agreement for Stormwater Management Facilities shall be drafted by the City. 4. Approval from Rice Creek Watershed District shall be required prior to recording of the final plat. 5. Wetland conservation easement documents and exhibits shall be drafted by the developer, approved by RCWD and the City and recorded by the developer. 6. Rice Creek Watershed District (RCWD) must approve the wetland delineation and the applicant must comply with all conditions. 7. Trail corridors shall be a minimum of 20 feet wide. The trail easement in Outlot C should be clearly shown on the plans. Developer will work with City Attorney on final form of trail corridor. 8. Driveways shall be a minimum of 22 feet long. 9. Architecture. The plans should be revised to address the following: a. Ensure that building elevations on secondary fronts are upgraded to include two different styles of siding (lap, shake or board and batten). The upgraded secondary front should be provided on the following lots shown on the preliminary plat: i. Lots 8 and 27, Block 3 (now Lot 8, Block 3 and Phase II Lot 8, Block 3) ii. Lots 7 and 8, Block 1 (now Lot 7, Block 1 and Phase II Lot 1, Block 1) iii. Lots 16 and 17, Block 1 (Phase II Lots 9 and 10, Block 1). In this location, the developer could provide a more robust landscape plan between the units and the upgraded secondary side elevation could be waived. The final design shall be submitted with final plat. b. Final building materials and colors shall be submitted for City review and approval with the PUD final plan/final plat application. i. The Council did approve a change to the ordinance to allow vinyl siding, 2 however, the applicant should replace the proposed vinyl trim on the front (and secondary front) elevations with LP or Hardi trim. 10. The architecture plans for the 6 -unit homes received on July 19, 2016 shall be revised to match the articulation every two units as shown on the civil drawings. 11. Homeowner Association documents shall be required to be approved by the City Attorney and filed with PUD Final Plan/Final Plat. 12. Park dedication for the Woods Edge plat shall be cash in lieu of land for 60 units. The remaining park dedication shall be due with the final plat for Phase II. 13. Landscape Plan comments; a. The landscape plan shall be revised to replace the rock mulch between driveways with turf or a mix of landscaping and wood mulch. b. The Green Spire Lindens shall be replaced with a different species. Coordinate with Marty Asleson. c. The seed mix for Infiltration Basin 1 must be verified and approved by the City. d. Outlot C is proposed to be seeded with MnDOT 33-261 which is a native mix. While appropriate for the area, the developer will need to enter into a 3 year maintenance contract with a qualified firm, to ensure establishment of the native area. The contract should describe the annual maintenance activities prescribed for each year of the contract. e. Planting notes should be modified to reflect the following lawn prep requirements: i. Prior to sodding subgrade shall be loosened to a depth of 6". Top soil mix shall be placed at a minimum depth of 4". % of the mixture depth shall be placed over the loose soil and mixed into the top 2" of subgrade. The remainder of the soil can then be added. ii. City inspection required prior to sod placement. 14. Remove wetland label from stormwater ponds (page 2 of 4 of final plat). 15. The final design of the monument must be submitted for review and approval by the City. 16. Fixture details for private drive and driveway lighting shall be submitted for City review and approval. ATTACHMENTS 1. City Engineer Memo dated August 3, 2016 2. Location map 3. Final Plat received August 3, 2016 4. Site Plan received August 3, 2016 5. Final Landscaping Plan received August 3, 2016 6. Wetland Buffer Plan received August 3, 2016 7. Grading, Drainage and Erosion Control plan (sheets 1 — 6) 5 Sanitary Sewer, Water Main, Storm Sewer and Streets (sheets 1-13) Revised Elevations received July 19, 2016 Building a legacy—your legacy. Memorandum To: Katie Larsen, City Planner From: Diane Hankee PE, City Engineer Nick Guilliams PE, WSB and Associates Date: August 3, 2016 Re: Woods Edge Plan Review WSB Project No. 2988-190 701 Xenia Avenue South Suite 300 Minneapolis, MN 55416 Tel: 763-541-4800 Fax: 763-541-1700 We have reviewed the Preliminary Plat documents submitted on July 18, 2016 for Woods Edge, Lino Lakes, MN prepared by Westwood. The following are our review comments that should be responded to in writing by the applicant. The plans and specification shall reference the City's 2016 General Specifications and Standard Detail Plates for Street and Utility Construction, the 2013 CEAM, and the 2016 MnDOT Standard Specifications. GRADING, EROSION AND SEDIMENT CONTROL 1. Include description of construction activity and any potential phasing. 2. Show tabulated calculations (pre -impervious, post -impervious). 3. Include the proper training documentation to ensure the SWPPP was developed by a certified professional per the NPDES Construction General Permit. Also include name(s) of trained professional who will be completing required inspections and maintenance activities and who will ensure all permits are applied for and the requirements upheld. 4. Include a site map showing soil types associated with the project, locations of potential pollutant generating activities, direction of flow (pre and post construction), discharge points and where the stormwater is discharged to, receiving waters within 1 mile of the project location. 5. Soil management: methods used to minimize soil compaction and preserve topsoil must be described. 6. Maintenance plan: SWPPP must include a maintenance plan identifying who will be performing future maintenance to the stormwater treatment system. Ms. Katie Larsen August 3, 2016 Page 2 • Provide language of the requirement to not complete final grading until the contributing drainage area has been constructed and fully stabilized unless rigorous erosion prevention and sediment controls are provided. 7. Label required buffer distances from surface waters/wetlands. If buffer distance cannot be maintained, call out that with a note on the plan sheet and provide redundant perimeter control BMPs as required in the NPDES Construction General Permit. 8. Wetland impacts are proposed. Verify size and type of wetland impacts (i.e., permanent/temporary). A Rice Creek Watershed District permit will be required. An US Army Corps of Engineers permit may be required. 9. Describe pollution prevention measures that will betaken during construction process. 10. Show location for temporary/permanent erosion control measures and the estimated quantities for all BMPs. Seven day stabilization requirement (temp/perm). Describe maintenance activities and when to complete maintenance. Inlet protections needed at storm structure inlets; denote on plan set. Show locations for stockpiles and BMP measures for stockpile management. Denote the inspection process/schedule for SWPPP activities as well as the person(s) to ensure the inspections and maintenance activities are being performed. 11. Provide rip rap for the end of FES 44. 12. The grade along the curb line at the parking area on Street 2 (— STA 4+50) does not meet minimum grade requirements (0.5%). 13. Based on the contours shown, the slopes between Lots 7 and 8 Block 2, and the slopes extending out from the fronts of most units exceed the maximum allowable (4:1). STORMWATER MANAGEMENT 1. The stormwater management design and calculations need to be submitted for review. We do not anticipate any significant changes to the proposed layouts with relation to the storm sewer system. 2. Demonstrate how stormwater drainage to the infiltration areas is being pretreated. Only pretreated water shall be discharged into infiltration basins. FLOODPLAIN 1. No comments. \\mspfsv02.lps.imal\Studios\Active Projects\CLL16008 -Woods Edge Final PUD and Final Plat\From Others (Original Data)\2016-08-04 Engineering Review Lino Lakes Woods Edge FINAL.doea Ms. Katie Larsen August 3, 2016 Page 3 WETLANDS Rice Creek Watershed District is the LGU to review and approve the wetland delineation. Thus we have not reviewed for the Wetland Conservation Act (WCA). 1. The legend indicates that wetland fill is proposed. If impacts (fill or excavation) within wetlands is proposed the applicant will need to apply to the Rice Creek Watershed District and, if necessary, the US Army Corps of Engineers. ENVIRONMENTAL 1. An EAW was completed for the project area back in 2003 and is being addressed by the City's planning consultant. TRANSPORTATION The turnarounds at the ends of Street 4 shall be reviewed by a Fire Department official for approval. 2. Provide the geotechnical recommendation (R -value) and pavement design to support the proposed street section or utilize the City's standard street section. 3. The applicant should review the trail easement at Outlot C and adjust as needed. WATER SYSTEM 1. Show the proposed gate valves on the overall utility plan. 2. Provide a 20 ft easement for the watermain shown crossing Block 4. 3. Add a hydrant on Street 4 at approximately 4+00 (midblock) to provide fire protection and air relief. 4. Add a note to maintain 24 -inch minimum vertical clearance between the watermain and sewer crossings. Maintain 10 -foot horizontal clearance between water main and sewer. 5. There are at least 3 locations shown on the plan where the watermain is shown within 2 ft vertically of the sewer. 6. Show horizontal separation on plans between watermain and sewer as 10' minimum. 7. Show water services for lots 1-5 of block 5 on the construction plans. SANITARY SEWER SYSTEM 1. Sanitary services require contractor to provide X, Y and Z GPS coordinates of wyes and service ends for future locating requirements. \\mspfsv02.lps.imal\Studios\Active Projects\CLL16008 -Woods Edge Final PUD and Final Plat\From Others (Original Data)\2016-08-04 Engineering Review Lino Lakes Woods Edge FINAL.docx Ms. Katie Larsen August 3, 2016 Page 4 2. Show sanitary services for lots 1-5 of block 5 on the construction plans. 3. The sanitary sewer main shall be insulated when shallower than 7.5 feet. STORM SEWER SYSTEM 1. There appears to be more impervious area on the drainage area map than the assumed 0.6 C -Value would suggest. Please provide calculations supporting the given C -Value for the drainage areas or provide a revised Storm Sewer Tabulation. 2. Include the pipe from OCS 1 to FES 47 with the Storm Sewer Tabulation. 3. Add a note that the last 3 pipe sections be tied with the FES. 4. The casting for STMH 54 appears incorrect on the Storm Sewer Casting Schedule. 5. The Grading Plan should be updated to reflect the current storm design on Street 4. DEVELOPMENT AGREEMENT 1. Required with final plat. PERMITS 1. NPDES Construction General Permit 2. Rice Creek Watershed Permit a. Wetland delineation per the WCA b. Wetland buffers c. Stormwater and erosion control d. Wetland alternation 3. US Army Corps of Engineers Section 404 Permit 4. MDH for Water System 5. MPCA Sanitary Sewer Extension 6. DNR Water Appropriation if temporary dewatering is needed. If you or the applicant has any questions regarding these comments, please contact Diane Hankee at (651) 982-2430 or diane.hankee@ci.lino-lakes.mn.us. \\mspfsv02.lps.imal\Studios\Active Projects\CLL16008 -Woods Edge Final PUD and Final Plat\From Others (Original Data)\2016-08-04 Engineering Review Lino Lakes Woods Edge FINAL.doea I :=!f7- - I 7 Ac-ial PfaW Flc n Spmg of 2014 0 2015 Westwood Professional Services, Inc. /J QTY. COMMON/BOTANICAL NAME SIZE l ABM 23 892 \vim J AS SHOWN ARM /J 1 \ 11 \ \ I I PROPOSED STREET LIGHT (TYP) 17 \ oof-r 6 SEE DETAIL ` 5 \\ (� (SHEET 3) 9 5 f \ A \ 11 \ \ \\ \\\\l� JTL \ \ A \ �� z A \ \ \ \ \\ \ \ Existing oulevard trees to remain (TYP.) \ \ \ (Replace in—kind with some species if any removals are necessary.) Westwood Phone (952) 937-5150 7699 Anagram Drive Fax (952) 937-5822 Eden Prairie, MN 55344 Toll Free (888) 937-5150 westwoodps.com Westwood Professional Services, Inc. I hereby certify that this plan was prepared by me or under my direct supervision and that I am a duly licensed LANDSCAPE ARCFHTBCT under the laws of the State of Minnesota. Cory Meg; Date: �/16_License Na Re �608-03-16 Update townhome landscape per new building layout 1 Dognelt NW cid: CLM Drawn: NTM Record DmydM by/data Plant Schedule Call 48 Hours before digging: 811 or ca11811.com Common Ground Alliance CODE QTY. COMMON/BOTANICAL NAME SIZE 6 ABM 23 892 \vim J AS SHOWN ARM 26 Armstrong Maple / Acer x freemanii 'Armstrong 2.5" BB/Cont. AS SHOWN -.f BVL / 890_ \ SEED ALL DISTURBED AREAS AS SHOWN -' GSL WITHIN OUTLOT C WITH Greenspire Linden / Tilia cordata 'Greenspire' 2.5" BB/Cont. AS STORM WATER SEED MIX (33-261) 2����— --� — Kindred Spirit Oak / Quercus x warei 'Nadler' \1 1 \ 11 \ \ I I PROPOSED STREET LIGHT (TYP) 17 \ oof-r 6 SEE DETAIL ` 5 \\ (� (SHEET 3) 9 5 f \ A \ 11 \ \ \\ \\\\l� JTL \ \ A \ �� z A \ \ \ \ \\ \ \ Existing oulevard trees to remain (TYP.) \ \ \ (Replace in—kind with some species if any removals are necessary.) Westwood Phone (952) 937-5150 7699 Anagram Drive Fax (952) 937-5822 Eden Prairie, MN 55344 Toll Free (888) 937-5150 westwoodps.com Westwood Professional Services, Inc. I hereby certify that this plan was prepared by me or under my direct supervision and that I am a duly licensed LANDSCAPE ARCFHTBCT under the laws of the State of Minnesota. Cory Meg; Date: �/16_License Na Re �608-03-16 Update townhome landscape per new building layout 1 Dognelt NW cid: CLM Drawn: NTM Record DmydM by/data Plant Schedule Call 48 Hours before digging: 811 or ca11811.com Common Ground Alliance CODE QTY. COMMON/BOTANICAL NAME SIZE SPACING O.C. ABM 23 Autumn Blaze Maple / Acer x freemanii 'Jeffersred' 2.5" BB/Cont. AS SHOWN ARM 26 Armstrong Maple / Acer x freemanii 'Armstrong 2.5" BB/Cont. AS SHOWN -.f BVL 20 Boulevard Linden / Tilia americana 'Boulevard' 2.5" BB/Cont. AS SHOWN -' GSL 15 Greenspire Linden / Tilia cordata 'Greenspire' 2.5" BB/Cont. AS SHOWN 2����— --� — Kindred Spirit Oak / Quercus x warei 'Nadler' \1 _8g — ----- � 0MOT 8 17 --B94— —B96 --fes-- ---�—' /��— AS SHOWN 898.00 12 Red Pointe Maple / Acer rubrum 'Frank Jr.' 2.5" BB/Cont. AS SHOWN ABS 5 Autumn Brilliance Serviceberry / Amelanchier x grandiflora 'Autumn Brilliance' 6' HT., BB Clump AS SHOWN - 14 15 15 Ivory Silk Japanese Tree Lilac / Syringa reticulata 'Ivory Silk' 6' HT., BB Clump 11 12 1,3 SHOWN 1' SSC 9 10 2" BB/Cont. AS g 9 1 \ 11 \ \ I I PROPOSED STREET LIGHT (TYP) 17 \ oof-r 6 SEE DETAIL ` 5 \\ (� (SHEET 3) 9 5 f \ A \ 11 \ \ \\ \\\\l� JTL \ \ A \ �� z A \ \ \ \ \\ \ \ Existing oulevard trees to remain (TYP.) \ \ \ (Replace in—kind with some species if any removals are necessary.) Westwood Phone (952) 937-5150 7699 Anagram Drive Fax (952) 937-5822 Eden Prairie, MN 55344 Toll Free (888) 937-5150 westwoodps.com Westwood Professional Services, Inc. I hereby certify that this plan was prepared by me or under my direct supervision and that I am a duly licensed LANDSCAPE ARCFHTBCT under the laws of the State of Minnesota. Cory Meg; Date: �/16_License Na Re �608-03-16 Update townhome landscape per new building layout 1 Dognelt NW cid: CLM Drawn: NTM Record DmydM by/data Plant Schedule Call 48 Hours before digging: 811 or ca11811.com Common Ground Alliance CODE QTY. COMMON/BOTANICAL NAME SIZE SPACING O.C. ABM 23 Autumn Blaze Maple / Acer x freemanii 'Jeffersred' 2.5" BB/Cont. AS SHOWN ARM 26 Armstrong Maple / Acer x freemanii 'Armstrong 2.5" BB/Cont. AS SHOWN -.f BVL 20 Boulevard Linden / Tilia americana 'Boulevard' 2.5" BB/Cont. AS SHOWN -' GSL 15 Greenspire Linden / Tilia cordata 'Greenspire' 2.5" BB/Cont. AS SHOWN KSO 10 Kindred Spirit Oak / Quercus x warei 'Nadler' 2.5" BB/Cont. AS SHOWN PRE 17 Princeton Elm / Ulmus americana 'Princeton' 2.5" BB/Cont. AS SHOWN RPM 12 Red Pointe Maple / Acer rubrum 'Frank Jr.' 2.5" BB/Cont. AS SHOWN ABS 5 Autumn Brilliance Serviceberry / Amelanchier x grandiflora 'Autumn Brilliance' 6' HT., BB Clump AS SHOWN JTL 15 Ivory Silk Japanese Tree Lilac / Syringa reticulata 'Ivory Silk' 6' HT., BB Clump AS SHOWN 1' SSC 9 Showtime Crabapple / Malus 'Shotizam' 2" BB/Cont. AS SHOWN i BHS 5 Black Hills Spruce / Picea glauca densata 7' HT., BB AS SHOWN _ Landscape NOTE: QUANTITIES ON PLAN SUPERSEDE LIST QUANTITIES IN Requirements THE EVENT OF A DISCREPANCY. r� �1 \ w fl 1\ I r � aaaa� aaaa� aaaa� aaaa� I SEE DETAIL ' (SHEET 3) * BOULEVARD TREE REQUIREMENT: (1.890 LF) 27 TREES TOWNHOMES SHALL PROVIDE TREES AT A RATE OF 1 TREE PER 70 LINEAR FEET OF PUBLIC ROAD FRONTAGE. (BOULEVARD WITH EXISTING TREES NOT INCLUDUED.) * OPEN SPACE PLANTING REQUIREMENTS: OPEN AREAS SHALL HAVE 1 LARGE TREE AND 3 LARGE SHRUBS PER 2,000 SF. 1 LARGE TREE = 1.5 MEDIUM TREE = 2 SMALL TREE 1 LARGE SHRUB = 1.5 MEDIUM SHRUB = 3 SMALL SHRUB SUBTOTAL CENTRAL OPEN SPACE PLANTINGS REQUIRED: LARGE TREES = 20,125 SF. /2,000 SF. = 11 TREES LARGE SHRUBS = 20,125 SF. /2,000 SF. = 31 SHRUBS SUBTOTAL ROUNDABOUT OPEN SPACE PLANTINGS REQUIRED: LARGE TREES = 2,900 SF. /2,000 SF. = 2 TREES LARGE SHRUBS = 2,900 SF. /2,000 SF. = 5 SHRUBS TOTAL OPEN SPACE PLANTING REQUIRED: * LARGE J/ = 13 TREES LARGE SHRUBS = 36 SHRUBS SITE SHRUBS: r� �1 \ w fl 1\ I r � aaaa� aaaa� aaaa� aaaa� I SEE DETAIL ' (SHEET 3) * BOULEVARD TREE REQUIREMENT: (1.890 LF) 27 TREES TOWNHOMES SHALL PROVIDE TREES AT A RATE OF 1 TREE PER 70 LINEAR FEET OF PUBLIC ROAD FRONTAGE. (BOULEVARD WITH EXISTING TREES NOT INCLUDUED.) * OPEN SPACE PLANTING REQUIREMENTS: OPEN AREAS SHALL HAVE 1 LARGE TREE AND 3 LARGE SHRUBS PER 2,000 SF. 1 LARGE TREE = 1.5 MEDIUM TREE = 2 SMALL TREE 1 LARGE SHRUB = 1.5 MEDIUM SHRUB = 3 SMALL SHRUB SUBTOTAL CENTRAL OPEN SPACE PLANTINGS REQUIRED: LARGE TREES = 20,125 SF. /2,000 SF. = 11 TREES LARGE SHRUBS = 20,125 SF. /2,000 SF. = 31 SHRUBS SUBTOTAL ROUNDABOUT OPEN SPACE PLANTINGS REQUIRED: LARGE TREES = 2,900 SF. /2,000 SF. = 2 TREES LARGE SHRUBS = 2,900 SF. /2,000 SF. = 5 SHRUBS TOTAL OPEN SPACE PLANTING REQUIRED: * LARGE TREES = 13 TREES LARGE SHRUBS = 36 SHRUBS * FOUNDATION PLANTING REQUIREMENTS: (2,464LF.) FOUNDATIONS SHALL HAVE 2 LARGE TREES AND 6 LARGE SHRUBS PER 100 LF. OF BUILDING 1 LARGE TREE = 1.5 MEDIUM TREE = 2 SMALL TREE 1 LARGE SHRUB = 1.5 MEDIUM SHRUB = 3 SMALL SHRUB TOTAL FOUNDATION PLANTING REQUIRED: LARGE TREES = 2,464 LF. /100 LF. 50 TREES LARGE SHRUBS = 2,464 LF. /100 LF. 150 SHRUBS TOTAL PLANTINGS REQUIRED: TOTAL TREES REQUIRED 90 TREES TOTAL SHRUBS REQUIRED 186 SHRUBS Landscape Provisions TOTAL LANDSCAPING PROVIDED: 157 TREES * STREET TREES: 106 TREES * SITE OVERSTORY TREES: 17 TREES * SITE EVERGREEN TREES: 5 TREES * SITE ORNAMENTAL TREES: 29 TREES * SITE SHRUBS: 222 SHRUBS * FOUNDATION SHRUBS: 1,858 SHRUBS Legend 0 DENOTES STREET TREE "KA IVDENOTES ORNAMENTAL TREE DENOTES BUFFER EVERGREEN TREE . DENOTES MaSTING STREET TREE DENOTES PRAIRIE CORDGRASS (Spardw pectinata) MONOCULTURE SEED MDC (SEE NOTES) (.10 ac) ' HARD FESCUE GRASS SEED MDC (LOW MOW APPLICATION) (SEE NOTES) (.20 ac) Prepared for: DR Horton, Inc. - Minnesota 20860 Kenbridge Court, Suite 100 Lakeville, Minnesota 55044 Woods Edge Lino Lakes, MN L__ 0 M !I 0' 50' 100' 150' 0005341 PLF01. dwg Date: 07/19/16 sheet: 1 OF 3 Final Landscape Plan 0 2015 Westwood Professional Services, Inc. Typical Townhome Planting Detail - 5 Unit STREET STREET Legend QUANTITY SUN ALTERNATIVE NOTES: • QUANTITIES ON PLAN SUPERSEDE LIST QUANTITIES IN THE EVENT OF A DISCREPANCY. • CONTRACTOR TO SUBSTITUTE USING SHADE ALTERNATE SPECIES AS DETERMINED BY SOLAR SHADE ALTERNATIVE ORIENTATION OF BUILDING (IE NORTH SIDE PLANTS RECEIVE SHADE ALTERNATE PLANTS). SEE RESPECTIVE PLANT KEY FOR ALTERNATE SPECIES SUBSTITUTIONS. • Q2"RIVER ROCK AT 3" DEPTH WITH WEED BARRIER FABRIC TO BE USED IN BETWEEN DRIVEWAYS • DOUBLE SHREDDED HARDWOOD BARK MULCH TO BE USED AT 3" DEPTH WITH VINYL EDGER ON ALL LANDSCAPE PLANTING BEDS. • ACTUAL AMOUNT OF STAIRS TO VARY PER UNIT BASED UPON TOPOGRAPHY. • SEE LANDSCAPE PLAN FOR STREET AND BOULEVARD TREE LOCATIONS. Townhome Plant Schedule TYPE SHRUBS & PERENNIALS CODE QTY. QTY. QTY. QTY. QTY. QTY. 8 UNIT 7 UNIT 6 UNIT 5 UNIT 4 UNIT 3 UNIT COMMON/BOTANICAL NAME NORTH VARIES 0' 10' 20' 30' SIZE SPACING O.C. RSB 8 7 6 5 4 3 Andropogon gerardii Regent Serviceberry / Amelanchier alnifolia 'Regent' #5 CONT. 5'-0" O.C. fringed brome Bromus ciliatus 2.24 2.00 5.73% 8.10 bluejoint shade alt: no change 0.06 0.18°/ 6.40 slender wheatgrass Elymus trachycaulus 1.12 1.00 2.85% 2.53 Virginia wild rye Elymus virginicus 1.68 1.50 4.28% 2.31 NFS 29 25 22 18 15 11 Poa palustris Neon Flash Spirea / Spiraea japonica 'Neon Flash' #5 CONT. 3'-0" O.C. Indian grass Sorghastrum nutans 0.13 0.12 0.36% 0.55 prairie cordgrass shade alt: no change 0.38 1.07% 0.91 BACKFILL PLANT PIT WITH SPECIFIED Total Grasses 9.53 8.50 24.29% 80.78 awl -fruited sedge Carex sti ata 0.28 0.25 0.71% 3.10 MCS 4 4 4 4 4 4 Scir us cyperinus Magic Carpet Spirea / Spiraea japonica 'Magic Carpet' #5 CONT. 4'-0" O.C. Total Sedges and Rushes 0.56 0.50 1.43% 73.80 Canada anemone shade alt: no change 0.07 0.19% 0.20 marsh milkweed Asclepias incarnata 0.12 0.11 0.32% 0.20 leafy beggarticks Bidens frondosa 0.12 0.11 0.31% 0.20 ABH 14 14 14 14 14 14 Eutrochium maculatum Annabelle Hydrangea / Hydrangea arborescens 'Annabelle' #5 CONT. 4'-0" O.C. autumn sneezeweed He/enium autumnale 0.15 0.13 0.36% 5.97 obedient plant shade alt: no change 0.07 021% 0.30 tall coneflower Rudbeckia laciniata 0.08 0.07 0.21% 0.37 New England aster Symphyotrichum novae-ang/iae 0.08 0.07 0.19% 1.56 SGJ 22 20 18 16 14 12 Zizia aurea Sea Green Juniper / Juniperus chinensis 'Sea Green' #5 CONT. 3'-0" O.C. Total Forbs 1.12 1.00 2.85% 15.13 Oats or winter wheat (see note at beginning of list for recommended dates) shade alt: no change 25.00 71.43% 11.14 Total_CoverCrop_ 28.02_ 25.00 71.43% 11.14 Totals: 39.23 35.00 100.00% 180.85 KFG 45 41 33 29 21 17 Karl Forester Grass / Colamagrostis x acutiflora 'Karl Forester' #1 CONT. 3'-0" O.C. shade alt: no change BES 16 16 16 16 16 16 Goldstrum Black -Eyed Susan / Rudbeckia 'Goldstrum' #1 CONT. 18" O.C. shade alt: PAH Patriot Hosts / Hosta 'Patriot' #1 CONT 18" O.C. RSD 45 39 34 28 23 17 Ruby Stella Daylily / Hemerocallis 'Ruby Stella' #1 CONT. 18" O.C. shade alt: FNA Fonol Astilbe / Astilbe x orendsii 'Fano/' #1 CONT. 18" O.C. AFS 49 42 35 28 21 14 Autumn Fire Sedum / Sedum x 'Autumn Fire' #1 CONT. 18" O.C. shade alt: BGE Biokovo Geranium / Geranium x contobrigiense 'Biokovo' #1 CONT. 18" O.C. Westwood Phone (952) 937-5150 7699 Anagram Drive Fax (952) 937-5822 Eden Prairie, MN 55344 Toll Free (888) 937-5150 westwoodps.com Westwood Professional Services, Inc. I hereby certify that this plan was prepared by me or under my direct supervision and that I am a duly licensed LANDSCAPE ARCHITECT under the laws of the State of Minnesota. ry M Date: I16 License Na Re �608-03-16 Update townhome landscape per new building layout POPelt NW Ctt0111 CLM Drawn: NTM Record DmydM by/data Stormwater Seed Mix - Outlot C ZZ_�Ri Cf--f-Cni"h R Wncf Common Name Scientific Name Rate (kg/ha) Rate (Ib/ac) °/ of Mix (% by wt) Seeds/ sq ft big bluestem Andropogon gerardii 2.24 2.00 5.72% 7.35 fringed brome Bromus ciliatus 2.24 2.00 5.73% 8.10 bluejoint Calama rostis canadensis 0.07 0.06 0.18°/ 6.40 slender wheatgrass Elymus trachycaulus 1.12 1.00 2.85% 2.53 Virginia wild rye Elymus virginicus 1.68 1.50 4.28% 2.31 switchgrass Panicum virgatum 0.43 0.38 1.07% 1.93 fowl bluegrass Poa palustris 1.19 1.06 3.03% 50.70 Indian grass Sorghastrum nutans 0.13 0.12 0.36% 0.55 prairie cordgrass S artina pectinata 0.43 0.38 1.07% 0.91 BACKFILL PLANT PIT WITH SPECIFIED Total Grasses 9.53 8.50 24.29% 80.78 awl -fruited sedge Carex sti ata 0.28 0.25 0.71% 3.10 dark green bulrush Scir us atrovirens 0.21 0.19 0.54% 31.70 woolgrass Scir us cyperinus 0.07 0.06 0.18% 39.00 Total Sedges and Rushes 0.56 0.50 1.43% 73.80 Canada anemone Anemone canadensis 0.08 0.07 0.19% 0.20 marsh milkweed Asclepias incarnata 0.12 0.11 0.32% 0.20 leafy beggarticks Bidens frondosa 0.12 0.11 0.31% 0.20 flat-topped aster Doellingeria umbellata 0.07 0.06 0.17% 1.50 spotted Joe pye weed Eutrochium maculatum 0.07 0.06 0.18% 2.19 autumn sneezeweed He/enium autumnale 0.15 0.13 0.36% 5.97 obedient plant Physostegia virginiana 0.08 0.07 021% 0.30 tall coneflower Rudbeckia laciniata 0.08 0.07 0.21% 0.37 New England aster Symphyotrichum novae-ang/iae 0.08 0.07 0.19% 1.56 blue vervain Verbena hastata 0.06 0.05 0.15% 1.85 golden alexanders Zizia aurea 0.22 020 0.56% 0.79 Total Forbs 1.12 1.00 2.85% 15.13 Oats or winter wheat (see note at beginning of list for recommended dates) 28.02 25.00 71.43% 11.14 Total_CoverCrop_ 28.02_ 25.00 71.43% 11.14 Totals: 39.23 35.00 100.00% 180.85 Purpose: Stormwater pond edges, temporarily flooded flooded ditch bottoms. dry ponds, and temporarily Planting Area: Tallgrass Aspen Parklands, Prairie Parkland, and Eastern Broadleaf Forest Provinces. Mn/DOT Districts 2(west), 3B, 4, Metro, 6, 7 & 8. Planting Notes DECIDUOUS TREE '06' A0 A/1,. r�....e PLANTING LA28 Call 48 Hours before digging: 811 or call811.com Common Ground Alliance 1. CONTRACTOR SHALL CONTACT COMMON GROUND ALLIANCE AT 811 OR CALL811.COM TO VERIFY LOCATIONS OF ALL UNDERGROUND UTILITIES PRIOR TO INSTALLATION OF ANY PLANTS OR LANDSCAPE MATERIAL. 2. ACTUAL LOCATION OF PLANT MATERIAL IS SUBJECT TO FIELD AND SITE CONDITIONS. 3. NO PLANTING WILL BE INSTALLED UNTIL ALL GRADING AND CONSTRUCTION HAS BEEN COMPLETED IN THE IMMEDIATE AREA. 4. ALL SUBSTITUTIONS MUST BE APPROVED BY THE LANDSCAPE ARCHITECT PRIOR TO SUBMISSION OF ANY BID AND/OR QUOTE BY THE LANDSCAPE CONTRACTOR. 5. CONTRACTOR SHALL PROVIDE ONE YEAR GUARANTEE OF ALL PLANT MATERIALS. THE GUARANTEE BEGINS ON THE DATE OF THE LANDSCAPE ARCHITECT'S OR OWNER'S WRITTEN ACCEPTANCE OF THE INITIAL PLANTING. REPLACEMENT PLANT MATERIAL SHALL HAVE A ONE YEAR GUARANTEE COMMENCING UPON PLANTING. 6. ALL PLANTS TO BE SPECIMEN GRADE, MINNESOTA -GROWN AND/OR HARDY. SPECIMEN GRADE SHALL ADHERE TO, BUT IS NOT LIMITED BY, THE FOLLOWING STANDARDS: ALL PLANTS SHALL BE FREE FROM DISEASE, PESTS, WOUNDS, SCARS, ETC. ALL PLANTS SHALL BE FREE FROM NOTICEABLE GAPS, HOLES, OR DEFORMITIES. ALL PLANTS SHALL BE FREE FROM BROKEN OR DEAD BRANCHES. ALL PLANTS SHALL HAVE HEAVY, HEALTHY BRANCHING AND LEAFING. CONIFEROUS TREES SHALL HAVE AN ESTABLISHED MAIN LEADER AND A HEIGHT TO WIDTH RATIO OF NO LESS THAN 5:3. 7. PLANTS TO MEET AMERICAN STANDARD FOR NURSERY STOCK (ANSI Z60.1-2004 OR MOST CURRENT VERSION) REQUIREMENTS FOR SIZE AND TYPE SPECIFIED. 8. PLANTS TO BE INSTALLED AS PER MNLA & ANSI STANDARD PLANTING PRACTICES. 9. PLANTS SHALL BE IMMEDIATELY PLANTED UPON ARRIVAL AT SITE. PROPERLY HEEL -IN MATERIALS IF NECESSARY; TEMPORARY ONLY. 10. PRIOR TO PLANTING, FIELD VERIFY THAT THE ROOT COLLAR/ROOT FLAIR IS LOCATED AT THE TOP OF THE BALLED & BURLAP TREE. IF THIS IS NOT THE CASE, SOIL SHALL BE REMOVED DOWN TO THE ROOT COLLAR/ROOT FLAIR. WHEN THE BALLED & BURLAP TREE IS PLANTED, THE ROOT COLLAR/ROOT FLAIR SHALL BE EVEN OR SLIGHTLY ABOVE FINISHED GRADE. 11. OPEN TOP OF BURLAP ON BB MATERIALS; REMOVE POT ON POTTED PLANTS; SPLIT AND BREAK APART PEAT POTS. 12. PRUNE PLANTS AS NECESSARY - PER STANDARD NURSERY PRACTICE AND TO CORRECT POOR BRANCHING OF EXISTING AND PROPOSED TREES. 13. THE NEED FOR SOIL AMENDMENTS SHALL BE DETERMINED UPON SITE SOIL CONDITIONS PRIOR TO PLANTING. LANDSCAPE CONTRACTOR SHALL NOTIFY LANDSCAPE ARCHITECT FOR THE NEED OF ANY SOIL AMENDMENTS. 14. BACKFILL SOIL AND TOPSOIL TO ADHERE TO MN/DOT STANDARD SPECIFICATION 3877 (COMMON TOPSOIL BORROW) AND TO BE NATIVE TOP SOIL FROM SITE FREE OF ROOTS, ROCKS LARGER THAN ONE INCH, SUBSOIL DEBRIS, AND LARGE WEEDS UNLESS SPECIFIED OTHERWISE. 15. 3 INCHES OF HARDWOOD BARK MULCH TO BE USED AROUND IN PLANTING BEDS, UNLESS OTHERWISE SPECIFIED. 16. EDGING TO BE VINYL EDGING, UNLESS OTHERWISE INDICATED. VINYL EDGING TO CREATE SEPARATION BETWEEN HARDWOOD BARK MULCH AND GRASS. UTILIZE CURBS AND SIDEWALKS FOR EDGING WHERE POSSIBLE. 17. ALL DISTURBED AREAS TO BE SODDED, UNLESS NOTED OTHERWISE. SOD TO BE STANDARD MINNESOTA GROWN AND HARDY BLUEGRASS MIX, FREE OF LAWN WEEDS. ALL TOPSOIL AREAS TO BE RAKED TO REMOVE DEBRIS AND ENSURE DRAINAGE. 18. PROVIDE IRRIGATION TO ALL SODDED & PLANTING AREAS ON SITE. IRRIGATION TO BE RESPONSIBILITY OF HOA. NO IRRIGATION TO BE PROVIDED TO OUTLOT C, UNLESS OTHERWISE NOTED. DRIP IRRIGATION TO BE INSTALLED FOR ALL FOUNDATION PLANTING BEDS. IRRIGATION TO BE DESIGN/BUILD BY LANDSCAPE CONTRACTOR. ALL INFORMATION ABOUT INSTALLATION AND SCHEDULING CAN BE OBTAINED BY THE GENERAL CONTRACTOR. 19. BOTOM OF INFILTRATION BASIN WITHIN COMMON LOT 21 TO BE SEEDED WITH PRAIRIE CORD GRASS (SPARTINA PECTINATA). SEED AT A RATE OF 15 LBS/AC. ALL BASIN SIDE SLOPES TO BE SEEDED WITH HARD FESCUE AT A RATE OF 260 LBS/AC. SEE PLAN FOR SPECIFIC AREAS. 20. CONTRACTOR SHALL PROVIDE NECESSARY WATERING OF PLANT MATERIALS UNTIL THE PLANT IS FULLY ESTABLISHED OR IRRIGATION SYSTEM IS OPERATIONAL. OWNER WILL NOT PROVIDE WATER FOR CONTRACTOR. 21. REPAIR, REPLACE, OR PROVIDE SOD/SEED AS REQUIRED FOR ANY ROADWAY BOULEVARD AREAS ADJACENT TO THE SITE DISTURBED DURING CONSTRUCTION. 22. REPAIR ALL DAMAGE TO PROPERTY FROM PLANTING OPERATIONS AT NO COST TO OWNER. PRUNE OUT MISDIRECTED BRANCHES. PROVIDE ONE CENTRAL LEADER. GUYING AND STAKING AS REQUIRED, FOR ONE (1) YEAR ON ALL DECIDUOUS AND CONIFEROUS TREES: TOP STAKES 5' ABOVE GROUND (MAX.) OR TO FIRST BRANCH. BOTTOM OF STAKE 3' (MIN.) BELOW GROUND. STAKING POSTS TO BE 2"X2" STAINED WOOD OR PAINTED STEEL DELINEATOR POSTS. PLACE 3 POSTS EQUIDISTANT AROUND AND OUTSIDE ROOT BALL. SECURE TREE TO POSTS WITH 16" LONG POLYPROPYLENE OR POLYETHYLENE, 40 MIL., 1.5" WIDE STRAP. PLACE MULCH, DEPTH AS SPECIFIED, OVER PLANT PITS - DO NOT PILE AGAINST TRUNK. FORM 3" DEEP WATERING BASIN. BACKFILL PLANT PIT WITH SPECIFIED BACKFILL SOIL. SCARIFY SIDES AND BOTTOM OF HOLE. REFER TO AMERICAN STANDARD FOR NURSERY STOCK FOR MINIMUM BALL SIZE. ROOT FLARE TO BE PLANTED AT OR NEAR FINISHED GROUNDLINE. SET ROOT BALL ON UNDISTURBED SUBSOIL OR COMPACTED SOIL MOUND MATCHING TREES NATURAL GROUNDLINE WITH FINISHED SITE EVERGREEN TREE LA0 05/1KLVIGU: Iw...e.r PLANTING LA29 Prepared for: DR Horton, Inc. - Minnesota 20860 Kenbridge Court, Suite 100 Lakeville, Minnesota 55044 REMOVE CONTAINER, SCARIFY SIDES, AND SET SOIL MASS ON COMPACTED SOIL BASE MOUND, MATCHING SHRUBS NATURAL GROUNDLINE WITH FINISHED GRADE MULCH AS SPECIFIED (AND FILTER FABRIC, AS INDICATED) EDGING AT PLANTING BEDS, AS SPECIFIED, ADJACENT TO LAWN AREAS SCARIFY SIDES AND BOTTOM OF HOLE. DEPTH PER CONTAINER SOIL DEPTH BACKFILL PLANT PIT WITH SPECIFIED PLANTING SOIL OR AS APPROVED SET CONTAINER ROOT SOIL ON UNDISTURBED SUBSOIL OR MILD COMPACTED SOIL FOR DEPTH TO MATCH FINISH GRADE I LF06 IILM05/13U: SHRUB &PERENNIAL CONTAINER PLANTING LA27-C Woods Edge Lino Lakes, MN 0005341 PLF02. dwg Date: 07/19/16 Sheet: 2 of 3 Rowhome Landscape Plan PRUNE OUT MISDIRECTED BRANCHES. PROVIDE ONE CENTRAL LEADER. GUYING AND STAKING, AS REQUIRED, FOR ONE (1) YEAR ON ALL DECIDUOUS AND CONIFEROUS TREES: TOP STAKES 5' ABOVE GROUND a (MAX.) OR TO FIRST BRANCH. " BOTTOM OF STAKE 3' (MIN.) g BELOW GROUND. STAKING POSTS TO BE 2"X2" STAINED WOOD OR PAINTED STEEL DELINEATOR �e I� POSTS. PLACE 3 POSTS EQUIDISTANT AROUND AND tyad°Qb a OUTSIDE ROOT BALL. SECURE TREE TO POSTS WITH 16" LONG �� POLYPROPYLENE OR POLYETHYLENE, 40 MIL., 1.5" WIDE STRAP. TREE WRAP MATERIAL FROM GROUNDLINE UPWARD TO FIRST BRANCHES, AS REQUIRED. PLACE MULCH, DEPTH AS SPECIFIED, 2 BALL OVER PLANT PITS - DO NOT PILE DIAMETER AGAINST TRUNK. FORM 3" DEEP WATERING BASIN. 11. III III .,III=III BACKFILL PLANT PIT WITH SPECIFIED I II II II 1= BACKFILL SOIL. SCARIFY SIDES AND BOTTOM OF HOLE. III III- III=III REFER TO AMERICAN STANDARD FOR =III=i =i: 11 -III- NURSERY STOCK FOR MINIMUM BALL SIZE. ROOT FLARE TO BE PLANTED AT OR NEAR FINISHED GROUNDLINE. SET ROOT BALL ON UNDISTURBED SUBSOIL OR COMPACTED SOIL MOUND MATCHING TREES NATURAL GROUNDLINE WITH FINISHED SITE GRADE. N T R DECIDUOUS TREE '06' A0 A/1,. r�....e PLANTING LA28 Call 48 Hours before digging: 811 or call811.com Common Ground Alliance 1. CONTRACTOR SHALL CONTACT COMMON GROUND ALLIANCE AT 811 OR CALL811.COM TO VERIFY LOCATIONS OF ALL UNDERGROUND UTILITIES PRIOR TO INSTALLATION OF ANY PLANTS OR LANDSCAPE MATERIAL. 2. ACTUAL LOCATION OF PLANT MATERIAL IS SUBJECT TO FIELD AND SITE CONDITIONS. 3. NO PLANTING WILL BE INSTALLED UNTIL ALL GRADING AND CONSTRUCTION HAS BEEN COMPLETED IN THE IMMEDIATE AREA. 4. ALL SUBSTITUTIONS MUST BE APPROVED BY THE LANDSCAPE ARCHITECT PRIOR TO SUBMISSION OF ANY BID AND/OR QUOTE BY THE LANDSCAPE CONTRACTOR. 5. CONTRACTOR SHALL PROVIDE ONE YEAR GUARANTEE OF ALL PLANT MATERIALS. THE GUARANTEE BEGINS ON THE DATE OF THE LANDSCAPE ARCHITECT'S OR OWNER'S WRITTEN ACCEPTANCE OF THE INITIAL PLANTING. REPLACEMENT PLANT MATERIAL SHALL HAVE A ONE YEAR GUARANTEE COMMENCING UPON PLANTING. 6. ALL PLANTS TO BE SPECIMEN GRADE, MINNESOTA -GROWN AND/OR HARDY. SPECIMEN GRADE SHALL ADHERE TO, BUT IS NOT LIMITED BY, THE FOLLOWING STANDARDS: ALL PLANTS SHALL BE FREE FROM DISEASE, PESTS, WOUNDS, SCARS, ETC. ALL PLANTS SHALL BE FREE FROM NOTICEABLE GAPS, HOLES, OR DEFORMITIES. ALL PLANTS SHALL BE FREE FROM BROKEN OR DEAD BRANCHES. ALL PLANTS SHALL HAVE HEAVY, HEALTHY BRANCHING AND LEAFING. CONIFEROUS TREES SHALL HAVE AN ESTABLISHED MAIN LEADER AND A HEIGHT TO WIDTH RATIO OF NO LESS THAN 5:3. 7. PLANTS TO MEET AMERICAN STANDARD FOR NURSERY STOCK (ANSI Z60.1-2004 OR MOST CURRENT VERSION) REQUIREMENTS FOR SIZE AND TYPE SPECIFIED. 8. PLANTS TO BE INSTALLED AS PER MNLA & ANSI STANDARD PLANTING PRACTICES. 9. PLANTS SHALL BE IMMEDIATELY PLANTED UPON ARRIVAL AT SITE. PROPERLY HEEL -IN MATERIALS IF NECESSARY; TEMPORARY ONLY. 10. PRIOR TO PLANTING, FIELD VERIFY THAT THE ROOT COLLAR/ROOT FLAIR IS LOCATED AT THE TOP OF THE BALLED & BURLAP TREE. IF THIS IS NOT THE CASE, SOIL SHALL BE REMOVED DOWN TO THE ROOT COLLAR/ROOT FLAIR. WHEN THE BALLED & BURLAP TREE IS PLANTED, THE ROOT COLLAR/ROOT FLAIR SHALL BE EVEN OR SLIGHTLY ABOVE FINISHED GRADE. 11. OPEN TOP OF BURLAP ON BB MATERIALS; REMOVE POT ON POTTED PLANTS; SPLIT AND BREAK APART PEAT POTS. 12. PRUNE PLANTS AS NECESSARY - PER STANDARD NURSERY PRACTICE AND TO CORRECT POOR BRANCHING OF EXISTING AND PROPOSED TREES. 13. THE NEED FOR SOIL AMENDMENTS SHALL BE DETERMINED UPON SITE SOIL CONDITIONS PRIOR TO PLANTING. LANDSCAPE CONTRACTOR SHALL NOTIFY LANDSCAPE ARCHITECT FOR THE NEED OF ANY SOIL AMENDMENTS. 14. BACKFILL SOIL AND TOPSOIL TO ADHERE TO MN/DOT STANDARD SPECIFICATION 3877 (COMMON TOPSOIL BORROW) AND TO BE NATIVE TOP SOIL FROM SITE FREE OF ROOTS, ROCKS LARGER THAN ONE INCH, SUBSOIL DEBRIS, AND LARGE WEEDS UNLESS SPECIFIED OTHERWISE. 15. 3 INCHES OF HARDWOOD BARK MULCH TO BE USED AROUND IN PLANTING BEDS, UNLESS OTHERWISE SPECIFIED. 16. EDGING TO BE VINYL EDGING, UNLESS OTHERWISE INDICATED. VINYL EDGING TO CREATE SEPARATION BETWEEN HARDWOOD BARK MULCH AND GRASS. UTILIZE CURBS AND SIDEWALKS FOR EDGING WHERE POSSIBLE. 17. ALL DISTURBED AREAS TO BE SODDED, UNLESS NOTED OTHERWISE. SOD TO BE STANDARD MINNESOTA GROWN AND HARDY BLUEGRASS MIX, FREE OF LAWN WEEDS. ALL TOPSOIL AREAS TO BE RAKED TO REMOVE DEBRIS AND ENSURE DRAINAGE. 18. PROVIDE IRRIGATION TO ALL SODDED & PLANTING AREAS ON SITE. IRRIGATION TO BE RESPONSIBILITY OF HOA. NO IRRIGATION TO BE PROVIDED TO OUTLOT C, UNLESS OTHERWISE NOTED. DRIP IRRIGATION TO BE INSTALLED FOR ALL FOUNDATION PLANTING BEDS. IRRIGATION TO BE DESIGN/BUILD BY LANDSCAPE CONTRACTOR. ALL INFORMATION ABOUT INSTALLATION AND SCHEDULING CAN BE OBTAINED BY THE GENERAL CONTRACTOR. 19. BOTOM OF INFILTRATION BASIN WITHIN COMMON LOT 21 TO BE SEEDED WITH PRAIRIE CORD GRASS (SPARTINA PECTINATA). SEED AT A RATE OF 15 LBS/AC. ALL BASIN SIDE SLOPES TO BE SEEDED WITH HARD FESCUE AT A RATE OF 260 LBS/AC. SEE PLAN FOR SPECIFIC AREAS. 20. CONTRACTOR SHALL PROVIDE NECESSARY WATERING OF PLANT MATERIALS UNTIL THE PLANT IS FULLY ESTABLISHED OR IRRIGATION SYSTEM IS OPERATIONAL. OWNER WILL NOT PROVIDE WATER FOR CONTRACTOR. 21. REPAIR, REPLACE, OR PROVIDE SOD/SEED AS REQUIRED FOR ANY ROADWAY BOULEVARD AREAS ADJACENT TO THE SITE DISTURBED DURING CONSTRUCTION. 22. REPAIR ALL DAMAGE TO PROPERTY FROM PLANTING OPERATIONS AT NO COST TO OWNER. PRUNE OUT MISDIRECTED BRANCHES. PROVIDE ONE CENTRAL LEADER. GUYING AND STAKING AS REQUIRED, FOR ONE (1) YEAR ON ALL DECIDUOUS AND CONIFEROUS TREES: TOP STAKES 5' ABOVE GROUND (MAX.) OR TO FIRST BRANCH. BOTTOM OF STAKE 3' (MIN.) BELOW GROUND. STAKING POSTS TO BE 2"X2" STAINED WOOD OR PAINTED STEEL DELINEATOR POSTS. PLACE 3 POSTS EQUIDISTANT AROUND AND OUTSIDE ROOT BALL. SECURE TREE TO POSTS WITH 16" LONG POLYPROPYLENE OR POLYETHYLENE, 40 MIL., 1.5" WIDE STRAP. PLACE MULCH, DEPTH AS SPECIFIED, OVER PLANT PITS - DO NOT PILE AGAINST TRUNK. FORM 3" DEEP WATERING BASIN. BACKFILL PLANT PIT WITH SPECIFIED BACKFILL SOIL. SCARIFY SIDES AND BOTTOM OF HOLE. REFER TO AMERICAN STANDARD FOR NURSERY STOCK FOR MINIMUM BALL SIZE. ROOT FLARE TO BE PLANTED AT OR NEAR FINISHED GROUNDLINE. SET ROOT BALL ON UNDISTURBED SUBSOIL OR COMPACTED SOIL MOUND MATCHING TREES NATURAL GROUNDLINE WITH FINISHED SITE EVERGREEN TREE LA0 05/1KLVIGU: Iw...e.r PLANTING LA29 Prepared for: DR Horton, Inc. - Minnesota 20860 Kenbridge Court, Suite 100 Lakeville, Minnesota 55044 REMOVE CONTAINER, SCARIFY SIDES, AND SET SOIL MASS ON COMPACTED SOIL BASE MOUND, MATCHING SHRUBS NATURAL GROUNDLINE WITH FINISHED GRADE MULCH AS SPECIFIED (AND FILTER FABRIC, AS INDICATED) EDGING AT PLANTING BEDS, AS SPECIFIED, ADJACENT TO LAWN AREAS SCARIFY SIDES AND BOTTOM OF HOLE. DEPTH PER CONTAINER SOIL DEPTH BACKFILL PLANT PIT WITH SPECIFIED PLANTING SOIL OR AS APPROVED SET CONTAINER ROOT SOIL ON UNDISTURBED SUBSOIL OR MILD COMPACTED SOIL FOR DEPTH TO MATCH FINISH GRADE I LF06 IILM05/13U: SHRUB &PERENNIAL CONTAINER PLANTING LA27-C Woods Edge Lino Lakes, MN 0005341 PLF02. dwg Date: 07/19/16 Sheet: 2 of 3 Rowhome Landscape Plan 0 2015 Westwood Professional Services, Inc. Roundabout Planting Detail SCALE: r = 2"' Roundabout Planting Schedule LLH 15 Limelight Hydrangea / Hydrangea paniculato 'Limelight' #5 Cont. 5'-0" O.C. STC 28 Sugartina Clethra / Clethra alnifolia 'Crystalina' #3 Cont. 3'-0" O.C. DHW 34 Dark Horse Weigela / Weigela florida 'Dark Horse' #5 Cont. 3'-0" O.C. KKC 149 Kit Kat Catmint / Nepeta foassensii 'Kit Kat' #1 Cont. 18"" O.C. NOTE: QUANTITIES ON PLAN SUPERSEDE LIST QUANTITIES IN THE EVENT OF A DISCREPANCY. East Street Planting Detail SCALE: r = 20-0" M — FAQ �M East Street Planting Schedule — FM 9 _ FM _ I — 0 0 LGA 4 Little Giant Arborvitae / Thuja occidentalis 'Little Giant' #5 Cont. 3'-0" O.C. SSG 27 Shenandoah Switch Grass/ Panicum virgatum 'Shenandoah' #3 Cont. 3'-0" O.C. NOTE: QUANTITIES ON PLAN SUPERSEDE LIST QUANTITIES IN THE EVENT OF A DISCREPANCY. Westwood Phone (952) 937-5150 7699 Anagram Drive Fax (952) 937-5822 Eden Prairie, MN 55344 Toll Free (888) 937-5150 westwoodps.com Westwood Professional Services, Inc. I hereby certify that this plan was prepared by me or under my direct supervision and that I am a duly licensed LANDSCAPE ARCHITECT under the laws of the State of Minnesota. Cory Mer Date 116 License Na 26971 Trailhead Accent Planting Detail SCALE: r = 20-0" Trailhead Accent Planting Schedule (9 Accent Plantings) SWN 4 Summer Wine Ninebark / Physocarpus opulfolius 'Seward' #5 Cont. 5'-0" O.C. STC 6 Sugartina Clethra / Clethra alnifolia 'Crystalina' #3 Cont. 3'-0" O.C. NOTE: QUANTITIES ON PLAN SUPERSEDE LIST QUANTITIES IN THE EVENT OF A DISCREPANCY. Monument Elevation SCALE: NTS West Street Planting Detail SCALE: r = 20-0" Call 48 Hours before digging: 811 or ca11811.com Common Ground Alliance West Street Planting Schedule SSG 24 Shenandoah Switch Grass/ Panicum virgatum 'Shenandoah' #3 Cont. 3'-0" O.C. NOTE: QUANTITIES ON PLAN SUPERSEDE LIST QUANTITIES IN THE EVENT OF A DISCREPANCY. r -r -r 1 - r-- w I .-.1 ♦ 1yr--- s i - ♦ i n - r-- r --,i n .-.1 ir-- ) Re �608-03-16 Update townhome landscape per new building layout I � I I i p, i,o ii I V I I FENCE FOOTI NO PER MANUF SPEC,. L--_—� POPelt NW Checked: CLM Drawn: NTM Record DmydM by/data 3'-4" +/- Prepared for: DR Horton, Inc. - Minnesota 20860 Kenbridge Court, Suite 100 Lakeville, Minnesota 55044 Tp GAP .R) 1 E3AGK 1 N� �I 5Y OWNER Woods Edge Lino Lakes, MN X 0005341 PLF03. dwg Date: 07/19/16 Sheet: 3 of 3 Landscape Plantings Details 0 2015 Westwood Professional Services, Inc. 50' REQUIRED AVERAGE WETLAND BUFFER W Call 48 Hours before digging: 811 or call811.com Common Ground Alliance u \/ r ul tK I r iivt--, � D .'i r R `D DD�DDR DDDDDDpDR D \� IC �D DDDRRRRDRRDi> Rppe>>>RRDD P D D D D ^ W E ND I E R Dom' D D D D D D R D R�" D R\D D D P R DDDD D �._ `� DDDDDD >'>>>t>">>>">>>>DRDRDRDRDRPR DDD D D D D D D D I � D D D D D D D ''"'�C D DD �D D D D D D`D`D`D` `� ( $$C7 @""`D`D`DC'>D`D D`D`D`D`D„�j[,D D DDDR D—Dp P.r> D D D D D D \1 D D D D D D D D D D '"'��[S'�"'`"'D D D D D D D� D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D _--EXISTI G WETLAND—, D D D D D D D D D D D D D D D D D D D \ g90 i \ D D P >>>'>> D D D D D D D D �9 D D D P D D D D D D`D`D`D`D DDDRDD \ 50 AVER E WETLA G D D D P D P D D D D P D D P D D D DDDDDDD DDDDDDDDD D ` � �/° /i � P DD DDDDD DDRD DDDRPRDR D P D DDDRpRDD PRDD RDP DDDDPDDDDDDDDDDDDDP D D D D D D D D D D D PROPERTY LINE-� D D D R D P D D R D D D D R D //� DP `D`D `D D D D D`D`D`P` DPD`D`D` P \ D D D D D D D D D D D P D ..gyp �iw-, 8� D D D D D D D D D D D D B U E R DD DDRD D` PD LSD D D D`D` D`D`D`D D pS�� Cl IC / D D D D D D D D D D D D DDDDDDDDDD DDD`D`DDDDD`DD"gym D , AREA: 6 7 3 7 6 �/ I // DD `DDD DD,�pD�JJ/�,�pD D DD DDDR D D`D`DDD D` D`D` D` D` D`D`D`D` R. \ % / D` DD`D D`;j/DDC D D D D D D D D D D D D D [6dy/ D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D \ / D D D D D �D D D D D D D D D D D D D D D D D D D D D D D D D \■■1 D D D D D D D D D D D D D P D D D \ �, D D D D D D � D D P D DDDDDDD DDDDDDD DDDDDD DDDDDDDD DD D \ DD`D`D D D D D`P` P�D`P`P`D`P D 1 P D D D >'> D D P R D D D D D D P D`- D D D D D D D D I D D D D D P D D D D D P D D D D D D D D D D D D D D D D D D D P D R D P D P R D D D D P D D D P D D D D D D D D D D D D D P D D D D P D D D D D D D D P D D D D D P D D / D D D D D D D D D D D D D D D D D D D D D \\`An D D D D D D D D D D D D D D / D D D D D D D �D pD > D D D D D D D D ag \ ` \DDDD DD DDDDDDDD DDDDDDDDDDDDDDDDDDDDDD`D-D:" \ D D D D _,.` DDDDDDDDDD—D�4DD�D�D D�DDDDDD2��%DDD�D DDDDDDD .POND 3 `D`D`D`D`�� D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D 6 D D D D DDDD DD D DD D` DDDD DD DDDDDDD D DDDDDDDDDDDDDDDDDDD D DDDDDDDDDDDDD D DD`D`D`Dp�D �D`D`DDDDRDDDDDDDDDD`DDDDD`DDD`RDDDDDDDDD DD NWL=888.4 \ D D D D�D D D D D D D D D D D P D D D D D D D D D D D D D D D D D D P/ D D D D D D D D D D D D D D D \ _ D P D D D D D D D D D o D D �pD.6.Os �� D D D D D D D D D D D P D D D D D D P D D D -ID >'>>>> P HWL-891,7 D D D D P D D R D D R D D D D D� D D 8r D. D D D D D D D D D D —D D '7�-t� p..� D D D. D D D D D D D D D P D D D D D D %% D D D D P D D D D D D D D D D D D D D D D D D D D D D D P D D D R D P D ��9� D D P D D D P D D D D D D D D D D D D D D D D D C I I D D D R D D D P D D D D D D D D R D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D P D D D D D D D D D�P D �P D D D D R D D D D D D D D D D D D D D D D D D D D D D D D D R P P D D D D D D D 1 \ DDDD 1RDDDDDD DDDDDDDDD DDD DDDDDDD D DDPD� DDDD DDDDDDDDDDDDD DDDDD D D D D D D D D D D D D D DDDDDDDDD D DDDDDDDDDDD D PDRDDDDDDDDDD DDDDDDD I \ �pD`D`D`D`D` ` D`D D`D`D` D`D`D` D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D f 1l 1 �pD D D D� D D D D D D D D D D D D D D D D D D D D D D D D D D ` \ �ZpDD DDDDDD DDDDDDDDD DDDDD DDDDDDDD ,DDDDDDDDDD D DDDDDDDDDDD DDDDDDDD D D DD DD DDDDDDDDDD DD DD DDDDDDDDDDDDD D `D `D ��D D `...D D D D D `\ J! D` D D D D D D D D D �y,� D.�D D D D D D D D D D D D D D D D D D D D D D D D D D D „Y �D D D D D D D D D D � P�D D D D D D D D D D D D D D D D D D D D D D D D D P PD DDD DDD `D`. P`D`D`D DDD — _ D D D D `DDDDD`D`D`D R D D DDD qR DDDD D D DDDDD D D D D D D D DDDDDDDDDDDDDDDDD D DDDDDD DD% I D - �D iLD D D D D D D D �� D D DD D D`D`D D R D DDDDDD D D,y9py DDDDDD P DDDDD DDDD D DD PDD DD DDDDDDDDDDDDDDDDDDD DDDD D D D •• \ \�` 9O \ D D P D D D R D D D 8a8 P D R D D D D D D D D D R D P D D D D D D D P D D D D D D D D D D D D • 8 \ DD DDDD DDDDDD DD D D D D P D D D D D P D D D D D D D D `D`D` �pnD D`D`D`P`D`D D D D D \ B \ D D D D D D D D P D D D D D D D D D D D D D D D D D D D D D D D D D ._ D`�� D •- 1>,-.._p °D� D D D D D D D D D D D D D D D D D D D D D D D D P D D D ��- =D�y D D D D D D D b -1s-� D- D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D-__-- D \ D D D D D D D D D D D D D D D D D D D D D ' D D D D D D D \! D D D D D D I D D D D D D D D D D D D D D D D D D D D D D D D 1D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D �,p D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D - D- D D D D 8 \ \ \ D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D —R� b D D D D D D D D >>, �� I �� D D D D D D D D D D D D D D D D D D D D D D D D D / I .9 16j`D D DDDDDD DDD \� ^ O DDPD`D D D R P V. D ;> P. D D P DDDDRDRD D D D D D D D D D DD`D`D`D D D D ` --,rj� BOC MINIMU TAINED— 9sI S\ ID DDDDPDDDDDR �`EXISTyNG WERAND— �O P. D D D D R`R` R` D D D D DDDD D D D P DD`R`D`D`D`D`D`D`D`D D D D DD D 5 D D D D D D D D D D D D P P D D D D D D D D D D D D D D D ALONG BOULEVARD (TYP.) P P D D D D D �� P D D D D. D D D D D D D D D D D P D D D D D D P D D D D R D \ D D D D D P i `� J\ D D R D D D D D D D D D D D D D P R D D D D D D D D D D D D B96 D D D D D D ( ` ��rr D D D D D D D D D D D D D D P D D R D D P D D D D D D P O D D D D D D f D D D D D D D D D P P D R D D D D D P D D P D D D D D \ D D D D D D \ D D D D D D D D D D D D R D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D ..��yq� D D D D D00 CO \ `Dk>> D D`D`D`D` ` `D`D �D ` `D`D D `D`D`D`D`D`D`D`D`D`D`D`D D `D`D`D`D`D D D D DD q,�D DDDDD �'-Dye .98 DD`D D`D`D` D ` I D D D D D D D D D D D D D D D D D D D D D D D D D D D �' o� 4 ' OREPAJ D D D D D D D D D D D D D D D D D D D D D D D D D D /D D D D D D D D D D D D D D D D D D D D D D D D D D�ppPR �PpRpPpDp p RP t RDDpDpPpPDDpDp pRpP DpDpRpPpPpRpDpD`Rp��n y2 b�D D D D DnD FID D D D D D D D ' `_ \ D D D D P D D D D D D D D D D D D D D D D D D D D D D D D D D P D P D D D D D R D D D D D D D D D D D D P D D D D D D R D D D D D P P D D D F D R D D D D D D D D R D D D D D D D D D D D D D D D D D P D D D D D D D D D D D R D D P ;-I D ;� 26 27 -- - \ O� D D D D D D D D D D D D D D D D 6" D�i' �D� 20 21 22 2/� 12:.� I 25 3 TRA >> , ) D D D D D D D D D D D D D D D D D D D D D D D �J D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D OUTL D D D D D D D D D D D D D D D �I�D D D D / / f9 I AREA D D D D D D D D D D D D D D D D D D D D� D D D D P D D D D D D D D D D �6 D D D r 18 3,690 SF D D D D D D D D D P D D D D D D D D D J/ 1� /j D D D D P D D D D P D D D D D P D D/ D D D P D D D D P D D` P D D D 16 ..�" 2 / D D D D P D D P D D D D D D D \ DDDDDD DDDDDDDDD'" DD`DD`D ��f Pp�P�'/ 14 15 89 Off.. `D``�` / O' /1 12 1`3 - - I INF. BASIN 1 —¢ > 10 BOTT / EX.POND 4 / J 1 ELEV=891.4 / o \ NWL=890.0 / �'� 5 9 0 ELEV TLET HWL=892.3 �( 4 G� 8 � ooz I / HWL=893.6 • i .f 1, , 6 7 02 �l PROPOSED WETLAND CONDITIONS Legend 0 0 0°0°0 0 0 o REQUIRED 50' AVERAGE vvvvvvvvv vvvvvvvv WETLAND BUFFER 000000000 (67,376 SF) Westwood Phone (952) 937-5150 7699 Anagram Drive Fax (952) 937-5822 Eden Prairie, MN 55344 Toll Free (888) 937-5150 westwoodps.com Westwood Professional Services, Inc. \ \ \ PROPOSED WETLAND BUFFER \ \\\ \\ BUFFER \ \ \ (103,238 SF) Ei DENOTES WETLAND BUFFER MONUMENT I hereby certify that this plan was prepared by me or under my direct supervision and that I am a duly licensed PROFESSIONAL ENGINEER under the laws of the State of Minnesota - 0 -,ff7 Francis D. Hagen II, PE Date 08/02/16 License No. 17716 n�P 0' 40' 80' 120' Deserted: FDH II Prepared for: Checked: DJG DR Horton, Inc. - Minnesota Drawn: NTM 20860 Kenbridge Court, Suite 100 Reowd Dra`"M byhdate: Lakeville, Minnesota 55044 Woods Edge Lino Lakes, MN 12 Latest Revision Date: 08/02/16 0005341 EXW01. dwg Date: 08/02/16 Sheet: 1 OF 2 Wetland Buffer Plan (D 2015 Westwood Professional Services, Inc. PROPOSED WETLAND IMPACTS 1 888 o PROP. -ETLAW BUFFER ISTURBED BY CONST CTION Legend \ \ \ PROPOSED WETLAND BUFFER \ \\\ \\ BUFFER \ \ \ (103,238 SF) Notes I AREA: 10)171-115 SE PROPERTY LINE--, \ \ \ EXISTYNG WEl'LAND--��`��q�°�O . ANDUFFER .c� nz 7Q c� Call 48 Hours before digging: 811 or call811.com Common Ground Alliance V \8 8g 0 �J 1 I \/ F UF'tK I T \� 25',,MINIMUM WETLAND '\ O\F FFE -13ACK -EXISTI G WETLAND \\11N \\ \ \�\\ \ \\� \ \\�\\ \ \\ \\ `�\ \ \ \ \ \\ \ \\\� \ \\� \ �\ ` ` \ \ \ \\ \��-\ir'� \ \ \\\•\\�{\\ \ \\ . 894 \ ` `\\` ` \ \ ` \ ` \` \`\\ \` \ \ �\ \ �\ ��\ ` \ \ •?�` �. --5' BOC MINIMUM MAINTAINED-' 896+1 89 \ \ \ \ \\ \ \\` \ `\ ` \��\ \ `\ ` \ \ \ \ ` \ \ `\-`y `� y ` •`\ ALONG BOULEVARD (TYP.) 5 896 \ (p O O) 0 1 t \ \ \ \ co 00 \ � � 4 G� OTB �89a � ORE A I 490\ al 01 0 DENOTES WETLAND BUFFER MONUMENT 9 1W] n -ALL DISTURBED BUFFER AREAS WILL BE SEEDED WITH A NATIVE SEED MIX SUCH AS STATE SEED MIX 33-261 OR SIMILAR. -SEEDED AREAS WILL BE MULCHED OR OTHERWISE STABILIZED WITH TEMPORARY SOIL COVERAGE UNTIL PERMANENT VEGETATION IS ESTABLISHED. -SPOT HERBICIDE APPLICATIONS WILL OCCUR IN NEWLY SEEDED AREAS AS NECESSARY DURING CONSTRUCTION TO CONTROL INVASIVE AND NOXIOUS WEED SPECIES. -BUFFER AREAS WILL BE INDICATED BY A PERMANENT, FREESTANDING MARKER AT THE BUFFER EDGE WITH A DESIGN AND TEXT APPROVED BY THE RCWD AND WILL BE PLACE IN ACCORDANCE WITH RCWD REQUIREMENTS. Westwood Phone (952) 937-5150 7699 Anagram Drive Fax (952) 937-5822 Eden Prairie, MN 55344 Toll Free (888) 937-5150 westwoodps.com Westwood Professional Services, Inc. I hereby certify that this plan was prepared by me or under my direct supervision and that I am a duly licensed PROFESSIONAL ENGINEER under the laws of the State of Minnesota - 0 -,ff" Francis D. Hagen II, PE Dates 08/02/16 License No. 17716 'J s�� M1, 0 Seed Mix 10 2 Stormwater Sn,,fh R West • a ►.��I•��il��l��l Ili •�I Common Name Scientific Name Rate (kg/ha) Rate (Ib/ac) °/ of Mix (% by wt) Seeds/ sq ft big bluestem Andro 0 on gerardii 224 2.00 5.72% 7.35 fringed brome Bromus ciliatus 2.24 2.00 5.73% 8.10 blue'oint Calama rostis canadensis 0.07 0.06 0.18% 6.40 slender wheatgrass EI)mus trach caulus 1.12 1.00 2.85% 2.53 Virginia wild rye EI mus vir incus 1.68 1.50 4.28% 2.31 switchgrass Panicum vir atum 0.43 0.38 1.07% 1.93 fowl bluegrass Poa palustris 1.19 1.06 3.03% 50.70 Indian grass Sorghastrum nutans 0.13 0.12 0.36% 0.55 prairie cordgrass S artina pectinata 0.43 0.38 1.07% 0.91 Total Grasses 9.53 8.50 24.29% 80.78 awl -fruited sedge Carex sti ata 0.28 0.25 0.71% 3.10 dark green bulrush Scir us atrovirens 0.21 0.19 0.54% 31.70 wool rass Scir us cypennus 0.07 0.06 0.18% 39.00 Total Sedges and Rushes 0.56 0.50 1.43% 73.80 Canada anemone Anemone canadensis 0.08 0.07 0.19% 0.20 marsh milkweed Asclepias incarnata 0.12 0.11 0.32% 0.20 lea be articks Bid -ns frondosa 0.12 0.11 0.31% 0.20 flat-topped aster Doellin eria umbeliata 0.07 0.06 0.17% 1.50 spotted Joe pye weed Eutrochium maculatum 0.07 0.06 0.18% 2.19 autumn sneezeweed Helenium autumnale 0.15 0.13 0.36% 5.97 obedient plant Physostegia vir iniana 0.08 0.07 0.21% 0.30 tall coneflower Rudbeckia laciniata 0.08 0.07 0.21% 0.37 New England aster S m h otrichum novae -an liae 0.08 0.07 0.19% 1.56 blue vervain Verbena hastata 0.06 0.05 0.15% 1.85 olden alexanders Zizia aurea 0.22 0.20 0.56% 0.79 Total Forbs 1.12 1.00 2.85% 15.13 Oats or winter wheat (see note at beginning of list for recommended dates) 28.02 25.00 71.43% 11.14 Total Cover Crop 28.02 25.00 71.43% 11.14 Totals: 39.23 35.00 100.00% 180.85 Purpose: Stormwater pond edges, temporarily flooded flooded ditch bottoms. dry ponds, and temporarily Planting Area: Tallgrass Aspen Parklands, Prairie Parkland, and Eastern Broadleaf Forest Provinces. Mn/DOT Districts 2(west), 313, 4, Metro, 6, 7 & 8. Dogned: FDH II Checked: DJG Drawn: NTM Record DmyrjAg by/date: Prepared for: DR Horton, Inc. - Minnesota 20860 Kenbridge Court, Suite 100 Lakeville, Minnesota 55044 8" WM 1 t� TR TIA ON AREA � 3,690 SF INF. BASIN 1 / BOTT ELEV-891.4 / o OUTLET co r ELEV= 893.2 L- riWL=893.6 a-(998 898 ------Sro-- STO I I FM f i ) 0 Woods Edge Lino Lakes, MN L_ !I 0' 40' 80' 120' Latest Revision Date: 08/02/16 0005341 EXW02. dwg Date: 08/02/16 Sheet: 2 OF 2 Wetland Buffer Impacts Management Plan c2015 Westwood Professional Services, Inc. for Grading, Drainage and Erosion Control Plan for Woods Edge Lino Lakes, MN Prepared for: DR Horton, 20860 Kenbridge Court, Suite 100 Lakeville, Minnesota 55044 Contact: Mike Suel Phone: 952-985-7823 Fax 952-985-7800 Inc. - Minnesota Prepared by: Westwood Phone (952) 937-5150 7699 Anagram Drive Fax (952) 937-5822 Eden Prairie, MN 55344 Toll Free (888) 937-5150 westwoodps.com Westwood Professional Services, Inc. Project number: 0005341.00 Contact: (-rcncis D. Hagen II, PE Sheet List Table Sheet Number Sheet Title 1 Cover 2 Overall Grading, Drainage and Erosion Control Plan 3 Grading, Drainage and Erosion Control Plan 4 Grading, Drainage and Erosion Control Plan 5 Street Profiles 6 Details Vicinity Map (Not to Scale NO. DATE REVISION SHEETS 1 08/03/16 Updated Site Plan ALL Construction Plans for Grading, Drainage and Erosion Control Plan for Woods Edge Lino Lakes, MN Date: 07/01/16 Sheet: 1 of 6 0005341 CVF01 .dwg �u i • w iWIN �$X•� ti • I OMNI 3 • • I •II Ilii '�� • � ;• _ � • t �1� � � •• �r•I6���• ' ��'� Illi �L!'I_ � ,, - hr • •� III�11 • . fall IGT - . 1 • .. • . . _� -� .. ;tl♦ ill ; . : • ' - , MR oil• ' ����Iltllt�'` 11 a • • • • • • � • • • • • • • • Yii W'� • • I�I � n , • `� IVAN iW ENTRANCE (TYP) so sou M /' • ` l`I �'li��l�l� • • • • • •••i� ■Iltl��l� of •_� • al 11111 �:. � F uu �� ,,, v�` �'`-s'�� • • • • • anal •1 - = == •©y • • , \ � � - \�,!.� • . • ' • ' • lIs�711f��11�l:�liii�� •i: ��•,' t; �! I,��1��--� � • . An _ .. • • � ill'°'-_ - • �• ..�/ ti 1. �� .. • . �IIPI� / • � • Adel � � - _��. I 1. •- -- ' � .. � • .. � � � • • I�IL� I .,, � .• , i•�lllllil I�1 �.n� I�,7.� .�_ �� ,, •• `\w • '�\\/� •• • ••, . ••, . •' • 1�• • •.:ice•• li • •I'IIII,I :�� �i � \ � • +' • �`� ��� � 7 ��� • • � • noon • I • _ - •. • � \ � _✓`�' ` ; , M_7.• I ��•6�• • • �111111•I it Call 48 Hours before digging: 811 or call811 •com Common Ground Alliance GENERAL NOTES: • ALL CONTOURS AND SPOT ELEVATIONS ARE SHOWN TO FINISHED SURFACE/GUTTER GRADES UNLESS OTHERWISE NOTED. • REFER TO THE FINAL PLAT OR SITE PLAN FOR CURRENT HORIZONTAL SITE DIMENSIONS AND LAYOUT. • THE CONTRACTOR SHALL VERIFY THE LOCATION AND ELEVATION OF EXISTING UTILITIES AND TOPOGRAPHICAL FEATURES WITH THE OWNERS AND FIELD -VERIFY PRIOR TO CONSTRUCTION. THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE ENGINEER OF ANY DISCREPANCIES OR VARIATIONS • THE CONTRACTOR IS TO CONTACT GOPHER STATE "ONE CALL" FOR UTILITY LOCATIONS AT 454-0002. • ALL SILT FENCE AND OTHER EROSION CONTROL FEATURES SHALL BE IN-PLACE PRIOR TO ANY EXCAVATION/CONSTRUCTION AND SHALL BE MAINTAINED UNTIL VIABLE TURF OR GROUND COVER HAS BEEN ESTABLISHED. EXISTING SILT FENCE ON-SITE SHALL BE MAINTAINED AND OR REMOVED AND SHALL BE CONSIDERED INCIDENTAL TO THE GRADING CONTRACT. IT IS OF EXTREME IMPORTANCE TO BE AWARE OF CURRENT FIELD CONDITIONS WITH RESPECT TO EROSION CONTROL. TEMPORARY PONDING, DIKES, HAYBALES, ETC., REQUIRED BY AGENCIES/OWNER SHALL BE INCIDENTAL TO THE �j GRADING. • THE GRADING CONTRACTOR MUST BE AWARE OF ALL EXISTING AND PROPOSED UTILITIES • ALL CONSTRUCTION SHALL CONFORM TO LOCAL AND STATE RULES INCLUDING THE NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM (NPDES) PERMIT REQUIREMENTS. • ALL STREETS DISTURBED DURING WORKING HOURS MUST BE CLEANED AT THE END OF EACH WORKING DAY. A ROCK ENTRANCE TO THE SITE MUST BE PROVIDED ACCORDING TO DETAILS TO REDUCE TRACKING OF DIRT ONTO PUBLIC STREETS. • POSITIVE DRAINAGE FROM THE SITE MUST BE PROVIDED AT ALL TIMES. THIS INCLUDES MAINTAINING DITCH FLOW FROM THE EAST SIDE OF PROJECT, THROUGH THE PROJECT, TO THE NORTHWEST CORNER OF SITE WHERE DITCH EXITS SITE. • ALL EXPOSED SOILS MUST BE STABILIZED WITHIN 7 CALENDAR DAYS OF ROUGH GRADE COMPLETION UNLESS OTHERWISE DIRECTED BY THE ENGINEER. ALL STOCKPILES MUST HAVE ADEQUATE SEDIMENT TRAPPING SYSTEMS INSTALLED AROUND THEM. • THE SITE MUST BE KEPT IN A WELL -DRAINED CONDITION AT ALL TIMES. THE CONTRACTOR SHALL BE RESPONSIBLE FOR TEMPORARY DITCHES, PIPING OR OTHER MEANS REQUIRED TO INSURE PROPER DRAINAGE DURING CONSTRUCTION. LOW POINTS IN ROADWAYS OR BUILDING PADS MUST BE PROVIDED WITH A POSITIVE OUTFLOW. • PUBLIC STREETS USED FOR HAULING SHALL BE KEPT FREE OF SOIL AND DEBRIS. STREET SWEEPING SHALL BE CONCURRENT WITH EARTHWORK ON SITE. • HAULING HOURS MUST BE CONFIRMED WITH THE CITY PRIOR TO BEGINNING WORK. • AREA TO BE GRADED = 26.8 AC. • MATERIAL STORAGE AREAS WILL BE SELECTED DURING CONSTRUCTION. • EQUIPMENT STORAGE AREAS WILL BE SELECTED DURING CONSTRUCTION. • WASTE STORAGE AREAS WILL BE SELECTED DURING CONSTRUCTION (DUMPSTERS, CONSTRUCTION DEBRIS STOCKPILES, TOILETS, AND WASHOUTS). a \ O 5 . I a 40 5 JI�ILT:OO . TC9• A A °p� -i 17) .4:Ff 2 WLo° :c0n Z cto L- o II CN o p ROCK CONSTRUCTION l / p 0. 30 o C o o ENTRANCE (TYP) \ ` n 1 20 . f �•� b �:: _ _ _ — X01_.2 m ::: P oo.s TR \CIO i3 P 2.0% 9 - O -tN BASIN �, 7 �v 8 01. _ — o •9UT T ELE \ C - CL- — 7 g 899.6 01 -CL 7.3 ° 0 C° i e do �� �-G ° 901. �' cr :: g O0 ori 00 oo m00% 6. (D 0 2 J . rc <00.7 1.1 Q o `n 3 0. E'er I ~ f 8 TC • cp "� c o'" 9- 6' 11 0 5. " 0 \ _ i99�Q SOC SOC \� 2 9� o • I S so 902.91,; ° S, 0 \ 61 H.P. ti 9036, SOC co 5 TC DENOTES SOIL BORING'�o �� h s h N 4%° 0 6 0 o DENOTES SILT FENCE \ \ ^��° `0 � / DENOTES HEAVY DUTY SILT FENCE \ o w� 60" - 0 700 / DENOTES EXISTING CONTOURS \ No SpG �/ '4 40o -980- - DENOTES PROPOSED CONTOURS \ \ Soo � y Westwood Phone (952) 937-5150 7699 Anagram Drive Fax (952) 937-5822 Eden Prairie, MN 55344 Toll Free (888) 937-5150 westwoodps.com Westwood Professional Services, Inc. \8 sOc spy N .9 90, 7 � � o �° ,� M 6 SOC � .. \ i 9 9 j SOC S06 29 4C �I 907 o 0 ,L..... 90 . \ \ •�'� r , Sd0 1V tx / 906 I hereby certify that this plan was prepared by me or under my >n•. Prepared for: direct supervision and that I am a duly licensed PROFESSIONAL Designed; FDH 11 ENGINEER under the laws of the State of Minnesota. 08/03/16 Updated Site Plan DJG Drawic DNR Francis D. Hagen II, PE Record Da08/03/16 License No. 17716`" by/date Date: DR Horton., Inc. - Minnesota 20860 Kenbridge Court, Suite 100 Lakeville, Minnesota 55044 Woods Edge Lino Lakes, MN 0' 50' 100' 150' Latest Revision Date: 08/03/16 0005341 OAF01.dwg Date: 07/01/16 Sheet: 2 of 6 Overall Grading, Drainage and Erosion Control Plan sro DENOTES EXISTING STORM SEWER DENOTES PROPOSED STORM SEWER DENOTES EXISTING TREE LINE DENOTES APPROXIMATE TREE REMOVAL LIMITS x 856.3 DENOTES EXISTING SPOT ELEVATION DENOTES PROPOSED SPOT ELEVATION orb DENOTES BIO -ROLL EROSION CHECKS DENOTES EMERGENCY OVERFLOW E.O.F. ELEVATION ❑ WETLAND BUFFER MONUMENT '7'7'7 0 0 PROPOSED WETLAND FILL Westwood Phone (952) 937-5150 7699 Anagram Drive Fax (952) 937-5822 Eden Prairie, MN 55344 Toll Free (888) 937-5150 westwoodps.com Westwood Professional Services, Inc. \8 sOc spy N .9 90, 7 � � o �° ,� M 6 SOC � .. \ i 9 9 j SOC S06 29 4C �I 907 o 0 ,L..... 90 . \ \ •�'� r , Sd0 1V tx / 906 I hereby certify that this plan was prepared by me or under my >n•. Prepared for: direct supervision and that I am a duly licensed PROFESSIONAL Designed; FDH 11 ENGINEER under the laws of the State of Minnesota. 08/03/16 Updated Site Plan DJG Drawic DNR Francis D. Hagen II, PE Record Da08/03/16 License No. 17716`" by/date Date: DR Horton., Inc. - Minnesota 20860 Kenbridge Court, Suite 100 Lakeville, Minnesota 55044 Woods Edge Lino Lakes, MN 0' 50' 100' 150' Latest Revision Date: 08/03/16 0005341 OAF01.dwg Date: 07/01/16 Sheet: 2 of 6 Overall Grading, Drainage and Erosion Control Plan 201`1�Westwood Professional Services, Inc. \ c n __ sill CD - (r� Z::�� T---existinng wetland ----`1900 J alk a����f r \ 'ac 941 898.9 I � I s9$ HOSF N�% /•� / 4 9 0 0 I � EX.POND 4 E.0 3 0 . 0 �4 'MAWS '' W, ,� ;• 1 • � 1� i�• I • • Iq ��� �Lt',� ����� : � li illi` • - 8991 8 La ���iogIM_'1�•'C' ILS26 277 Ir 7 I. 01.0 14 15 SC)G so(; 902. �,; co I ' SOG 903.5 903.5 9 ao rn 13 SOG 903.2 INF. BASIN 1 '7 10 11 12 SOG 803.2 rn BOTT / cb SOG SOG p �. NWL=890A - / ' y" 904.2 g .n T _ SOG 904.2 �� c� 1 N �=891.4: / o 904.2 804.2 UTLE HWL=892.3 / $ I %, fC� �J 0 4 8 9G O o 98.. _89:.2 _ 893.6 I " / 79SoG 04.2 g0A.2 02 O _ - ___ / • n 6� 6 sou- ♦♦ E 9 0 Sou 904.2 O ♦ / 0 9 04.2 o EVgRD C!_ -CL ♦ k 9 BOOL-tit�H�� ♦ 9 0 OG IN�DS 3�'i�rr■ ��-..-- = 5 F 898 �w=9v.5 8 °o. s � ------ � ---------- 898-- i. �L. 9 4 G 90; Hr - \ � -_ sro 1-3 . -------= -- \ 90°. oG g0� �� NNWON - 904.2 904.2 • 1 S �� N I 9042 804.2 904.2 8 ROCK CONSTRUCTION ,OG 90 �n ® N 904.2 904.2 10 9 SOG A f��� G p 904.6 904.6 904.6 904.6 14 SOG SOG 901.o E O.F. o o ENTRANCE TYP I I 13 12 11 SOG soc 901.0 � � 904.6 904.6 18 19 20 I % S0G SOG 901.0 901.0 901.0 0 "El 'o 14 15 16 S0- SOG S0G SOG i I 901.0 901.0 J G• )0.0 SOG SOG SOG 901.4 901.4 901.4 901.4 I I o 12 SOGn 901.4 901.4 801.4 I `° ' J o o O � m \ 9 92 9 904 11 SOG 1 901._\<� R , .98.3 I Le ' 10 5 9111 ��� C? � 0 ► RE=98.6 C L' L 9Oq 3 .� OG p1 1 n v C - j ►► I- q 'w / -01S Is 01 OG O 901 1 9 c' o ►I�E=99.4 �- 0% SL -CL STREET 4 _RF w 3 .4 0. a 31 ~ No C� ►► - A �� / o �p � C) . TCS 9 CV 1 / X90 \ E.'1. F. �� ►R - \ 0 60% 9 c 8. _ t F. o r O 901,10 �y 5 amu? 0 0 4, T 7.1 `� 0 -� II C I ' 901 G 9S G °' con w \ 5 89 47 S0G SO SO I 2 0 604 RO I- Cn 6 E',98.6CL- L 2.7 � p�7% 9jf6 6g6 904.6 0GO % 00.1 5000 ou, 5 �,N 8.s� Cn / �° O O 0 o TC O Cn L �' cn 9' N4u) `1 o °1)3 CP O-) r ...... N 0 O 0 00 0 0• J 0 Ink r o • cn + \ `��`"` 1 - �., ��2 as N O 3 6 i9 N O ow O O C7G� (^-• • -� �t N o Orn i10 ® o 0 0 ` 3 0 o TC ?, rn o 1) cP ` INFILIR ION : n o 2 Q �i .. AI� A: I N o rn N rn 0 4 °�, G 0 L' s\ �'�� rn o V. 48650: h T• o N 1 � . �' rn 0 ►® �, lr\ wo,, 1 I� 00 1 o p ROCK CONSTRUCTION o ��, 02� �' 1 oN Q ENTRANCE (TYP) 13 1 EROSION CONTROL NOTES: �'�, \ G o``% ��9 C 1. Cn o2'� Ik• o ` --_-- 0.126 - • ALL SILT FENCE AND OTHER EROSION CONTROL FEATURES SHALL BE IN-PLACE DENOTES SOIL BORING ] o H �� 008 % _ H P S7NE PRIOR TO ANY EXCAVATION/CONSTRUCTION AND SHALL BE MAINTAINED UNTIL a! s° k s •0, - :_ DENOTES SILT FENCE o �, Q o�. 0 :.:.: - - -� X0-7 0 VIABLE TURF OR GROUND COVER HAS BEEN ESTABLISHED. EXISTING SILT FENCE -o rn� - _r_ ON-SITE SHALL BE MAINTAINED AND OR REMOVED AND SHALL BE CONSIDERED DENOTES HEAVY DUTY SILT FENCE �� o, - - - `- U3.5 P 03.4 INCIDENTAL TO THE GRADING CONTRACT. IT IS OF EXTREME IMPORTANCE TO BE -.- 980- DENOTES EXISTING CONTOURS ', �� o � �,�� � MJF -BASIN •1 1 2.0% � • � AWARE OF CURRENT FIELD CONDITIONS WITH RESPECT TO EROSION CONTROL. 1 -j` \� BOTT� - - - - - - - -980- - DENOTES PROPOSED CONTOURS �.� ♦ ,.� �� CELEv=897.0 TEMPORARY PONDING, DIKES, HAY BALES, ETC., REQUIRED BY THE CITY SHALL BE �u3"/ti �� F O OUTLET III 3 T 1. -sro® DENOTES EXISTING STORM SEWER '� 901.8 -c: 06, 1 I CL -CL INCIDENTAL TO THE GRADING CONTRACT. C - CL- - ��o Lo J CP tLEV=898.8 p 7.3 0 c, 1 00 • DENOTES PROPOSED STORM SEWER /o�, opo ` yy� g ¢ O o ALL STREETS DISTURBED DURING WORKING HOURS MUST BE CLEANED AT THE END 0 sol. /� cn oo� \G rn .09 rn OF EACH WORKING DAY. A ROCK ENTRANCE TO THE SITE MUST BE PROVIDED \ g P - 6• o L.P. / DENOTES EXISTING TREE LINE 5 0 0r ACCORDING TO DETAILS TO REDUCE TRACKING OF DIRT ONTO PUBLIC STREETS. 1 2� o�°�j cp �C o° 00 DENOTES APPROXIMATE TREE E e o 6 0 o 2 0 GENERAL GRADING & DRAINAGE NOTES: REMOVAL LIMITS '', 5 02'0 `90 �, ° - .. �. -�.� TC 0' °' • ALL CONTOURS AND SPOT ELEVATIONS ARE SHOWN TO FINISHED SURFACE/GUTTER x 856.3 DENOTES EXISTING SPOT ELEVATION 2. 0 ` 00 7 1.10 0 5 GRADES UNLESS OTHERWISE NOTED. DENOTES PROPOSED SPOT ELEVATION �o ( o `�o . 5 �' 90j o X. Q • REFER TO THE SITE PLAN/RECORD PLAT FOR MOST CURRENT DENOTES BIO -ROLL EROSION CHECKS 43% \ �, .8 90j TC HORIZONTAL SITE DIMENSIONS AND LAYOUT. �' °� Bim. O 5. DENOTES EMERGENCY OVERFLOW Q o - co c� • THE CONTRACTOR SHALL VERIFY THE LOCATION AND ELEVATION OF EXISTING E.O.F. 1 '0 ° ' �' s ��9 9006 3 - 8 ` 90 ` o 40 Call 48 Hours before digging: UTILITIES AND TOPOGRAPHICAL FEATURES WITH THE OWNERS AND FIELD -VERIFY ELEVATION o 012 �' `� I 0 °�,• OQ 64.6 9506 1:1WETLAND BUFFER MONUMENT cp ° 04.6 �� -2.1 S 811 Or cal1811.com 0' 40' 80' 120' PRIOR TO CONSTRUCTION. THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE �'° . 902.93 0 903. s 00 ENGINEER OF ANY DISCREPANCIES OR VARIATIONS FROM PLAN. p p p p p J �� 11 ° o x H.P. s 903.6 Common Ground Alliance Latest Revision Date: 08/03/16 PROPOSED WETLAND FILL • ALL CONSTRUCTION SHALL CONFORM TO LOCAL RULES. �, 0 TC 0005341GDF01.dwg • POSITIVE DRAINAGE FROM THE SITE MUST BE PROVIDED AT ALL TIMES. `' ° s 1` �" d 4 \ -♦ o °�10 �� 0 6 o nate: 07/01/16 sheet: 3 of 6 I hereby certify that this plan was prepared by me or under my RevWmw Prepared for. Woods Edge direct supervision and that I am a duly licensed PROFESSIONAL Designed:FDH 11 Westwood ENGINEER under the laws of the State of Minnesota. 08/03/16 Updated Site Planeck Phone (952) 937-5150 7699 Anagram Drive �� DjG DR Horton, Inc. Minnesota Grading, Drainage and Fax (952) 937-5822 Eden Prairie, MN 55344 Draw= DWR Toll Free (888) 937-5150 westwoodps.com Francis D. Hagen II, PEg Erosion Control Plan Westwood Professional services, Inc. Date: 08/03/16 I emw No. 17716 Remi �" ��� 20860 Kenbrid a Court, Suite 100 Lakeville, Minnesota 55044 Lino Lakes, MN 990 892 existing wetland- i V \ c n __ sill CD - (r� Z::�� T---existinng wetland ----`1900 J alk a����f r \ 'ac 941 898.9 I � I s9$ HOSF N�% /•� / 4 9 0 0 I � EX.POND 4 E.0 3 0 . 0 �4 'MAWS '' W, ,� ;• 1 • � 1� i�• I • • Iq ��� �Lt',� ����� : � li illi` • - 8991 8 La ���iogIM_'1�•'C' ILS26 277 Ir 7 I. 01.0 14 15 SC)G so(; 902. �,; co I ' SOG 903.5 903.5 9 ao rn 13 SOG 903.2 INF. BASIN 1 '7 10 11 12 SOG 803.2 rn BOTT / cb SOG SOG p �. NWL=890A - / ' y" 904.2 g .n T _ SOG 904.2 �� c� 1 N �=891.4: / o 904.2 804.2 UTLE HWL=892.3 / $ I %, fC� �J 0 4 8 9G O o 98.. _89:.2 _ 893.6 I " / 79SoG 04.2 g0A.2 02 O _ - ___ / • n 6� 6 sou- ♦♦ E 9 0 Sou 904.2 O ♦ / 0 9 04.2 o EVgRD C!_ -CL ♦ k 9 BOOL-tit�H�� ♦ 9 0 OG IN�DS 3�'i�rr■ ��-..-- = 5 F 898 �w=9v.5 8 °o. s � ------ � ---------- 898-- i. �L. 9 4 G 90; Hr - \ � -_ sro 1-3 . -------= -- \ 90°. oG g0� �� NNWON - 904.2 904.2 • 1 S �� N I 9042 804.2 904.2 8 ROCK CONSTRUCTION ,OG 90 �n ® N 904.2 904.2 10 9 SOG A f��� G p 904.6 904.6 904.6 904.6 14 SOG SOG 901.o E O.F. o o ENTRANCE TYP I I 13 12 11 SOG soc 901.0 � � 904.6 904.6 18 19 20 I % S0G SOG 901.0 901.0 901.0 0 "El 'o 14 15 16 S0- SOG S0G SOG i I 901.0 901.0 J G• )0.0 SOG SOG SOG 901.4 901.4 901.4 901.4 I I o 12 SOGn 901.4 901.4 801.4 I `° ' J o o O � m \ 9 92 9 904 11 SOG 1 901._\<� R , .98.3 I Le ' 10 5 9111 ��� C? � 0 ► RE=98.6 C L' L 9Oq 3 .� OG p1 1 n v C - j ►► I- q 'w / -01S Is 01 OG O 901 1 9 c' o ►I�E=99.4 �- 0% SL -CL STREET 4 _RF w 3 .4 0. a 31 ~ No C� ►► - A �� / o �p � C) . TCS 9 CV 1 / X90 \ E.'1. F. �� ►R - \ 0 60% 9 c 8. _ t F. o r O 901,10 �y 5 amu? 0 0 4, T 7.1 `� 0 -� II C I ' 901 G 9S G °' con w \ 5 89 47 S0G SO SO I 2 0 604 RO I- Cn 6 E',98.6CL- L 2.7 � p�7% 9jf6 6g6 904.6 0GO % 00.1 5000 ou, 5 �,N 8.s� Cn / �° O O 0 o TC O Cn L �' cn 9' N4u) `1 o °1)3 CP O-) r ...... N 0 O 0 00 0 0• J 0 Ink r o • cn + \ `��`"` 1 - �., ��2 as N O 3 6 i9 N O ow O O C7G� (^-• • -� �t N o Orn i10 ® o 0 0 ` 3 0 o TC ?, rn o 1) cP ` INFILIR ION : n o 2 Q �i .. AI� A: I N o rn N rn 0 4 °�, G 0 L' s\ �'�� rn o V. 48650: h T• o N 1 � . �' rn 0 ►® �, lr\ wo,, 1 I� 00 1 o p ROCK CONSTRUCTION o ��, 02� �' 1 oN Q ENTRANCE (TYP) 13 1 EROSION CONTROL NOTES: �'�, \ G o``% ��9 C 1. Cn o2'� Ik• o ` --_-- 0.126 - • ALL SILT FENCE AND OTHER EROSION CONTROL FEATURES SHALL BE IN-PLACE DENOTES SOIL BORING ] o H �� 008 % _ H P S7NE PRIOR TO ANY EXCAVATION/CONSTRUCTION AND SHALL BE MAINTAINED UNTIL a! s° k s •0, - :_ DENOTES SILT FENCE o �, Q o�. 0 :.:.: - - -� X0-7 0 VIABLE TURF OR GROUND COVER HAS BEEN ESTABLISHED. EXISTING SILT FENCE -o rn� - _r_ ON-SITE SHALL BE MAINTAINED AND OR REMOVED AND SHALL BE CONSIDERED DENOTES HEAVY DUTY SILT FENCE �� o, - - - `- U3.5 P 03.4 INCIDENTAL TO THE GRADING CONTRACT. IT IS OF EXTREME IMPORTANCE TO BE -.- 980- DENOTES EXISTING CONTOURS ', �� o � �,�� � MJF -BASIN •1 1 2.0% � • � AWARE OF CURRENT FIELD CONDITIONS WITH RESPECT TO EROSION CONTROL. 1 -j` \� BOTT� - - - - - - - -980- - DENOTES PROPOSED CONTOURS �.� ♦ ,.� �� CELEv=897.0 TEMPORARY PONDING, DIKES, HAY BALES, ETC., REQUIRED BY THE CITY SHALL BE �u3"/ti �� F O OUTLET III 3 T 1. -sro® DENOTES EXISTING STORM SEWER '� 901.8 -c: 06, 1 I CL -CL INCIDENTAL TO THE GRADING CONTRACT. C - CL- - ��o Lo J CP tLEV=898.8 p 7.3 0 c, 1 00 • DENOTES PROPOSED STORM SEWER /o�, opo ` yy� g ¢ O o ALL STREETS DISTURBED DURING WORKING HOURS MUST BE CLEANED AT THE END 0 sol. /� cn oo� \G rn .09 rn OF EACH WORKING DAY. A ROCK ENTRANCE TO THE SITE MUST BE PROVIDED \ g P - 6• o L.P. / DENOTES EXISTING TREE LINE 5 0 0r ACCORDING TO DETAILS TO REDUCE TRACKING OF DIRT ONTO PUBLIC STREETS. 1 2� o�°�j cp �C o° 00 DENOTES APPROXIMATE TREE E e o 6 0 o 2 0 GENERAL GRADING & DRAINAGE NOTES: REMOVAL LIMITS '', 5 02'0 `90 �, ° - .. �. -�.� TC 0' °' • ALL CONTOURS AND SPOT ELEVATIONS ARE SHOWN TO FINISHED SURFACE/GUTTER x 856.3 DENOTES EXISTING SPOT ELEVATION 2. 0 ` 00 7 1.10 0 5 GRADES UNLESS OTHERWISE NOTED. DENOTES PROPOSED SPOT ELEVATION �o ( o `�o . 5 �' 90j o X. Q • REFER TO THE SITE PLAN/RECORD PLAT FOR MOST CURRENT DENOTES BIO -ROLL EROSION CHECKS 43% \ �, .8 90j TC HORIZONTAL SITE DIMENSIONS AND LAYOUT. �' °� Bim. O 5. DENOTES EMERGENCY OVERFLOW Q o - co c� • THE CONTRACTOR SHALL VERIFY THE LOCATION AND ELEVATION OF EXISTING E.O.F. 1 '0 ° ' �' s ��9 9006 3 - 8 ` 90 ` o 40 Call 48 Hours before digging: UTILITIES AND TOPOGRAPHICAL FEATURES WITH THE OWNERS AND FIELD -VERIFY ELEVATION o 012 �' `� I 0 °�,• OQ 64.6 9506 1:1WETLAND BUFFER MONUMENT cp ° 04.6 �� -2.1 S 811 Or cal1811.com 0' 40' 80' 120' PRIOR TO CONSTRUCTION. THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE �'° . 902.93 0 903. s 00 ENGINEER OF ANY DISCREPANCIES OR VARIATIONS FROM PLAN. p p p p p J �� 11 ° o x H.P. s 903.6 Common Ground Alliance Latest Revision Date: 08/03/16 PROPOSED WETLAND FILL • ALL CONSTRUCTION SHALL CONFORM TO LOCAL RULES. �, 0 TC 0005341GDF01.dwg • POSITIVE DRAINAGE FROM THE SITE MUST BE PROVIDED AT ALL TIMES. `' ° s 1` �" d 4 \ -♦ o °�10 �� 0 6 o nate: 07/01/16 sheet: 3 of 6 I hereby certify that this plan was prepared by me or under my RevWmw Prepared for. Woods Edge direct supervision and that I am a duly licensed PROFESSIONAL Designed:FDH 11 Westwood ENGINEER under the laws of the State of Minnesota. 08/03/16 Updated Site Planeck Phone (952) 937-5150 7699 Anagram Drive �� DjG DR Horton, Inc. Minnesota Grading, Drainage and Fax (952) 937-5822 Eden Prairie, MN 55344 Draw= DWR Toll Free (888) 937-5150 westwoodps.com Francis D. Hagen II, PEg Erosion Control Plan Westwood Professional services, Inc. Date: 08/03/16 I emw No. 17716 Remi �" ��� 20860 Kenbrid a Court, Suite 100 Lakeville, Minnesota 55044 Lino Lakes, MN Ser\eices, Inc. 6AS)il 'i EX.POND 4 SOG sou 903.2 ill lift LE '=891.4: 1, 904.2 1111sa a 5666 L L 0 11L I AL ! .• .,r Sol _1W Will 1@1 •Age/ • ��w! `� •. �'\�, �,� III LJ I : • 904 ;;loon I'll 9042 �i \-ROCK 'CONSTRUCTION 4.6 12 10 SOG SOU ENTRANCE (TYP) 04.6 119 0 901.0 17 OG 901.0 91)0.0- SOG 901.4 s0G gol.4 gc)l./+ 0001 1 5 WE.:zill 11`x► I _ -,� I,i f� . -9 01.4 EO A A111� • 1��1 li! ly1" �- --- - • :•CL -- _ i ,• / . ,� 11 • I. ■ • •_•_ • • •� • ' • ._III Im 1 Nit Mill 06 904.6 - � � � �:1Ir7�1 • - .11111 I • \ - ■t • art -aill w , ; \• • � • . ,�-•�� ■ SII■I • • • : • • I�• :��� • ��, � •,� • •`� � • • � 7- I • • / • � 11111111! 1 • . • '� I \ i. •® , '"MmI N. � •• . ■111111.1 o TC o 0�5 r, �, os '- INFILTR. QN :: 00. 9• 0\:::All 1z 0 4,486'�SQ: T I o N V ) 6' l • ` rn N rn co 0 1 1-1 ROCK CONSTRUCTION °2 10 1C) o ENTRANCE (TYP) o�� 0/_ 0131: C 1.2 IZI- o.,2 o H. A, --pt, 'S Lo" 00.6 SIRE s o 1 03. ° : - - -� X0-7 _- _ ! j, :IPtF-BASIN `1 1 2.0% y o _ \ BOTT _ O .� I - 3/ Z5 Li: v=a9i. C0 ' - ° OUTLET • / T 1 901.8 ,,.� o CL- \✓P 1 tLEV=898.8 1 ' OC� CL -CL I 7.3 o c9 100 a / C pfd% 901. �G 01 � ` �- 6 09 CD rn P. ��° 6 /y po L.P. - iq 2� 0`�0 6 1�02(6 / OCn 4. 0 C5 L< 00.7 1.10 TC ° C ,o F o 0 5:� 90-1.8 "� � 3� Q \ 90 TC W \ \ �3 N 0 5 00 N 1 0 o�Q r �1 �s SOC 8 9 \ o p 4 \ o 012 i ° 6V 90Q so4 6 015 soot _� °' I 6 J 110 1. ��' 902.9 z 903 6 SGC I 0 00 ° 903.6 `� TC (21 1. 4 % . c� 00 \ o 0� 10 �� (0V 0 6 0 o � 'cA � M' ° \ V � rn ■ \ �OcoO 0.609 ~ _ � �, 0 0 \ � \ SOC ` .904 , U `` � /�\° ® N \ rn \ o g0pg 90$ SOC SOC 'Uo rp�j° N \� LBGBND: 9 ' 90 9 SO.0 i 905 N° .' EROSION CONTROL NOTES: - ea � g0j9 c Soto ;Soc • ALL SILT FENCE AND OTHER EROSION CONTROL FEATURES SHALL BE IN-PLACE DENOTES SOIL BORING / s0 d PRIOR TO ANY EXCAVATION/CONSTRUCTION AND SHALL BE MAINTAINED UNTIL DENOTES SILT FENCE �� 2 9oa Soc o� ON-SITE VIASHALLE TURF L EROUND MAINTAINED RANDSOREEN REMOV DB ANDEDSHALLI BENG SILT CONSIDERED FENCE DENOTES HEAVY DUTY SILT FENCE 1 J ',�11I� 2 s0j2 602 Soc INCIDENTAL TO THE GRADING CONTRACT. IT IS OF EXTREME IMPORTANCE TO BE X980- DENOTES EXISTING CONTOURS ,,,,I���� ?2 9022 rn rn TEMPORARYAWARE OF CURRENT POND PONDELD ING, KES,OHAYIONS BALES,ITH ETC., REQUIRED BY TSPECT TO ION HE CIONTROL.TY SHALL BE -980- - DENOTES PROPOSED CONTOURS �� 10#4 TEMPORARY 906- All INCIDENTAL TO THE GRADING CONTRACT. Sro DENOTES EXISTING STORM SEWER • ALL STREETS DISTURBED DURING WORKING HOURS MUST BE CLEANEDAT THEEND DENOTES PROPOSED STORM SEWER �F EACH AY. A ROCK ENTRANCE HE TE ST BE CCO D NG 0 WORKIDETNG TO R DUCE TRACK NGTOFTDIRT ION OUPUBLIC PSTREIETS. DENOTES EXISTING TREE LINERpq�q,�!'Y Sd� ♦♦♦♦♦ DENOTES APPROXIMATE TREE m�qY - ♦♦♦, GENERAL GRADING & DRAINAGE NOTES: REMOVAL LIMITS / `� ♦♦♦� / • ALL CONTOURS AND SPOT ELEVATIONS ARE SHOWN TO FINISHED SURFACE/GUTTER x 856.3 DENOTES EXISTING SPOT ELEVATION / ��, ♦♦♦ / GRADES UNLESS OTHERWISE NOTED. / 66.30 DENOTES PROPOSED SPOT ELEVATION �� I� �', ♦♦ • REFER TO THE SITE PLAN/RECORD PLAT FOR MOST CURRENT %DENOTES BIO -ROLL EROSION CHECKS / HORIZONTAL SITE DIMENSIONS AND LAYOUT. E.O.F.DENOTES EMERGENCY OVERFLOW / • THE CONTRACTOR SHALL VERIFY THE LOCATION AND ELEVATION OF EXISTING ELEVATION 90 UTILITIES AND TOPOGRAPHICAL FEATURES WITH THE OWNERS AND FIELD -VERIFY \ WETLAND BUFFER MONUMENT PRIOR TO CONSTRUCTION. THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE ❑ / ENGINEER OF ANY DISCREPANCIES OR VARIATIONS FROM PLAN. o 0 0 0 o PROPOSED WETLAND FILL • ALL CONSTRUCTION SHALL CONFORM TO LOCAL RULES. 7 K7 K7 0 / O • POSITIVE DRAINAGE FROM THE SITE MUST BE PROVIDED AT ALL TIMES. 90a I hereby certify that this plan was prepared by me or under my Revisions. Prepared for: WestwoodI direct supervision and that I am a duly licensed PROFESSIONAL I Designed: FDH II ENGINEER under the laws of the State of Minnesota. 08/03/16 Undated Site Plan • Phone (952) 937-5150 7699 Anagram Drive Fax (952) 937-5822 Eden Prairie, MN 55344 Toll Free (888) 937-5150 westwoodps.com Westwood Professional Services, Inc. Francis D. Hagen II, PE Dam 08/03/16 Ucen■e No, 17716 DJG DR Horton, Inc. - Minnesota Drawn: DWR 20860 Kenbridge Court, Suite 100 Re=d D ` S tiy�dat. Lakeville, Minnesota 55044 a 0 Call 48 Hours before digging: 811 or call811.com 0, 40' 80' 120' Common Ground Alliance Latest Revision Date: 08/03/16 0005341 GDF02.dwg Date: 07/01/16 sheet: 4 of 6 Woods Edge Lino Lakes, MN Grading, Drainage and Erosion Control Plan c2015 Westwood Professional Services, Inc. NLET CASTING R-4342 REFER TO GRADING PLAN -BASIN BOTTOM INV=891.4 00 =11 -_ — 48" INV -897.0 11=III=III=III=III=III=111- T�I IIT�T�T�T�II — lT�1T�1T�1T�1T�1T�l II=III=III=11I=III=III—III- rr�rr��rr�rr�r ILTTTT11 I 111 �I =111== =III =III=III=III=III=III=III=1 - 44- J1111111 111-111111111111111-1ill-III-I 1= 111=111=1111 I 1-IIIIFEIL ` 35'-12" RCP OUTLET PIPE ® 2. IT �ITE-IT�IT�IT�IT� III=III=III=III=III=III=III= '�II�I�II�II�II�II�I TSIITI .': IE=889.4 6" PVC KNIFE GATE VALVE NOTE: 1. BASE TO BE GROUTED TO FORM A SMOOTH INVERT. 2. PIPE CUT—OUTS TO BE LOCATED WHERE REQUIRED. MONOLITHICALLY POURED CONCRETE OR PRECAST OCS-1 FES -92 IE=917.7 NLET CASTING R-4342 REFER TO GRADING PLAN -BASIN BOTTOM INV -897.0 _II 111898*80-11 T�I — 48" MOUNTED FLUSH WITH THE TOP OF THE POST FASTENED WITH I 111 �I =111== =III =III=III=III=III=III=III=1 4% TYP 111=111=111=111 � ALUMINUM, SHALL BE 5052-H38 OR 6061-T6 ALLOY. GAUGE IT �ITE-IT�IT�IT�IT� III=III=III=III=III=III=III= SHALL 8E 0.080 \\\ a"TOPSOIL & sOD LINSET A W D 4" x 4" SQUARE 111=III=III=III-III-III-III- DITCH AS REQUIRE FOR DRAINAGE Q1T�1T�1T�1T�1T�1T�1Tr � -- COLOR =1I1=1I1=1I1-III-III-III-II 1TI�=1T�1T�1T�1T� °. WHITE BACKGROUND. — — — 30'-15" RCP CONCRETE WALK (MnDOT 2521)* WHERE IT CROSSES A WETLAND BUFFER WITH A MAXIMUM OUTLET PIPE ® 0.5 4" AGGREGATE BASE, CL 5 III III=1177 — — — — 17 77777 . 24" APPROVED SUBGRADE IE=895.0 6" PVC KNIFE GATE VALVE NOTE: 1. BASE TO BE GROUTED TO FORM A SMOOTH INVERT. 2. PIPE CUT—OUTS TO BE LOCATED WHERE REQUIRED. MONOLITHICALLY POURED CONCRETE OR PRECAST C/L OCiS-2 P/L OUTLOT P/L VARIES VARIES 13.0' 1 13.0' 4" TOPSOIL & SOD BOC BOC 27. MIN 2.5% 2% MIN. f— 2— 5%_ r- 1.5:1 SLOPE (TYP.) SURMOUNTABLE SURMOUNTABLE CONC. C. & G. CONC. C. & G. PROFILE GRADE GRADING GRADE 21.5" (SEE TYP. PAV. SECTION) TYPICAL SECTION PRIVATE STREET N.T.S. Westwood Phone (952) 937-5150 7699 Anagram Drive Fax (952) 937-5822 Eden Prairie, MN 55344 Toll Free (888) 937-5150 westwoodps.com Westwood Professional Services, Inc. R/W R/W 0 W. M. SAN. STORM ELEC. 10' MIN 10' MIN NOTE: MINIMUM R/W CROSSING DEPTH 30". URBAN STREET NON -URBAN STREET PRIVATE UTILITIES PRIVATE UTILITIES CURB 30-36" ( ( CURB 36" 48 O T.V. 00 O 6. I TEL. OI 42-48" (COM. GAS1112" MIN. 6 ID GAS L O_ ELEC. ELEC. T.V. TEL. COMMON TRENCH 24-30" O = WARNING TAPE OVER UTILITY 8 MAXIMUM MUM METAL OR 2"x2"WOOD FENCE POST 1 \ GEOTEXTILE WI:NET BACKING III oN of F�o� BACKFILL I I T GEOTEXTILE TO z OVERLAP THROUGH L TRENCH. tRENCN II 6" MIN. NOTES: 1. SILT FENCE SHALL CONFORM TO MNDOT 3886, (GTF 100 OR EQUAL) 2. FENCING SHALL BE PLACED ALONG CONTOURS OR AS DIRECTED BY ENGINEER, F PGti R ��G ROPO Q�e 6"MIN J 1 " TO 2" WASHED ROCK MIN MAY, 2013 MAY, 2013 - MAY, 2013 CIT o F UTILITY LOCATION SILT FENCE ROCK CONSTRUCTION IN KE (jtN-11 Al�KES_F GEN -16 Jj S I T o f IN KE ENTRANCE I GEN 17 DEFLECTOR PLATE OVERFLOW #1 -CENTER OF FILTER ASSEMBLY - 10" FILTER ASSEMBLY 7.7 OVERFLOW #2 -TOP OF CURB BOX WETL I ND CURB BI FF R I 1 IN01 CG -3067 HIGH-FLOW MOWING HIGH-FLOW FABRIC ALUOWED WIMCO MODEL # CG -3067 HIGH-FLOW INLET PROTECTION OR APROVED EQUAL CURB AND GUTTER INLET PROTECTION NO SCALE OPENING FOR LARGE EVENTS --APPROVED MnDOT SILT FENCE FABRIC FASTEN TO STAKES 2' O.C. PERFORATED WALL T SILT FABRIC TO BE WRAPPED g AROUND SCB IF NEEDED, a. CATCH BASIN d' X INFRASAFE SEDIMENT CONTROL BARRIER ROYAL... FNVIROMENTAL SERVICES OR AN CROSS SECTION VIEW TOP VIEW ENGINEER APPROVED EQUAL. REAR YARD INLET PROTECTION NO SCALE --+*. MAY, 2013 INLE I PRU TEC I IUN II GEni_19 �� 1N KE F LN(}L�LIAKEj C/L P/L OUTLOT P/L VARIES VARIES 14.0 1 14.0 4" TOPSOIL & SOD BOC BOC 290 MIN. 2�% � 2.5% 2.590 _ 1.5:1 SLOPE (TYP. ) SURMOUNTABLE SURMOUNTABLE CONC. C. & G. CONC. C. & G. PROFILE GRADE GRADING GRADE 21.5" (SEE TYP. PAV. SECTION) TYPICAL SECTION PRIVATE STREET— N. T. S. TREET N.T.S. STREET 1 STREET 3 I hereby certify that this plan was prepared by me or under myI Revisions direct supervision and that I am a duly licensed PROFESSIONAL ENGINEER under the laws of the State of Minnesota 08/03/16 Updated Site Plan Francis D. Hagen II, PE Dates 08/03/16 Ueense N, 17716 SPECIFICATIONS: MONUMENT CONSISTS OF A POST AND A WETLAND BUFFER SIGN WETLAND BUFFER SIGNS 2:1 U. 6 aVARIES \ 2% MAX MOUNTED FLUSH WITH THE TOP OF THE POST FASTENED WITH 4% TYP NON -REMOVABLE SCREWS OR RIVETS SIZE: 12" H x 8" W ALUMINUM, SHALL BE 5052-H38 OR 6061-T6 ALLOY. GAUGE SHALL 8E 0.080 \\\ a"TOPSOIL & sOD LINSET A POST MATERIALS D 4" x 4" SQUARE DITCH AS REQUIRE FOR DRAINAGE TREATED WOOD OR OTHER CITY APPROVED MATERIAL COLOR COLOR SHALL BE GREEN LETTERS ON WHITE BACKGROUND. POST INSTALLATION MOUNTED TO A HEIGHT OF FOUR FEET ABOVE GRADE SET AT LEAST 42 INCHES IN THE GROUND INSTALLED AT EACH LOT LINE CONCRETE WALK (MnDOT 2521)* WHERE IT CROSSES A WETLAND BUFFER WITH A MAXIMUM 4" AGGREGATE BASE, CL 5 SPACING OF 300 FEET BETWEEN SIGNS ( IF NO BUFFER IS 24" APPROVED SUBGRADE REQUIRED THE MONUMENT SHALL BE AT THE EDGE OF THE WETLAND). INSET A PLACE ADDITIONAL POSTS AS NECESSARY TO FOLLOW BUFFER CONTOUR LINE *MINIMUM CONCRETE WALK THICKNESS IS 4". CONCRETE WALK SHALL BE A MINIMUM OF 6" THICK ACROSS ALL DRIVEWAYS, IN AREAS WITH REGULARLY SPACED DRIVEWAYS, OR AS DIRECTED BY THE CITY ENGINEER. MAY, 2013 -1 MAY, 2013 WETLAND BUFFER SIGNS C l ro f CONCRETE WALK GEN -22 IN KE GEN -10 STREET 2 STREET 4 C/L P/L OUTLOT P VARIES VARIES 13.0' 13.0' 4" TOPSOIL & SOD— BOC BOC 22=1 V 2.5% 1.5:1 SLOPE :� (TYP.) 2% SURMOUNTABLE SURMOUNTABLE CONC. C. & G. CONC. C. & G. PROFILE GRADE GRADING GRADE 21.5" (SEE TYP. PAV. SECTION) TYPICAL SECTION PRIVATE STREET N.T.S. STREET 5 Designed: FDH II Clucked: DJG Drawn: DWR Record Drawing by/date: 1.5" BITUMINOUS WEAR COURSE MNDOT SPEC 2360, TYPE SP TACK COAT, MnDOT 2357 2" BITUMINOUS NON—WEARING COURSE MNDOT SPEC. 2360, TYPE SP 8" CLASS 5 AGGREGATE BASE 10" SELECT GRANULAR MATERIAL APPROVED SUBGRADE TYPICAL PAVEMENT SECTION NO SCALE Prepared for: DR Horton., Inc. - Minnesota 20860 Kenbridge Court, Suite 100 Lakeville, Minnesota 55044 Woods Edge Lino Lakes, MN Call 48 Hours before digging: 811 or call811.com Common Ground Alliance Latest Revision Date: 08/03/16 0005341 DTF02.dwg Date: 07/01/16 Sheet: 6 of 6 Details c2015 Westwood Professional Services, Inc. for Sanitary Sewer, Water Main, and Streets for Woods Edge0 : Phase 1 & 2 Lino Lakes, MN Prepared for: DR Horton, 20860 Kenbridge Court, Suite 100 Lakeville, Minnesota 55044 Contact: Mike Suel Phone: 952-985-7823 Fax 952-985-7800 Inc. - Minnesota Prepared by: Westwood Phone (952) 937-5150 7699 Anagram Drive Fax (952) 937-5822 Eden Prairie, MN 55344 Toll Free (888) 937-5150 westwoodps.com Westwood Professional Services, Inc. Project number: 0005341.00 Contact: (-rcncis D. Hagen II, PE Storm Sewer, Vicinity Map (Not to Scale NO. Sheet List Table REVISION Sheet Number Sheet Title 07/01/16 CITY COMMENTS 1 Cover 08/01/16 TAKEOFF REDLINES 2 Overall Utility Plan 08/03/16 UPDATED SITE PLAN 3 Ex. Sanitary & Watermain Service Construction Plan 4 Ex. Sanitary & Watermain Service Construction Plan 5 Sanitary & Watermain Construction Plan 6 Sanitary & Watermain Construction Plan 7 Sanitary & Watermain Construction Plan 8 Street & Storm Sewer Construction Plan 9 Street & Storm Sewer Construction Plan 10 Street & Storm Sewer Construction Plan 11 Street & Storm Sewer Construction Plan 12 Details 13 Details Vicinity Map (Not to Scale NO. DATE REVISION SHEETS 1 07/01/16 CITY COMMENTS 5-7 2 08/01/16 TAKEOFF REDLINES 2, 4-13 3 08/03/16 UPDATED SITE PLAN ALL Construction Plans for Sanitary Sewer, Water Main, Storm Sewer, and Streets for Woods Edge: Phase 1 & 2 Lino Lakes, MN Date: 07/01/16 Sheet: 1 of 13 0005341 CVF01 .dwg c2015 Westwood Professional Services, Inc. pUnpT C EX.POND 4 N WL=890.0 H WL=892.3 Westwood tX. 8" DIP WM STUB ItW64111111 8 -tit's ®'''•� UNUSED EXISTING 1" COPPER SERVICE w/CURB STOP (TYP) SEE SH ET io 24'^RaC \ X. S-� J �E=17 Phone (952) 937-5150 7699 Anagram Drive Fax (952) 937-5822 Eden Prairie, MN 55344 Toll Free (888) 937-5150 westwoodps.com Westwood Professional Services, Inc. I hereby certify that this plan was prepared by me or under myI Revisions: direct supervision and that I am a duly licensed PROFESSIONAL ENGINEER under the laws of the State of Minnesota Francis D. Hagen H, PE Dates 08/03/16 Crenae N, 17716 08/03/16 Updated Site Plan Call 48 Hours before digging: 811 or call811.com Common Ground Alliance GENERAL NOTES: XXX.X DENOTES SANITARY SEWER SERVICE INVERT ® 10' OUTSIDE R.O.W. WYE=X+XX DENOTES SANITARY SEWER SERVICE WYE LOCATED ON MAINLINE FROM DOWN STREAM M.H. Ei) DENOTES EXISTING SERVICE ELEVATION FROM SEH PLANS FOR LEGACY AT WOODS EDGE DATED 04/28/06 X+XX DENOTES EXISTING SANITARY SEWER SERVICE WYE LOCATED ON MAINLINE FROM SEH PLANS FOR LEGACY AT WOODS EDGE DATED 04/28/06 WOODS EDGE BOULEVARD Designed: FM H Clucked: DJG Drawn: DWR Record Drawing by/date: Prepared for. DR Horton., Inc. - Minnesota 20860 Kenbridge Court, Suite 100 Lakeville, Minnesota 55044 NOTE: SANITARY SEWER SERVICE STUBS TYPICALLY • INFILTRATION•:•:• ) 3' DOWNSTREAM OF WATER SERVICE CURB STOP AREA V_ / 3,690 SF ,---------- -'�� -''��� EX.POND 3 / ALL WATER SERVICES ARE 1" COPPER. BOTT / ��-' /111111�11111111111111�111111 :ELEV=891.4::/ / NWL=888.4 HWL-891.7 I FLAG HYDRANTS. _-900.02 . IE=89352 I IE=894.34 I \ I LOCA TING -' EXTEND RODS ON VALVES DEEPER THAN -' >� 11111111 11111111111111111111®������ 11 1 DIP WM EX 08BMH I \ \ -': , 1 7.5' FROM FINISHED GRADE. STUB 98.0060 WRAPPED IN POLYETHYLENE FILM. - - - - - - J FITTINGS SHALL BE DUCTILE IRON CLASS 350 CP —5100 ilia.11111 17 RE=900.18 8" G.V. & Box IE= 1s ,; \ ALL DROP MANHOLES TO BE CONSTRUCTED _____----- - RE=900.77 IE=896.43 8" PLUG; _ D--------- - ----- __ ----_-__ Comm 1I �. �� SURVEY FEET. ,,'' EX.FES-5 USING OUTSIDE DROPS. �- IE=887.01 _ --- -_-- �� IE=888.4°: -- 8 j + °° - _ ,q WATER SERVICE TO THIS LOT SHALL BE SEE SHEET 7 — _----- -� - -T 5 �, INSTALLED UNDER PROPOSED STROM SEWER & SHALL MAINTAIN A MINIMUM VERTICAL -, _--- I i-- - - 'C3 SEPARATION FROM STORM PIPE OF 2.0 FT. WOODS EDGE BOULEVARD Designed: FM H Clucked: DJG Drawn: DWR Record Drawing by/date: Prepared for. DR Horton., Inc. - Minnesota 20860 Kenbridge Court, Suite 100 Lakeville, Minnesota 55044 Woods Edge: Phase 1 & 2 Lino Lakes, MN LEGEND EXISTING Sanitary Sewer Water Service Water Hyd. w\Valve Storm Sewer PROPOSED Sanitary Sewer Water Hyd. w\Valve Storm Sewer -SAN --0— MS —WAT-->cI STO 1 0 1 0' 40' 80' 120' Latest Revision Date: 08/03/16 0005341 UTF01.dwg Date: 07/01/16 Sheet: 3 of 13 Ex. Sanitary & Watermain Service Construction Plan NOTE: SANITARY SEWER SERVICE STUBS TYPICALLY • INFILTRATION•:•:• ) 3' DOWNSTREAM OF WATER SERVICE CURB STOP AREA V_ / 3,690 SF ALL SANITARY SEWER SERVICES ARE 4" SDR 26. ! INF.' BASIN '1• : : ' / ALL WATER SERVICES ARE 1" COPPER. BOTT / :ELEV=891.4::/ / SANITARY SERVICES REQUIRE A TRACER WIRE OUTLET / AND ACCESS TO WIRE ENDS FOR FUTURE e' -ELEV=893.2 - ' ' / LOCA TING 3 HWL=893.6 9.8 l N WA TERMAIN INCLUDING VALVES, FITTINGS, J F - HYDRANTS, AND APPURTENANCES IS TO WRAPPED IN POLYETHYLENE FILM. - - - - - - J FITTINGS SHALL BE DUCTILE IRON CLASS 350 CP —5100 COMPACT FUSION -BONDED EPDXY COATED THE VERTICAL DATUM OF THIS PLAN /S BASED ON THE NGVD 1929 ADJUSTED DA TUM IN US LA.s i IVuh-14U i SURVEY FEET. IE=889.02 J/ NGVD=NA TIONAL GEODETIC VERTICAL DATUM Woods Edge: Phase 1 & 2 Lino Lakes, MN LEGEND EXISTING Sanitary Sewer Water Service Water Hyd. w\Valve Storm Sewer PROPOSED Sanitary Sewer Water Hyd. w\Valve Storm Sewer -SAN --0— MS —WAT-->cI STO 1 0 1 0' 40' 80' 120' Latest Revision Date: 08/03/16 0005341 UTF01.dwg Date: 07/01/16 Sheet: 3 of 13 Ex. Sanitary & Watermain Service Construction Plan c2015 Westwood Professional Services, Inc. TOWN CENTER PARKWAY Westwood Phone (952) 937-5150 7699 Anagram Drive Fax (952) 937-5822 Eden Prairie, MN 55344 Toll Free (888) 937-5150 westwoodps.com Westwood Professional Services, Inc. I hereby certify that this plan was prepared by me or under my Revisiow direct supervision and that I am a duly licensed PROFESSIONAL ENGINEER under the laws of the State of Minnesota. 16/08/01 TAKEOFF REDLINES Francis D. Hagen H, PE Date 08/03/16 Crenae No. 17716 08/03/16 Updated Site Plan VILLAGE DRIVE Designed: FM II Clucked: DJG Drawn: DWR Record Drawing kv/date Prepared for: DR H orton, Inc. - Minnesota 20860 Kenbridge Court, Suite 100 Lakeville, Minnesota 55044 Call 48 Hours before digging: 811 or call811.com Common Ground Alliance GENERAL NOTES: XXX.X DENOTES SANITARY SEWER SERVICE INVERT ® 10' OUTSIDE R.O.W. WYE=X+XX DENOTES SANITARY SEWER SERVICE WYE LOCATED ON MAINLINE FROM DOWN STREAM M.H. EDDENOTES EXISTING SERVICE ELEVATION FROM SEH PLANS FOR LEGACY AT WOODS EDGE DATED 04/28/06 X+XX DENOTES EXISTING SANITARY SEWER SERVICE WYE LOCATED ON MAINLINE FROM SEH PLANS FOR LEGACY AT WOODS EDGE DATED 04/28/06 FLAG HYDRANTS. EXTEND RODS ON VALVES DEEPER THAN 7.5' FROM FINISHED GRADE. ALL DROP MANHOLES TO BE CONSTRUCTED USING OUTSIDE DROPS. O WATER SERVICE TO THIS LOT SHALL BE INSTALLED UNDER PROPOSED STROM SEWER & SHALL MAINTAIN A MINIMUM VERTICAL SEPARATION FROM STORM PIPE OF 2.0 FT. NOTE: SANITARY SEWER SERVICE STUBS TYPICALLY 3' DOWNSTREAM OF WATER SERVICE CURB STOP ALL SANITARY SEWER SERVICES ARE 4" SDR 26. ALL WATER SERVICES ARE 1" COPPER. SANITARY SERVICES REQUIRE A TRACER WIRE AND ACCESS TO WIRE ENDS FOR FUTURE LOCA TING WA TERMAIN INCLUDING VALVES, FITTINGS, HYDRANTS, AND APPURTENANCES IS TO WRAPPED IN POLYETHYLENE FILM. FITTINGS SHALL BE DUCTILE IRON CLASS 350 COMPACT FUSION—BONDED EPDXY COATED THE VERTICAL DATUM OF THIS PLAN IS BASED ON THE NGVD 1929 ADJUSTED DA TUM IN US SURVEY FEET. NGVD=NA TIONAL GEODETIC VERTICAL DATUM 03[.`1111111I0[! Sanitary Sewer -SANS Water Service S Water _WAT Hyd. w\Valve I1103 Storm Sewer -S7o� PROPOSED Sanitary Sewer 4 f Water 1 04 Hyd. w\Valve 1 0-.4* Storm Sewer 0' 40' 80' 120' Latest Revision Date: 08/03/16 0005341 UTF06.dwg Date: 07/01/16 Sheet: 4 of 13 Woods Edge: Ex. Sanitary & Phase 1 & 2 Watermain Service I,;,,o Lakes, I,Q,I Construction Plan c2015 Westwood Professional Services, Inc. IV Y,L-V:JV.V _ HWL=892.`, ® 3 '-' 2 ' REMOVE,�SA�VAGE & \\ REINSTALL. EX.�HYb, A X. VALVE & 8 6' REDU C \ REw OVE 18 �T 8" DI WToo- ' W Westwood HYD. w/AUX. VALVE ' 5'-6" DIP 8"x6" REDUCER GRND. EL.=899.3 Oz z m zCn M 1 ,h Anj �11 - 0- iii ����i :.z� �� �,.�wll��a ffil fid..71 IVA 71 Wo-• 1 ���� .,� Q � � r, :,�• •�i , � �►� . " i � � � � ►'�►I Imo► I�i1���� - - 1� `A► � � :I� `r:% u � � -• :. 1 ►1� iii. , rI • �1■� ,fir. �. �� 1�11� II I��ir• - ' �� - I. „ _�- I�111�1• LIQ --.� r � , • �-11 ■'1 ' .11111-; Vii- : ,�1r1���1�1�►� _ _al. '. �is . • : . �'' � I �■11 .VIII.;. • �I��I� /I��I� �I I■il �• ,\iitr•��=aha _II. '■ I■� �� ■� �■ ill■I -I .111111. I III . ., ■ ■� .� • .1111. , I■ Lin .I �■1■ I! • v 7 .1111.1 to ■il Phone (952) 937-5150 7699 Anagram Drive Fax (952) 937-5822 Eden Prairie, MN 55344 Toll Free (888) 937-5150 westwoodps.com Westwood Professional Services, Inc. 6 5 4 3 2 1 0 I hereby certify that this plan was prepared by me or under my Revisiom direct supervision and that I am a duly licensed PROFESSIONAL ENGINEER under the laws of the State of Minnesota. 16/07/01 CITY COMMENTS 16/08/01 TAKEOFF REDLINES 08/03/16 Updated Site Plan Francis D. Hagen H, PE Date 08/03/16 Crenae No. 17716 Designed: FM H Clucked: DJG Drawn: DWR Record Drawing by/date VV ILLI - ` •ELEV=89• • H WL= 89: - - - - - - - - - sro sro REMOVE 18'-6" EXISTING WM; INSTALL ❑ NEW 8" PLUG 0 8"-450 BEND HYD. w/AUX. VALVE 5-6" DIP 8"x6" REDUCER GRND. EL.=898.9 SAN PROFILE A PHASE 1 ................ Call 48 Hours before digging: 811 or call811.com Common Ground Alliance GENERAL NOTES: STREET 4 DENOTES SANITARY SEWER SERVICE _ - - INVERT @ 10' OUTSIDE R.O.W. WYE=X+XX DENOTES SANITARY SEWER SERVICE WYE 910 LOCATED ON MAINLINE FROM DOWN STREAM M.H. EDDENOTES EXISTING SERVICE ELEVATION 910 FROM SEH PLANS FOR LEGACY AT WOODS EDGE DATED 04/28/06 PHASE 2 PHASE 1. SERVICE WYE LOCATED ON MAINLINE FROM SEH PLANS FOR LEGACY AT WOODS EDGE RE' = 900.77 DATED 04/28/06 476;-8„ DIP CL :52 FLAG HYDRANTS. EXTEND RODS ON VALVES DEEPER THAN 7.5' FROM FINISHED GRADE. ALL DROP MANHOLES TO BE CONSTRUCTED W.M. w/POLYWRAP USING OUTSIDE DROPS. O WATER SERVICE TO THIS LOT SHALL BE D=13.65 905 890890 & SHALL MAINTAIN A MINIMUM VERTICAL 8.0' MIN. COVER : I SEPARATION FROM STORM PIPE OF 2.0 FT. PVC NOTE: 905 SANITARY SEWER SERVICE STUBS TYPICALLY ....................._ PROPOSED C/L GRADE(TYP.)............._.....................I................................................................ ALL SANITARY SEWER SERVICES ARE 4" SDR 26. @ ALL WATER SERVICES ARE 1" COPPER. I l SANITARY SERVICES REQUIRE A TRACER WIRE PROPOSED: C/L SUBGRADE (TYP.) I I L OCA TING WA TERMAIN INCLUDING VALVES, FITTINGS, HYDRANTS, AND APPURTENANCES IS TO STA 1+00 � -... FITTINGS SHALL BE DUCTILE IRON CLASS 350 COMPACT FUSION -BONDED EPDXY COATED RE 900 :.. .- .. � \� \... � �. �.� . �. ` \ � .. � � ........... 900 ...... .. ....... . . SDR 35 @ 0:40% 885 .. IE IE (N) = 887.60 ...........STA (E) = 887.60 MH RE -2 1+70....... = 902.00 I 885 PHASE 1 D=12.07 IE (W) = 887.32 RE = 901.00 SDR 35 @ 0.40% . . .... . . --- =- IE -(NW) = 887.24 S -IA 3+05 IE (E) = 887.24 D=14.68 D=13.76 END WATERMAI -- - 880 INSTALL PLUG TOP WM 1 STA=+87 895 :...... I 8" :DIP PLUG .0 ELEV= 891.2 895 .......TOP WM ---... STA=5+85 TOP WM I I I . . . . . . ELEV= 891.1I STA=5+09 . . ... . . PHASE 2 I - . . . .. . ELEV= 891.5 + RU k IS 1 MOVE PLUG & 890.............. CO.NNEC.T .TO. 8"... ...... END SANITARY SEWER.................. ............ 890 WM w/8 GV I INSTALL 8 PVC PLUG TOP WM MH -5 STA 5+21 4 164' -: 8" PVC 97' - 8" PVC +06 STA 1+76 ELEV= 890.7 RE = 899.43 SDR 35: @ 0.40% STA 4+80 I STA SDR 35 @ 0.50% RE _ 899.08 IE (S) _ 888.59 RE = 899.67 I MH -3 IE (W) = 888.09 885 IE (SW) = 888.59 IE (N) = 888.43 PHASE 2 I STA 2+73 = IE N 888.09 885 ........... :......... D=10.84 ....... ...:.......RE 1E (S) = 888.43 ST:A 3+15 I .89.9..67 ..................(.� IE (S) = 887.60 D=10.99 .-..........: ........... D=11.24 REMOVE PLUG & I IE (N) = 887.60 41' - 8' PVC CONNECT TO I IE (E) = 887.60 SDR 35 @ 0.39% EX.8" PVC I I D=12.07 oo� I oo� Phone (952) 937-5150 7699 Anagram Drive Fax (952) 937-5822 Eden Prairie, MN 55344 Toll Free (888) 937-5150 westwoodps.com Westwood Professional Services, Inc. 6 5 4 3 2 1 0 I hereby certify that this plan was prepared by me or under my Revisiom direct supervision and that I am a duly licensed PROFESSIONAL ENGINEER under the laws of the State of Minnesota. 16/07/01 CITY COMMENTS 16/08/01 TAKEOFF REDLINES 08/03/16 Updated Site Plan Francis D. Hagen H, PE Date 08/03/16 Crenae No. 17716 Designed: FM H Clucked: DJG Drawn: DWR Record Drawing by/date VV ILLI - ` •ELEV=89• • H WL= 89: - - - - - - - - - sro sro REMOVE 18'-6" EXISTING WM; INSTALL ❑ NEW 8" PLUG 0 8"-450 BEND HYD. w/AUX. VALVE 5-6" DIP 8"x6" REDUCER GRND. EL.=898.9 SAN PROFILE A PHASE 1 ................ Call 48 Hours before digging: 811 or call811.com Common Ground Alliance 900 GENERAL NOTES: XXX.X DENOTES SANITARY SEWER SERVICE _ - - INVERT @ 10' OUTSIDE R.O.W. WYE=X+XX DENOTES SANITARY SEWER SERVICE WYE 895 LOCATED ON MAINLINE FROM DOWN STREAM M.H. EDDENOTES EXISTING SERVICE ELEVATION FROM SEH PLANS FOR LEGACY AT WOODS EDGE DATED 04/28/06 X+Xx E+: DENOTES EXISTING SANITARY SEWER SERVICE WYE LOCATED ON MAINLINE FROM SEH PLANS FOR LEGACY AT WOODS EDGE RE' = 900.77 DATED 04/28/06 FLAG HYDRANTS. EXTEND RODS ON VALVES DEEPER THAN 7.5' FROM FINISHED GRADE. ALL DROP MANHOLES TO BE CONSTRUCTED USING OUTSIDE DROPS. O WATER SERVICE TO THIS LOT SHALL BE D=13.65 INSTALLED UNDER PROPOSED STROM SEWER 890890 & SHALL MAINTAIN A MINIMUM VERTICAL 70' - SEPARATION FROM STORM PIPE OF 2.0 FT. PVC NOTE: SANITARY SEWER SERVICE STUBS TYPICALLY 3' DOWNSTREAM OF WATER SERVICE CURB STOP ALL SANITARY SEWER SERVICES ARE 4" SDR 26. @ ALL WATER SERVICES ARE 1" COPPER. I l SANITARY SERVICES REQUIRE A TRACER WIRE AND ACCESS TO WIRE ENDS FOR FUTURE -3 L OCA TING WA TERMAIN INCLUDING VALVES, FITTINGS, HYDRANTS, AND APPURTENANCES IS TO STA 1+00 WRAPPED IN POLYETHYLENE FILM. FITTINGS SHALL BE DUCTILE IRON CLASS 350 COMPACT FUSION -BONDED EPDXY COATED RE THE VERTICAL DATUM OF THIS PLAN IS BASED ON THE NGVD 1929 ADJUSTED DA TUM IN US 30' - 8" PVC SURVEY FEET. n n rz NGVD=NA TIONAL GEODETIC VERTICAL DATUM 900 ........................... _ _ - - -:_ _ ............... . I I I I . I I I I 11 . I I 1.1............................... I I EX.-SAN;MH-2E . . . 900 895 895 1 1 STA 2+20 RE' = 900.77 IE .(W) = 887.12 D=13.65 890890 70' - 8" PVC ................................... SDR 35 @ 0.40% I l MH -3 -.---_ i. STA 1+00 -. RE = 899.67 30' - 8" PVC IE (S) = 887.60 . . SDR 35 @ 0:40% 885 .. IE IE (N) = 887.60 ...........STA (E) = 887.60 MH RE -2 1+70....... = 902.00 MH -1 ................. STA 1+90 20 -'8" PVC 885 D=12.07 IE (W) = 887.32 RE = 901.00 SDR 35 @ 0.40% IE (SE) = 887.32 IE -(NW) = 887.24 IE (E) = 887.24 D=14.68 D=13.76 880 880 875 875 0 1 2 3 0' 40' 80' 120' Latest Revision Date: 08/03/16 0005341UTF02.dwg Date: 07/01/16 Sheet: 5 of 13 Prepared for. DR Horton., Inc. - Minnesota 20860 Kenbridge Court, Suite 100 Lakeville, Minnesota 55044 Woods Edge: Phase 1 & 2 Lino Lakes, MN Sanitary & Watermain Construction Plan c2015 Westwood Professional Services, Inc. _ SAWCUT WM & INSTALL NEW 8" DIP MAIN. STREET 2 477- 8" DIP CL 52 W.M. w/POLYWRAP EXTRA DEPTH PHASE 2 Westwood Phone (952) 937-5150 7699 Anagram Drive Fax (952) 937-5822 Eden Prairie, MN 55344 Toll Free (888) 937-5150 westwoodps.com Westwood Professional Services, Inc. I hereby certify that this plan was prepared by me or under my Revisiom direct supervision and that I am a duly licensed PROFESSIONAL ENGINEER under the laws of the State of Minnesota. 16/07/01 CITY COMMENTS 16/08/01 TAKEOFF REDLINES 08/03/16 Updated Site Plan Francis D. Hagen H, PE Date 08/03/16 Crenae No. 17716 Designed: FM H Clucked: DJG Drawn: DWR Record Drawing by/date C Call 48 Hours before digging: 811 or call811.com Common Ground Alliance GENERAL NOTES: ED DENOTES SANITARY SEWER SERVICE INVERT ® 10' OUTSIDE R.O.W. WYE=X+XX DENOTES SANITARY SEWER SERVICE WYE LOCATED ON MAINLINE FROM DOWN STREAM M.H. STREET 1 PHASE 2 PROPOSED C/L GRADE (TYP.) r•� PROPOSED C/L SUBGRADE (TYP.) I• I � I. I I TOP WM MH -10 I:I � . I I STA=1 +90 STA 2+17 ELEV= 895.3 RE = 901.94 I I IE (NE) = 893.91 IE (SW) 893.91 IE (NW) 893.91 11LI ------ ------ --.- - - D=8�4------------- ----- ---- --- - =- ------------------- EXMH i:L------------------ STA 1 +00 ��------------- TOP WM RE .90.3.35. STA=2+27 IE (SE) = 893.44 59' 8" PVC ELEV= 892.3 D=9.91 SDR 35 ® 0.40 1 Prepared for: DR Horton., Inc. - Minnesota 20860 Kenbridge Court, Suite 100 Lakeville, Minnesota 55044 2 (iD DENOTES EXISTING SERVICE ELEVATION FROM SEH PLANS FOR LEGACY AT WOODS EDGE DATED 04/28/06 X+XX DENOTES EXISTING SANITARY SEWER SERVICE WYE LOCATED ON MAINLINE FROM SEH PLANS FOR LEGACY AT WOODS EDGE DATED 04/28/06 3 N '• • Woods Edge: Phase 1 & 2 Lino Lakes, MN FLAG HYDRANTS. EXTEND RODS ON VALVES DEEPER THAN 7.5' FROM FINISHED GRADE. ALL DROP MANHOLES TO BE CONSTRUCTED USING OUTSIDE DROPS. WATER SERVICE TO THIS LOT SHALL BE INSTALLED UNDER PROPOSED STROM SEWER & SHALL MAINTAIN A MINIMUM VERTICAL SEPARATION FROM STORM PIPE OF 2.0 FT. NOTE: SANITARY SEWER SERVICE STUBS TYPICALLY 3' DOWNSTREAM OF WATER SERVICE CURB STOP ALL SANITARY SEWER SERVICES ARE 4" SDR 26. ALL WATER SERVICES ARE 1" COPPER. SANITARY SERVICES REQUIRE A TRACER WIRE AND ACCESS TO WIRE ENDS FOR FUTURE LOCA TING WA TERMAIN INCLUDING VALVES, FITTINGS, HYDRANTS, AND APPURTENANCES IS TO WRAPPED IN POLYETHYLENE FILM. FITTINGS SHALL BE DUCTILE IRON CLASS 350 COMPACT FUSION -BONDED EPDXY COATED THE VERTICAL DATUM OF THIS PLAN IS BASED ON THE NGVD 1929 ADJUSTED DA TUM IN US SURVEY FEET. NGVD=NA TIONAL GEODETIC VERTICAL DATUM 0' 40' 80' 120' Latest Revision Date: 08/03/16 0005341 UTF03.dwg Date: 07/01/16 Sheet: 6 of 13 Sanitary & Watermain Construction Plan PROPOSED C/L GRADE (TYP.) PHASE 2 905905TA . L. SUBGRADE PROPOSED� (TYP•) ............... ... ..... ..----- REMOVE PLUG &CONNECT TO EX.8" WM w/8"GV g„ DIP CL 52 W.M. w/POLYWRAP 8.0° j j MIN. COVER - - -- -- 900 _ _ _ _ _. '.. _-_ .. - .- -. - .-. -. _ - -... --... TOP WM 900 905 TOP WM STA=6+25 STA=3+17 ELEV= 893.8 TOP WM : ELEV= 892.3 _ 8" PVC 99, STA=2+19 ELEV= 892.3. 105' - 8" PVC �� 61 - 8 PVC SDR 35 ® 0.84% 895 .............. TOP. WM . STA=1+1280 .......... SDR. 35. 0.0.40%.. .41 SDR 35 C� 0 41 % .... ............ 895 900 ELEV= 891.5 - 8 PVC SDR 35 ® 0.40 if L:::MH-12 MH -11 MH -13 STA 5+00 STA 5+99 890 MH -5 ' STA 1+00 RE = 899.43 ......STA. MH -14 2+.53 RE = 902.79 .............. MH STA.3+33.............. RE -10 = 901.94 STA RE IE 4+39 = 902.82 (SW) - 894.33 RE 90 15 RE 902.77 _ 2• IE S - 894:58.. IE .(N) =.895.41 ( ) IE (NE) = 894.58 D=6.74 890 895 9 IE (S) - 888.59 - 8" PVC MH -6 IE (SW) _ 894.23 IE (NE) = 893.91 IE (NE) _ 894.33 D=8.19 IE (SW) - 888 119' SDR 35 ®0.60% STA 2+19 D=8.56 IE (SW) = 893.91 D=8.49 D-10.84 RE = 902.16 IE (NW) = 893.91 IE (NE) = 889.30 D=8.03 D=12.86 885 885 890 0 1 2 3 4 5 6 Westwood Phone (952) 937-5150 7699 Anagram Drive Fax (952) 937-5822 Eden Prairie, MN 55344 Toll Free (888) 937-5150 westwoodps.com Westwood Professional Services, Inc. I hereby certify that this plan was prepared by me or under my Revisiom direct supervision and that I am a duly licensed PROFESSIONAL ENGINEER under the laws of the State of Minnesota. 16/07/01 CITY COMMENTS 16/08/01 TAKEOFF REDLINES 08/03/16 Updated Site Plan Francis D. Hagen H, PE Date 08/03/16 Crenae No. 17716 Designed: FM H Clucked: DJG Drawn: DWR Record Drawing by/date C Call 48 Hours before digging: 811 or call811.com Common Ground Alliance GENERAL NOTES: ED DENOTES SANITARY SEWER SERVICE INVERT ® 10' OUTSIDE R.O.W. WYE=X+XX DENOTES SANITARY SEWER SERVICE WYE LOCATED ON MAINLINE FROM DOWN STREAM M.H. STREET 1 PHASE 2 PROPOSED C/L GRADE (TYP.) r•� PROPOSED C/L SUBGRADE (TYP.) I• I � I. I I TOP WM MH -10 I:I � . I I STA=1 +90 STA 2+17 ELEV= 895.3 RE = 901.94 I I IE (NE) = 893.91 IE (SW) 893.91 IE (NW) 893.91 11LI ------ ------ --.- - - D=8�4------------- ----- ---- --- - =- ------------------- EXMH i:L------------------ STA 1 +00 ��------------- TOP WM RE .90.3.35. STA=2+27 IE (SE) = 893.44 59' 8" PVC ELEV= 892.3 D=9.91 SDR 35 ® 0.40 1 Prepared for: DR Horton., Inc. - Minnesota 20860 Kenbridge Court, Suite 100 Lakeville, Minnesota 55044 2 (iD DENOTES EXISTING SERVICE ELEVATION FROM SEH PLANS FOR LEGACY AT WOODS EDGE DATED 04/28/06 X+XX DENOTES EXISTING SANITARY SEWER SERVICE WYE LOCATED ON MAINLINE FROM SEH PLANS FOR LEGACY AT WOODS EDGE DATED 04/28/06 3 N '• • Woods Edge: Phase 1 & 2 Lino Lakes, MN FLAG HYDRANTS. EXTEND RODS ON VALVES DEEPER THAN 7.5' FROM FINISHED GRADE. ALL DROP MANHOLES TO BE CONSTRUCTED USING OUTSIDE DROPS. WATER SERVICE TO THIS LOT SHALL BE INSTALLED UNDER PROPOSED STROM SEWER & SHALL MAINTAIN A MINIMUM VERTICAL SEPARATION FROM STORM PIPE OF 2.0 FT. NOTE: SANITARY SEWER SERVICE STUBS TYPICALLY 3' DOWNSTREAM OF WATER SERVICE CURB STOP ALL SANITARY SEWER SERVICES ARE 4" SDR 26. ALL WATER SERVICES ARE 1" COPPER. SANITARY SERVICES REQUIRE A TRACER WIRE AND ACCESS TO WIRE ENDS FOR FUTURE LOCA TING WA TERMAIN INCLUDING VALVES, FITTINGS, HYDRANTS, AND APPURTENANCES IS TO WRAPPED IN POLYETHYLENE FILM. FITTINGS SHALL BE DUCTILE IRON CLASS 350 COMPACT FUSION -BONDED EPDXY COATED THE VERTICAL DATUM OF THIS PLAN IS BASED ON THE NGVD 1929 ADJUSTED DA TUM IN US SURVEY FEET. NGVD=NA TIONAL GEODETIC VERTICAL DATUM 0' 40' 80' 120' Latest Revision Date: 08/03/16 0005341 UTF03.dwg Date: 07/01/16 Sheet: 6 of 13 Sanitary & Watermain Construction Plan c2015 Westwood Professional Services, Inc. STREET 3 PHASE 1 N 8 i MH -9 c) IV �r Illu►, �t��r� :1�,1 1� 1 ,� r```� ., .,rte •� II i _ 1 • a'� C `:� M 1010 F1 (1)10 0 (,C -")'O • .. Elm in ., .. r . EL.=901.481 , ,• = ` � � M ) I• .. I I■11 I IIII ' • • . iu . � ° ;1 _11�11�111�11�1 -- -- MEN i�a Elm 905 PROPOSED C/L GRADE (TYP.) PROPOSED C/L SUBGRADE (TYP.) 905 811 or call811.com Common Ground Alliance 34'-8" DIP CL 52 GENERAL NOTES: XXX.X W.M. w/POLYWRAP INVERT @ 10' OUTSIDE R.O.W. 8.0' MIN. COVER No IN IN ffM= NEW 8" DIP MAIN & 8" y_, 900 - �\ 900 EDDENOTES EXISTING SERVICE ELEVATION TOP EX. WM TOP WM EDGE DATED 04/28/06 STA=1+90 STA=2+24 DENOTES EXISTING SANITARY SEWER ELEV= 894.0 ELEV= 893.7 SERVICE WYE LOCATED ON MAINLINE FROM 895 ...............:....... 895 DATED 04/28/06 FLAG HYDRANTS. -- -_ --------=-= ; -_ .------- - EX_ g' WM_-----. --- , EXTEND RODS ON VALVES DEEPER THAN _DIP Westwood Phone (952) 937-5150 7699 Anagram Drive Fax (952) 937-5822 Eden Prairie, MN 55344 Toll Free (888) 937-5150 westwoodps.com Westwood Professional Services, Inc. il�uu�"II■1111 �� II■I �I I Ilf■�llh `Illll�l�l� j�����ll■■I I _HYD. w/AUX. VALVE 7'-6" DIP �l 88 L.F.I1-6 - DIP WM 6"x6" TEE MATCH EXIST. GROUND EL. 904.7 (VERIFY)son l :i go �I � l REINSTALL SALVAGED HYD. w/AUX. VALVE EMOVE AR1D AL AGE � � V � � ',� MATCH EXIST. GROUND YDRANT. CONNECT TO' EL. -898.6 VERIFY) XI ST. WM WITH 6"G. V. - it l I i "-450 BEND I _ - 1 ® toils Nglow 1 D 0 __ Il 1 - 1 O N M D' � EE v W I r RE&VE PL G AND (O 00 CONNECT TO EXIST. I' - 8" W. M. REMOVE PLUG AN I `� -- �"-450 ONNECT TO EXIST. OEND SANITARY SEWERMin in min 179 8 PVC SDR 35 ® 0.51 = MH -8 MH -15 RE 896.77 890 890 ................. 890 885 ......40., - 8" PVC. STA 10+16 ........ IE. (W) .= .8&7.02 ; ........... 885 223'. _ . „ - SDR 35 @: 0.21 _ SEE RIGHT ......... 8.. PVC SDR 35 ®0.66% - MH -9 . . . . RE 897.86 D 9.75 RE = 902.11 MH -8 MH -7 16' - 8" PVC 1E (E) .= 886.54 IE (E) = 890.47 RE = 901.10 RE = 899.08 . . . SDR 35 ® 0.21% IE (W) .= 886.54 SDR 35 '®PVC 0.88% IE (W) 889.56 IE (W) = 888.09 D=11.3:2 :IE (E) = 889.56 IE (N) = 888.09 885 885 885 880 880 3 7 8 9 10 11 11 10 9 8 I hereby certify that this plan was prepared by me or under my Revisiom direct supervision and that I am a duly licensed PROFESSIONAL ENGINEER under the laws of the State of Minnesota. 16/07/01 CITY COMMENTS 16/08/01 TAKEOFF REDLINES 08/03/16 Updated Site Plan Francis D. Hagen H, PE Date 08/03/16 Crenae No. 17716 Designed: FM H Clucked: DJG Drawn: DWR Record Drawing by/date Prepared for. DR Horton., Inc. - Minnesota 20860 Kenbridge Court, Suite 100 Lakeville, Minnesota 55044 Woods Edge: Phase 1 & 2 Lino Lakes, MN 0' 40' 80' 120' Latest Revision Date: 08/03/16 0005341 UTF04.dwg Date: 07/01/16 Sheet: 7 of 13 Sanitary & Watermain Construction Plan Call 48 Hours before digging: 10" IV , SAWCUT WM & INSTALL 811 or call811.com Common Ground Alliance GENERAL NOTES: XXX.X DENOTES SANITARY SEWER SERVICE INVERT @ 10' OUTSIDE R.O.W. WYE=X+XX DENOTES SANITARY SEWER SERVICE WYE No IN IN ffM= NEW 8" DIP MAIN & 8" y_, LOCATED ON MAINLINE FROM DOWN STREAM M.H. EDDENOTES EXISTING SERVICE ELEVATION FROM SEH PLANS FOR LEGACY AT WOODS EDGE DATED 04/28/06 X+XX DENOTES EXISTING SANITARY SEWER X.MH I SERVICE WYE LOCATED ON MAINLINE FROM MH - SEH PLANS FOR LEGACY AT WOODS EDGE DATED 04/28/06 FLAG HYDRANTS. EXTEND RODS ON VALVES DEEPER THAN 7.5' FROM FINISHED GRADE. ALL DROP MANHOLES TO BE CONSTRUCTED USING OUTSIDE DROPS. O WATER SERVICE TO THIS LOT SHALL BE INSTALLED UNDER PROPOSED STROM SEWER STREET 2 & SHALL MAINTAIN A MINIMUM VERTICAL SEPARATION FROM STORM PIPE OF 2.0 FT. NOTE: 5 SANITARY SEWER SERVICE STUBS TYPICALLY 3' DOWNSTREAM OF WATER SERVICE CURB STOP ALL SANITARY SEWER SERVICES ARE 4" SDR 26. 910 ALL WATER SERVICES ARE 1" COPPER. SANITARY SERVICES REQUIRE A TRACER WIRE AND ACCESS TO WIRE ENDS FOR FUTURE L OCA TING WA TERMAIN INCLUDING VALVES, FITTINGS, PHASE 1 HYDRANTS, AND APPURTENANCES IS TO WRAPPED IN POLYETHYLENE FILM. PHASE FITTINGS SHALL BE DUCTILE IRON CLASS 350 COMPACT FUSION -BONDED EPDXY COATED THE VERTICAL DATUM OF THIS PLAN IS BASED w/POCYWRAP ON THE NGVD 1929 ADJUSTED DA TUM IN US SURVEY FEET. NGVD=NATIONAL GEODETIC VERTICAL DATUM PROPOSED C/L SUBGRADE (TYP.) W.M. w/POLYWRAP EXTRA DEPTH 8.0' MIN. COVER 88'-8" DIP CL 52 905 - - - - -. - FIRGPG.......SSD-c7.. GRA -DF_ (�TYP.>.....:....................... PROPOSED C/L SUBGRADE (TYP.) ........... 905 900 .................................................... W.M.. 8.0' w/POLYWRAP .... MIN. COVER 900 900- ._ .............................. ................ 900 895 = - 895 PHASE 1 _ I I - - - - STA=6+25 END WATERMAIN INSTALL 8" DIP PLUG - _ TOP WM TOP OF WM ELEV= 893.8 TOP WM S`TA=10+33 STA=8+11 ELEV= 890.2 TOP : WM ELEV= 893.7 . . . I STA=9+45 HYD.w/AUX. VA VE 895 TOP WM HYDRANT V 895 5'-6" DIP i -__ 1/20 i 8"x6" TEE '\ 890 ............ STA-- 6+58 .................. ..............TO ANT...... ................... P WMHYDR iJGRND. EL.=896.79 � .............I.I..�.-.___ ,�, 179 8 PVC SDR 35 ® 0.51 = MH -8 MH -15 RE 896.77 890 890 ................. 890 885 ......40., - 8" PVC. STA 10+16 ........ IE. (W) .= .8&7.02 ; ........... 885 223'. _ . „ - SDR 35 @: 0.21 _ SEE RIGHT ......... 8.. PVC SDR 35 ®0.66% - MH -9 . . . . RE 897.86 D 9.75 RE = 902.11 MH -8 MH -7 16' - 8" PVC 1E (E) .= 886.54 IE (E) = 890.47 RE = 901.10 RE = 899.08 . . . SDR 35 ® 0.21% IE (W) .= 886.54 SDR 35 '®PVC 0.88% IE (W) 889.56 IE (W) = 888.09 D=11.3:2 :IE (E) = 889.56 IE (N) = 888.09 885 885 885 880 880 3 7 8 9 10 11 11 10 9 8 I hereby certify that this plan was prepared by me or under my Revisiom direct supervision and that I am a duly licensed PROFESSIONAL ENGINEER under the laws of the State of Minnesota. 16/07/01 CITY COMMENTS 16/08/01 TAKEOFF REDLINES 08/03/16 Updated Site Plan Francis D. Hagen H, PE Date 08/03/16 Crenae No. 17716 Designed: FM H Clucked: DJG Drawn: DWR Record Drawing by/date Prepared for. DR Horton., Inc. - Minnesota 20860 Kenbridge Court, Suite 100 Lakeville, Minnesota 55044 Woods Edge: Phase 1 & 2 Lino Lakes, MN 0' 40' 80' 120' Latest Revision Date: 08/03/16 0005341 UTF04.dwg Date: 07/01/16 Sheet: 7 of 13 Sanitary & Watermain Construction Plan Call 48 Hours before digging: 10" IV , SAWCUT WM & INSTALL 811 or call811.com Common Ground Alliance GENERAL NOTES: XXX.X DENOTES SANITARY SEWER SERVICE INVERT @ 10' OUTSIDE R.O.W. WYE=X+XX DENOTES SANITARY SEWER SERVICE WYE No IN IN ffM= NEW 8" DIP MAIN & 8" y_, LOCATED ON MAINLINE FROM DOWN STREAM M.H. EDDENOTES EXISTING SERVICE ELEVATION FROM SEH PLANS FOR LEGACY AT WOODS EDGE DATED 04/28/06 X+XX DENOTES EXISTING SANITARY SEWER X.MH I SERVICE WYE LOCATED ON MAINLINE FROM MH - SEH PLANS FOR LEGACY AT WOODS EDGE DATED 04/28/06 FLAG HYDRANTS. EXTEND RODS ON VALVES DEEPER THAN 7.5' FROM FINISHED GRADE. ALL DROP MANHOLES TO BE CONSTRUCTED USING OUTSIDE DROPS. O WATER SERVICE TO THIS LOT SHALL BE INSTALLED UNDER PROPOSED STROM SEWER STREET 2 & SHALL MAINTAIN A MINIMUM VERTICAL SEPARATION FROM STORM PIPE OF 2.0 FT. NOTE: 5 SANITARY SEWER SERVICE STUBS TYPICALLY 3' DOWNSTREAM OF WATER SERVICE CURB STOP ALL SANITARY SEWER SERVICES ARE 4" SDR 26. 910 ALL WATER SERVICES ARE 1" COPPER. SANITARY SERVICES REQUIRE A TRACER WIRE AND ACCESS TO WIRE ENDS FOR FUTURE L OCA TING WA TERMAIN INCLUDING VALVES, FITTINGS, PHASE 1 HYDRANTS, AND APPURTENANCES IS TO WRAPPED IN POLYETHYLENE FILM. PHASE FITTINGS SHALL BE DUCTILE IRON CLASS 350 COMPACT FUSION -BONDED EPDXY COATED THE VERTICAL DATUM OF THIS PLAN IS BASED w/POCYWRAP ON THE NGVD 1929 ADJUSTED DA TUM IN US SURVEY FEET. NGVD=NATIONAL GEODETIC VERTICAL DATUM 179 8 PVC SDR 35 ® 0.51 = MH -8 MH -15 RE 896.77 890 890 ................. 890 885 ......40., - 8" PVC. STA 10+16 ........ IE. (W) .= .8&7.02 ; ........... 885 223'. _ . „ - SDR 35 @: 0.21 _ SEE RIGHT ......... 8.. PVC SDR 35 ®0.66% - MH -9 . . . . RE 897.86 D 9.75 RE = 902.11 MH -8 MH -7 16' - 8" PVC 1E (E) .= 886.54 IE (E) = 890.47 RE = 901.10 RE = 899.08 . . . SDR 35 ® 0.21% IE (W) .= 886.54 SDR 35 '®PVC 0.88% IE (W) 889.56 IE (W) = 888.09 D=11.3:2 :IE (E) = 889.56 IE (N) = 888.09 885 885 885 880 880 3 7 8 9 10 11 11 10 9 8 I hereby certify that this plan was prepared by me or under my Revisiom direct supervision and that I am a duly licensed PROFESSIONAL ENGINEER under the laws of the State of Minnesota. 16/07/01 CITY COMMENTS 16/08/01 TAKEOFF REDLINES 08/03/16 Updated Site Plan Francis D. Hagen H, PE Date 08/03/16 Crenae No. 17716 Designed: FM H Clucked: DJG Drawn: DWR Record Drawing by/date Prepared for. DR Horton., Inc. - Minnesota 20860 Kenbridge Court, Suite 100 Lakeville, Minnesota 55044 Woods Edge: Phase 1 & 2 Lino Lakes, MN 0' 40' 80' 120' Latest Revision Date: 08/03/16 0005341 UTF04.dwg Date: 07/01/16 Sheet: 7 of 13 Sanitary & Watermain Construction Plan 10i' WM 10" IV , SAWCUT WM & INSTALL M wwo M ON ON No No IN IN ffM= NEW 8" DIP MAIN & 8" y_, G. V. VILLAGE DRIVE X.MH I MH 5 MH - 1 STREET 2 STREET 5 910 910 905 905 27'- 8" DIP CL 52 w.M. PHASE 1 PHASE PROPOSED C/L GRADE (TYP.) w/POCYWRAP 376'-8" DIP CL 52 PROPOSED C/L SUBGRADE (TYP.) W.M. w/POLYWRAP EXTRA DEPTH 8.0' MIN. COVER 88'-8" DIP CL 52 905 - - - - -. - FIRGPG.......SSD-c7.. GRA -DF_ (�TYP.>.....:....................... PROPOSED C/L SUBGRADE (TYP.) ........... 905 900 .................................................... W.M.. 8.0' w/POLYWRAP .... MIN. COVER 900 900- ._ .............................. ................ 900 895 = - 895 PHASE 1 _ I I - - - - STA=6+25 END WATERMAIN INSTALL 8" DIP PLUG - _ TOP WM TOP OF WM ELEV= 893.8 TOP WM S`TA=10+33 STA=8+11 ELEV= 890.2 TOP : WM ELEV= 893.7 . . . I STA=9+45 895 TOP WM HYDRANT 895 890 i -__ ELEV= 888.6 890 ............ STA-- 6+58 .................. ..............TO ANT...... ................... P WMHYDR � .............I.I..�.-.___ ,�, ELEV= 893.8 STA=8+28 TOP WM EX.SAN.MH-1E STA 10+73. . I I I I. ELEV= 893.5: STA=10+13 RE = 898.81 I I ELEV= 891.2 IE (E) _:886.421 i. D=12.39: I1---.-- ---- I I MH -16 STA 9 59 179 8 PVC SDR 35 ® 0.51 = MH -8 MH -15 RE 896.77 890 890 ................. 890 885 ......40., - 8" PVC. STA 10+16 ........ IE. (W) .= .8&7.02 ; ........... 885 223'. _ . „ - SDR 35 @: 0.21 _ SEE RIGHT ......... 8.. PVC SDR 35 ®0.66% - MH -9 . . . . RE 897.86 D 9.75 RE = 902.11 MH -8 MH -7 16' - 8" PVC 1E (E) .= 886.54 IE (E) = 890.47 RE = 901.10 RE = 899.08 . . . SDR 35 ® 0.21% IE (W) .= 886.54 SDR 35 '®PVC 0.88% IE (W) 889.56 IE (W) = 888.09 D=11.3:2 :IE (E) = 889.56 IE (N) = 888.09 885 885 885 880 880 3 7 8 9 10 11 11 10 9 8 I hereby certify that this plan was prepared by me or under my Revisiom direct supervision and that I am a duly licensed PROFESSIONAL ENGINEER under the laws of the State of Minnesota. 16/07/01 CITY COMMENTS 16/08/01 TAKEOFF REDLINES 08/03/16 Updated Site Plan Francis D. Hagen H, PE Date 08/03/16 Crenae No. 17716 Designed: FM H Clucked: DJG Drawn: DWR Record Drawing by/date Prepared for. DR Horton., Inc. - Minnesota 20860 Kenbridge Court, Suite 100 Lakeville, Minnesota 55044 Woods Edge: Phase 1 & 2 Lino Lakes, MN 0' 40' 80' 120' Latest Revision Date: 08/03/16 0005341 UTF04.dwg Date: 07/01/16 Sheet: 7 of 13 Sanitary & Watermain Construction Plan ® 2015 Westwood Professional Services, Inc. I I I 1 OUTLOT C 1 1 ''�------------- ES-51 ---------ES-51 ___----- <1 E)( -POND 4 ___--- -- Nk H � 892 --890.0 m 5 1 \ ------ z \ \ Vol 10 Wig Vic 4tei • ej :• ----■.■■■■�wvrllr���r1'!!!!!llsll�Ile�l■■■'!�!!!!!., STREET 5 E)( - POND IHWL=8g . � ES 4 '- Q J LL- OCS 1 Of 1 0 FORESAY a- v, OUTLO R .--- INFILV AR A LION / f :. 3,690 A i { N BOTT ELEV=891. OUTLET 4::� FES— 51 IE (S) = 890.00 1 2 Westwood Phone (952) 937-5150 7699 Anagram Drive Fax (952) 937-5822 Eden Prairie, MN 55344 Toll Free (888) 937-5150 westwoodps.com Westwood Professional Services, Inc. N I hereby certify that this plan was prepared by me or under my direct supervision and that I am a duly licensed PROFESSIONAL ENGINEER under the laws of the State of Minnesota Francis D. Hagen II, PE Datc 08/03/16 Ucende No, 17716 ►.n RevWona. 08/01/16 TAKOFF REDLINES 08/03/16 Updated Site Plan Li 101 Designed: FDH II Checked: DJG Drawn: DWR Record Drawing by/date rA Prepared for: DR Horton, Inc. - Minnesota 20860 Kenbridge Court, Suite 100 Lakeville, Minnesota 55044 E-1 r� ift X is Call 48 Hours before digging: 811 or call811.com Common Ground Alliance GENERAL NOTES: • RADIUS TO BE 8618 C. & G. WITH 10' TRANSITION FROM SURMOUNTABLE CURB DENOTES GUTTERLINE ELEVATION �19C3 AT INTERSECTIONS • ALL RCP SHALL BE CLASS 5, UNLESS OTHERWISE NOTED PIPE LENGTHS SHOWN INCLUDE THE FLARED END SECTION LENGTH. CASTING NOTE: PER CITY STANDARDS, CATCH BASIN CASTINGS SHALL BE SUMPED 2" BELOW GUTTERLINE, MANHOLE CASTINGS SHALL BE SUMPED 1/4" TO 3/8", AND GA TE/BUTTERFL Y VAL VE BOXES SHALL BE SUMPED 1/27: NOTE: THE VERTICAL DATUM OF THIS PLAN IS BASED ON THE NGVD 1929 ADJUSTED GEODETIC DATUM IN US SURVEY FEET. NGVD=NATIONAL GEODETIC VERTICAL DATUM 3" COMPOST POND NWL� 6" MNDOT GRANULAR BORROW 3" TOPSOIL (LESS THAN 5% CLAY CONTENT) FILTRATION BASIN SUBGRADE �� \� �� �� \� �� �. 12 FOR GRADING DRAINAGE–TYPE GE07EX77LE FABRIC (4% TO 6% OPEN SPACE) SHOULD BE INSTALLED TO WRAP THE TRENCH PRIOR TO ROCK AND DRAIN TILE INSTALLATION 12" 1/4" 0 HOLE (TYP.) :.. 3'-0" MNDOT 3149.2 ✓ FINE 1600 FILTER AGGREGATE FILTRATION MEDIA di: PERFORATED DRAIN TILE (BY U11UTY CONTRACTOR) TILLED SAND/TOPSOIL/COMPOST MIX BY LANDSCAPE CONTRACTOR NWL — 12" 6" DRAINTILE f.= -:`- NATURAL SOIL BASIN SECTION 26161 OCS_1 . ... .. . . .89.3..20 RE = 3 ........... M OF I L E A 31'. —. 12" .RCP itz CL 5 ® 3.28% FLS -47 IE (W) = 888.40 Zofei 885 11 0' 40' 80' 120' Latest Revision Date: 08/03/16 0005341 STF01.dwg Date: 07/01/16 sheet: 8 of 13 Woods Edge: Phase 1 & 2 Lino Lakes, MN Street & Storm Sewer Construction Plan c2015 Westwood Professional Services, Inc. 2 , 5 34 ', °a E, ►� • ULEM-I 1401 ••X��so '•: Ilii :� 23' - 12" RCP .........CL 5 @ 0.44% ....................... CBMH-62 (SEE RIGHT) CB -63 RE = 898.60 IE (NE) = 895.10 L - Westwood Phone (952) 937-5150 7699 Anagram Drive Fax (952) 937-5822 Eden Prairie, MN 55344 Toll Free (888) 937-5150 westwoodps.com Westwood Professional Services, Inc. 915 ,ioo_ __ o_ A 295 ART CONS UCTI n 71'-6" PVC DRAINTILE PER DETAIL IN;`ILTR�A: ION V,486 SQ: FT STREET 4 STMH-56 sro tI STO OVER EXIST. .... 1111.7 �1 1 - - STREET 4 2 /�'�_CCB-57A H8 0 -- CASTING (TYP. 2 :ED I ALL tMI IN TT ST( 3- 61) 1 RB D AREA DON AREA TER SEDK N ti WI 1 1 .... .,.......... INF.' BASIN 'T BOTT :ELEV=891.4::/ OUTLET •ELEV=893.2 HWL=893.6 STo - - 915 I hereby certify that this plan was prepared by me or under my Revisions. direct supervision and that I am a duly licensed PROFESSIONAL ENGINEER under the laws of the State of Minnesota 1 r, /nR /n1 TeuFnrr RFni imrq Francis D. Hagen H, PE Date 08/03/16 Crenae No. 17716 08/03/16 Updated Site Plan Designed: FDH II Clucked: DJG Drawn: DWR Record Drawing by/date 22' - 12" RCP CL 5 ® 0.45%� 900 895 i CB -57A RE = 898.30 IE (E) = 894.80 Prepared for. DR Horton., Inc. - Minnesota 20860 Kenbridge Court, Suite 100 Lakeville, Minnesota 55044 Call 48 Hours before digging: 811 or call811.com Common Ground Alliance GENERAL NOTES: • RADIUS TO BE B618 C. & G. WITH 10' TRANSITION FROM SURMOUNTABLE CURB DENOTES GUTTERLINE ELEVATION �1�P AT INTERSECTIONS • ALL RCP SHALL BE CLASS 5, UNLESS OTHERWISE NOTED PIPE LENGTHS SHOWN INCLUDE THE FLARED END SECTION LENGTH. CASTING NOTE: PER CITY STANDARDS, CATCH BASIN CASTINGS SHALL BE SUMPED 2" BELOW GUTTERLINE, MANHOLE CASTINGS SHALL BE SUMPED 1/4" TO 3/8'; AND GA TE/BUTTERFL Y VA VE BOXES SHALL BE SUMPED 1/2" NOTE: THE VERTICAL DATUM OF THIS PLAN IS BASED ON THE NGVD 1929 ADJUSTED GEODETIC DATUM IN US SURVEY FEET. NGVD=NATIONAL GEODETIC VERTICAL DATUM 3" COMPOST POND NW7 6" MNDOT GRANULAR BORROW RE = 899.00 0 o� o PHA ao I ao IE (N) = 891.36 PHASE 1 ao 0:6 FOR GRADING �� �� 12 00 o00 (4% TO 6% OPEN SPACE) SHOULD BE , INSTALLED TO WRAP THE TRENCH PRIOR ° c ' TO ROCK AND DRAIN 77LE INSTALLA77ON12" �_Co i�- 0 1/4" HOLE (TYP.) . .. 3'- 0 " MNDOT 3149.2 J FINE 1600 FILTER AGGREGATE FILTRATION MEDIA do PERFORATED DRAIN TILE (BY UTILITY CONTRACTOR) M Co M -M MIX BY LANDSCAPE CONTRACTOR NWL M'0 - LIZ / M CO 12" H.I. ELEV = 900.29 _ H. P. STA _ 3+76.98 _ 910 .......:...............................................PVI.STA.=..3.+77.00...........:........................:.................................... 910 PVI ELEV = 900.34 A.D. = -1.20% I . K. _ 25.00 1 0 ca 0 30.00' VC 00o +� oN o N o o o 00 905 . . . . . . . . . . . . L . . . . . . .No . .N.0 I. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .+ CO 905 II SRDYP PROPODLGAE o o Q >PROPOSED C/L SUBGRAE (TYP.) 0)+ 0)11 PHASE 1 F-- Cf)w J STA 3+05 a F -- w w ;- > w 0 _ > w J I END STORM a_ w a_ w I INSTALL, 5; 5; 900 _SEWER_ 15" BULKHEAD -__--� -___^\` 900 0.60% 10.60 _PSA SE - 2 - - - STA 3+05 103' - 15" RCP BEGIN STORM SEWER CL 5 ® 0.32 I 895 0 Q 895 14-8' - 12" RCP UL' .......................5.8.. _..........I _ . � 5„ RCP CL 3 ®0.32% O .......... 134' - 18" RCP CL 3 ® 0.25% ......... 5 ® 0.44% CBMH-62 CBMH-61 CBMH-60 STA 4+40 CBMH-59 - 48 - 18" RCP STA :5+ RE = 898.60 9 STA 5+42 RE = 898.90 . RE _ 89960 I STA I RE 2+82 = 899.40 CBMH-58 CL 5 ®0:40% IE (S) = 895.00 IE (N) = 894.79 IE (N) = 894.26 - IE (S) 89-4.26 I _IE (N) = 893.76 STA 1+49 CBMH-57 890 IE (SW) = 895.00 IE (S).= 894.59 - IE (S) = 893.56 RE = 898.60 STA: 1+02 890 . IE (SW) = 89..2.0 ............................................. IE (W) = 894.46..... IE (N) = 893.22.. RE 898.30... . IE (S) = 893.22 IE (N) = 893.03 IE (W) = 895.15 IE (W) _ 894.70 IE (E) = 893.03 885 I 885 6 5 4 3 2 1 0 I hereby certify that this plan was prepared by me or under my Revisions. direct supervision and that I am a duly licensed PROFESSIONAL ENGINEER under the laws of the State of Minnesota 1 r, /nR /n1 TeuFnrr RFni imrq Francis D. Hagen H, PE Date 08/03/16 Crenae No. 17716 08/03/16 Updated Site Plan Designed: FDH II Clucked: DJG Drawn: DWR Record Drawing by/date 22' - 12" RCP CL 5 ® 0.45%� 900 895 i CB -57A RE = 898.30 IE (E) = 894.80 Prepared for. DR Horton., Inc. - Minnesota 20860 Kenbridge Court, Suite 100 Lakeville, Minnesota 55044 Call 48 Hours before digging: 811 or call811.com Common Ground Alliance GENERAL NOTES: • RADIUS TO BE B618 C. & G. WITH 10' TRANSITION FROM SURMOUNTABLE CURB DENOTES GUTTERLINE ELEVATION �1�P AT INTERSECTIONS • ALL RCP SHALL BE CLASS 5, UNLESS OTHERWISE NOTED PIPE LENGTHS SHOWN INCLUDE THE FLARED END SECTION LENGTH. CASTING NOTE: PER CITY STANDARDS, CATCH BASIN CASTINGS SHALL BE SUMPED 2" BELOW GUTTERLINE, MANHOLE CASTINGS SHALL BE SUMPED 1/4" TO 3/8'; AND GA TE/BUTTERFL Y VA VE BOXES SHALL BE SUMPED 1/2" NOTE: THE VERTICAL DATUM OF THIS PLAN IS BASED ON THE NGVD 1929 ADJUSTED GEODETIC DATUM IN US SURVEY FEET. NGVD=NATIONAL GEODETIC VERTICAL DATUM 3" COMPOST POND NW7 6" MNDOT GRANULAR BORROW RE = 899.00 3" TOPSOIL IE (W) = 892.59 (LESS THAN 5% CLAY CONTENT) IE (N) = 891.36 FILTRA770N BASIN SUBGRADE „ �� �� �� �� FOR GRADING �� �� 12 DRAINAGE -TYPE GE07EX77LE FABRIC (4% TO 6% OPEN SPACE) SHOULD BE , INSTALLED TO WRAP THE TRENCH PRIOR ° c ' TO ROCK AND DRAIN 77LE INSTALLA77ON12" i�- 0 1/4" HOLE (TYP.) 9 3'- 0 " MNDOT 3149.2 J FINE 1600 FILTER AGGREGATE FILTRATION MEDIA do PERFORATED DRAIN TILE (BY UTILITY CONTRACTOR) TILLED SAND/TOPSOIL/COMPOST MIX BY LANDSCAPE CONTRACTOR NWL - LIZ / 12" 6" DRAINTILE NATURAL SOIL BASIN SECTION PHASE 1 CBMH-57 (SEE LEFT) Woods Edge: Phase 1 & 2 Lino Lakes, MN 900 STMH-56 895 RE = 899.00 IE (W) = 892.59 IE (N) = 891.36 IE (S) = 891.33 0' 40' 80' 120' Latest Revision Date: 08/03/16 0005341 STF02.dwg Date: 07/01/16 Sheet: 9 of 13 Street & Storm Sewer Construction Plan c 2015 Westwood Professional Services, Inc. '/4 1-1-1-1M 11-1 Q > 11 ♦♦♦ ����G,o`��11111111111111111111111 Call 48 Hours before digging: 811 or call811.com Common Ground Alliance 885 1 1 885 PROFILE B 50.00'. VC GENERAL NOTES: 905 STREET 1 905 RADIUS TO BE 8618 C. & G. H.P. ELEV _ 902.98 ....................... ......................................................... WITH 10' TRANSITION FROM . . . . . . . . . . . PHASESURMOUNTABLE 1 .O SURMOUNTABLE CURB DENOTES GUTTERLINE ELEVATION CV 910 PROPOSED C/L SUBGRADE (TYP.) X190 AT INTERSECTIONS =- 902.89 ......................... . ............. L.P. ELEV • ALL RCP SHALL BE CLASS 5, ELEV = 903.14 � UNLESS OTHERWISE NOTED 900 .FES -45 IE (Sj = 900.20 Ln 0-0 900 PIPE LENGTHS SHOWN INCLUDE THE FLARED PHASE2 _ 3+49.68PVI 00 oD.rn END SECTION LENGTH. M-0) . . . . . . . . . . . . FES -44 2+63.00 ................. . 30' _ 12" RCP IE (N) =. 899.60 A.D. _ -1.91% mp CASTING NOTE: = 903.17 CL 5 . . . . . ...0 . . . . . . . . PVI ELEV = 901.49 . . . . . . . . . . . . . . . PER CITY STANDARDS, CATCH BASIN CASTINGS 895895 . . . . . . . A.D. _ :-4.54% SHALL BE SUMPED 2" BELOW GUTTERLINE, MANHOLE CASTINGS SHALL BE SUMPED 1/4" TO A.D. = 3.58%. . 30.00 VC 3/8'; AND GATE/BUTTERFLY VALVE BOXES K-1 1.01 SHALL BE SUMPED 1/2. .... ..... . ..... ..... NOTE 890 ........................:........................ 890 THE VERTICAL DATUM OF THIS PLAN IS BASED PVC = 2+38.00 ON THE NGVD 1929 ADJUSTED GEODETIC DATUM IN US SURVEY FEET. ....................... ...........:......PVT = NGVD=NATIONAL GEODETIC VERTICAL DATUM 885 1 1 885 905 ON rx STREET 2 50.00'. VC STREET 1 920 H.P. ELEV _ 902.98 ....................... ......................................................... 920 920 . . . . . . . . . . . AD .O PROPOSED CA GRADE (TYP.) CV 910 PROPOSED C/L SUBGRADE (TYP.) H.P. ELEV =- 902.89 ......................... . ............. L.P. ELEV = 901.89 PVI STA = 4+55.00 ELEV = 903.14 � �� �� C\4 C14: �� PHASE Ln 0-0 �o a�� o -a PHASE2 _ 3+49.68PVI 00 oD.rn CO -0) M-0) �.a:0) o`O 2+63.00 ................. . PVI STA 3+37.00 A.D. _ -1.91% mp mp 905 ON rx Westwood Phone (952) 937-5150 7699 Anagram Drive Fax (952) 937-5822 Eden Prairie, MN 55344 Toll Free (888) 937-5150 westwoodps.com Westwood Professional Services, Inc. I hereby certify that this plan was prepared by me or under my direct supervision and that I am a duly licensed PROFESSIONAL ENGINEER under the laws of the State of Minnesota 16/08/01 TAKEOFF REDLINES 08/03/16 Updated Site Plan Francis D. Hagen H, PE Dam 08/03/16 Ucende No. 17716 Designed: FDH II Checked: DJG Drawn: DWR Record Drawing by/date: •1O dem 915 36.00' VC 'H.P: ELEV' =' 903.20... 50.00'. VC H.P. STA = 1+44.06 H.P. ELEV _ 902.98 ....................... ......................................................... PVI ELEV 903.32 . . . . . . . . . . . A.D. = -2.99% .......................H.P: PROPOSED CA GRADE (TYP.) STA- = 4+64.59............................ 910 PROPOSED C/L SUBGRADE (TYP.) H.P. ELEV =- 902.89 ......................... . ............. L.P. ELEV = 901.89 PVI STA = 4+55.00 ELEV = 903.14 � H.P. STA = 2+63.00 � L.P. STA _ 3+49.68PVI II ELEV = 903.04 . . . . . . II N . . . w 905 PVI STA = 2+63.00 ................. . PVI STA 3+37.00 A.D. _ -1.91% PVI ELEV = 903.17 PVI ELEV = 901.49 K 15.68 . . . . . . . . A.D. _ :-4.54% A.D. = 3.58%. . 30.00 VC . . . . . . . . . K-1 1.01 K = 26.51 PVC = 2+38.00 95.00' VC ....................... ...........:......PVT = -2+88.00 ...... :......... .............................................. ELEV =: 902.60 :: 902.60 o.. O oELEV . Ln . . . . . . . . � . . . . . U . . . .O 00 rn. . . ... . . . . . O O n . oi O .N +N +O ON O + �. � II PROPOSED C./L. GRADE.:(TYP.) . . . . . . . . . . . . . . . . II II ................ . . . - .-. II - - -. -. - II > : _ - .w w . . .---- --------- Q PROPOSED CA SUBGRADE (. > w I..II.. v. a. w a w. . . . . . . . J . . CL :. // �. J . . :. . . . . . . . . . . cn w -2 7q , a w :1.31% CL a 22�% - . . . . . . . . . . . . . . _ _ ...... :..... - . -..-.- .............. .............. _ �� RCP 22,.. 12" 'RCP . . . . . . . . . . . .. . 5 .@ 0. % CL 44% CL .5 ® 0.45% . . . . . CB -66 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . (SEE LEFT) ....................... BMH-65 RE 899.91 TA 1+31 CBMH-61 IE (N) = 895.50 . . . . . . . . . . . . . . . E = 899.76 . . E (S) = 895.40 .. . . . . . ... . . . . . .. . . . . . . . . . . . .. (SEE SHEET 9) E (NE) 895.40 LtHL65 (LEFT) I(SEE 2 3 4 5 I I II ---------------------------------------------------� I Westwood Phone (952) 937-5150 7699 Anagram Drive Fax (952) 937-5822 Eden Prairie, MN 55344 Toll Free (888) 937-5150 westwoodps.com Westwood Professional Services, Inc. I hereby certify that this plan was prepared by me or under my direct supervision and that I am a duly licensed PROFESSIONAL ENGINEER under the laws of the State of Minnesota 16/08/01 TAKEOFF REDLINES 08/03/16 Updated Site Plan Francis D. Hagen H, PE Dam 08/03/16 Ucende No. 17716 Designed: FDH II Checked: DJG Drawn: DWR Record Drawing by/date: •1O dem 915 36.00' VC 'H.P: ELEV' =' 903.20... . H.P. STA = 1+44.06 PVI STA = 1+50.00 PVI ELEV 903.32 . . . . . . . . . . . A.D. = -2.99% PROPOSED CA GRADE (TYP.) K = 12.06 910 PROPOSED C/L SUBGRADE (TYP.) PVC = 1+32.00 ......................... . ............. P -VT. _. 1 +68.00 .0. 00 ....... ELEV = 903.14 � ELEV = 902.96 + � N II . . . . . . . . . . . PVI STA = 1 +32.00 . . . . . . II N . . . w 905 PVI ELEV = 903.14 �^ ..a..a ................. . -2 neo.\... N 1 Prepared for: DR Horton, Inc. - Minnesota 20860 Kenbridge Court, Suite 100 Lakeville, Minnesota 55044 2 are 0' 40' 80' 120' Latest Revision Date: 08/03/16 0005341 STF03.dwg Date: 07/01/16 sheet: 10 of 13 Woods Edge: Phase 1 & 2 Street & Storm Sewer Construction Plan c 2015 Westwood Professional Services, Inc. c� 910 ej on STREET 2 016 PHASE . . . .. .o. o:o 0-).00 `MJ`M��=�`M�`MILI=I�_ �:� o o 0.�. M-0) PROPOSED C/L GRADE (TYP.) 0.0 0-Q r- �- oN o o STREET 2 016 PHASE . . . .. .o. o:o 0-).00 016 �:� o o 0.�. M-0) PROPOSED C/L GRADE (TYP.) 0.0 0-Q r- �- oN o o . `� + rn 0D L.P. ELEV _ 901.09 a,.......... �..o, ..... . . . . . . .. . . . . . . L.P. STA = :7+90.80 . . . . . 25.0.0' VC . . . . . . . . . . . .. . . . Vi PVI STA = -7+95.00 H.P. ELEV = 901.26 :. II . .J. . PVI ELEV = 901.00 H:P. STA = 8+31.13 w . . . . . . .. . . . . . . A.D. =. 1.44% . . . . . . . PVI STA 8+33.00 ... . . . . . .. . . . . . . . . . . O K = 34.67 PVI ELEV = 901.32 >. . . . . . . . . . . . . . . . ... . . . . . . . . . . . . . . . . . 50.00,:. VC ................. A. -D. _1:98% ............................................ _ . . . . . . .. . . . . . ... . . . . K _. PVC 12:62 . . . . ... . = -8+20.50 . . . . .. . . . . . . . . . . _ _ PVT = -8+45.50 . . . . . . . . . .. . . . . 22' - 12" RCP CL 5 0.44% Westwood Phone (952) 937-5150 7699 Anagram Drive Fax (952) 937-5822 Eden Prairie, MN 55344 Toll Free (888) 937-5150 westwoodps.com Westwood Professional Services, Inc. 41111 CBMH-6.7. . ... . . . . . .. . . . . . . . . . . . ... . (SEE RIGHT)M 1 I CBMH-58 I 1. (SEE SHEET 9) I 890 1 7 8 9 1 10 11 1 I 1 I hereby certify that this plan was prepared by me or under my direct supervision and that I am a duly licensed PROFESSIONAL ENGINEER under the laws of the State of Minnesota 16/08/01 TAKEOFF REDLINES 08/03/16 Updated Site Plan Francis D. Hagen H, PE Datc 08/03/16 Ucende No. 17716 Designed: FDH II Checked: DJG Drawn: DWR Record Drawing by/date: i5 \ ------ E PROFILE C ............... 2g'..- .15' - RCP CL 5 ® 0.48%) ............... OCS-2.... :.li RE = 898.80 IE (SE) = 895.00 C PHASE 1 STMH-71 RE = 902.89 IE (NW) = 894.86 IE (E) = 894.86 :CBMH-59 .(SEE SHEET 9) STREET 3 '0r- E3. o . . . .. .o. . . . . . ELEV =: 901.21 0 0 -Ya) o o N ELEV =: 901.18 PROPOSED C/L GRADE (TYP.) `- PROPOSED C L GRADE TYP _ --- r- �- oN o o . `� + rn 0D ----- -� PROPOSED C/L SUBGRADE- (TYP�-.� a,.......... �..o, ..... o ................... II . . . . . . . .: . . . Vi ;. J .. . . . . :. II . .J. . -0.60% a w� a w < cn w II . . . . . . . . . . . J . V) w O 4% . . . . . W w > >. . . . . . . . . . _ .- . . . .. . . . . . a. a _ _ Cl- . . . . . . . . . .. . . . . — .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . CBMH-� — . . . . . . . . 48'1 - 15" RCP . ... . . . . . .. . . . . . . . . .. . . . . STA 9+92 CLI @ 0.32%RE = 899.25 IE (N) _ 895:50 ......................................................IE . (E) . =. 895.30............................ . 22' - 12" RCP CL 5 0.44% Westwood Phone (952) 937-5150 7699 Anagram Drive Fax (952) 937-5822 Eden Prairie, MN 55344 Toll Free (888) 937-5150 westwoodps.com Westwood Professional Services, Inc. 41111 CBMH-6.7. . ... . . . . . .. . . . . . . . . . . . ... . (SEE RIGHT)M 1 I CBMH-58 I 1. (SEE SHEET 9) I 890 1 7 8 9 1 10 11 1 I 1 I hereby certify that this plan was prepared by me or under my direct supervision and that I am a duly licensed PROFESSIONAL ENGINEER under the laws of the State of Minnesota 16/08/01 TAKEOFF REDLINES 08/03/16 Updated Site Plan Francis D. Hagen H, PE Datc 08/03/16 Ucende No. 17716 Designed: FDH II Checked: DJG Drawn: DWR Record Drawing by/date: i5 \ ------ E PROFILE C ............... 2g'..- .15' - RCP CL 5 ® 0.48%) ............... OCS-2.... :.li RE = 898.80 IE (SE) = 895.00 C PHASE 1 STMH-71 RE = 902.89 IE (NW) = 894.86 IE (E) = 894.86 :CBMH-59 .(SEE SHEET 9) STREET 3 '0r- E3. PHASE - M� 0� 0 -Ya) . . . . . . . . . . . rn°rn . . . . 00i00 . PROPOSED C/L GRADE (TYP.) PROPOSED C/L SUBGRADE (TYP.) . ........... ........... o ......... o ORU') .................................. 0 0 to C, + M . . . . . . . . . . . . . . . Vi o o II rn . . . . . . . . . . II . . . . . < II II . . . . . . . . . . . J . V) w . . . . . . . . Q . . . . . W w . . . . . . . . . _ .- . . . .. . . . . . a Cl- . . . . . . . . . . . . 0. . . : . I . . . . . . . . . . . . . . . . . . - - - -- -\\ . . . . . . . . . 1 2 Prepared for: DR Horton, Inc. - Minnesota 20860 Kenbridge Court, Suite 100 Lakeville, Minnesota 55044 �0j[l� PC 3 Call 48 Hours before digging: 811 or ca11811.com Common Ground Alliance GENERAL NOTES: • RADIUS TO BE 8618 C. & G. WITH 10' TRANSITION FROM SURMOUNTABLE CURB DENOTES GUTTERLINE ELEVATION ,190 AT INTERSECTIONS • ALL RCP SHALL BE CLASS 5, UNLESS OTHERWISE NOTED PIPE LENGTHS SHOWN INCLUDE THE FLARED END SECTION LENGTH. Woods Edge: Phase 1 & Lino Lakes, MN CASTING NOTE: PER CITY STANDARDS, CATCH BASIN CASTINGS SHALL BE SUMPED 2" BELOW GUTTERLINE, MANHOLE CASTINGS SHALL BE SUMPED 1/4" TO 3/8'; AND GATE/BUTTERFLY VALVE BOXES SHALL BE SUMPED 1/2" THE VERTICAL DATUM OF THIS PLAN IS BASED ON THE NGVD 1929 ADJUSTED GEODETIC DATUM IN US SURVEY FEET. NGVD=NATIONAL GEODETIC VERTICAL DATUM 0' 40' 80' 120' Latest Revision Date: 08/03/16 0005341 STF04.dwg Date: 07/01/16 sheet: 11 of 13 2 I Street &Storm Sewer Construction Plan ® 2015 Westwood Professional Services, Inc. NLET CASTING R-4342 REFER TO GRADING PLAN -BASIN BOTTOM INV=891.4 00 =11 NOTE: 1. BASE TO BE GROUTED TO FORM A SMOOTH INVERT. 2. PIPE CUT-OUTS TO BE LOCATED WHERE REQUIRED. -BASIN BOTTOM INV=897.0 GO =11111 NO OCS-1 NLET CASTING R-4342 REFER TO GRADING PLAN - llEEllEEllEE ll���� 4811 48" O.... Vm0>O _'���� � �I F1 T =='�1��� I I-�I I ITr�I-I Ii-�I-I h -ISI I I I I=1�I1�=1�l I I I7r ISl I i P Q I ��ll �llgl� I I I 1 -Tr�l - • 111 III -_III -III -_III -_III -_III -III -1 111-I I I9I I-111-111 111=111=1I1=1 '' I r�l I r�l I r�l I : MOWING n 1 111 111=111-111-111=111=111=111 FES -47 Z ALUMINUM SHALL BE 5052-H38 OR 6061-T6 ALLOY. GAUGE „ IE=888. 31-12 RCP OUTLET PIPE ® 3.23% 29'-15" RCP OUTLET PIPE @ 0.50 TSITTI . " 111-n l-"'- III m _� W �} IE=889.4 6" PVC KNIFE IE=895.0 GATE VALVE COLOR GATE VALVE MONOLITHICALLY POURED W 1-- m LLU CONCRETE OR PRECAST NOTE: 1. BASE TO BE GROUTED TO FORM A SMOOTH INVERT. 2. PIPE CUT-OUTS TO BE LOCATED WHERE REQUIRED. -BASIN BOTTOM INV=897.0 GO =11111 NO OCS-1 NLET CASTING R-4342 REFER TO GRADING PLAN - llEEllEEllEE ll���� � 48" O.... Vm0>O _'���� � 111=III=III-III-III-III-III=III :111=111=III-III-III-III-III-III =='�1��� CONSISTS OF A POST AND A WETLAND BUFFER SIGN IN O I - • 111 III -_III -III -_III -_III -_III -III -1 1I MOUNTED FLUSH WITH THE TOP OF THE POST FASTENED WITH MOWING NON -REMOVABLE SCREWS OR RIVETS SIZE: 12" H x 8" W Z ALUMINUM SHALL BE 5052-H38 OR 6061-T6 ALLOY. GAUGE AL LIOVy'E D 29'-15" RCP OUTLET PIPE @ 0.50 i" DRAINn=]b POST MATERIALS m _� W �} 4" X 4" SQUARE e Q 0I K IE=895.0 6" PVC KNIFE COLOR GATE VALVE COLOR SHALL BE GREEN LETTERS ON W 1-- m LLU MONOLITHICALLY POURED Y CONCRETE OR PRECAST 1. BASE TO BE GROUTED TO FORM A SMOOTH INVERT. 2. PIPE CUT-OUTS TO BE LOCATED WHERE REQUIRED. OCS-2 TT{{ T♦ N� i \-i 1/2" CLEAR ROCK SECTION B -B L oT o $ 0 La PLAN �0.2' ;7 EX. GROUND SEC. A -A 1 1/2" CLEAR ROCK 1. ALL TREES AND BRUSH SHALL BE REMOVED FROM THE AREA OF THE OUTFALL AS DESCRIBED ABOVE AND FROM AROUND COLLAR AREA OF F.E.S. 2. IF PIPE HAS TRASH GAURD IT SHALL BE REMOVED AND CLEANED OUT BY HAND TO FIRST PIPE JOINT. 3. EXISTING RIP RAP MAY BE DEPOSITED AROUND COLLAR AREA OF PIPE. 4. AN AREA 12' LONG BY TWICE THE WIDTH OF THE PIPE SHALL BE EXCAVATED TO 18" IN DEPTH AS SHOWN ABOVE. THIS AREA SHALL BE FILLED WITH 1 I" CLEAR ROCK. THE TOP OF THE ROCK SHALL BE 0.2' BELOW THE INVERT OF THE PIPE, EXCAVATED MATERIAL SHALL BE REMOVED FROM THE SITE. 5. RESTORATION OF DISTURBED AREA SHALL INCLUDE BUT NOT BE UNITED TO BLACK DIRT AND SEED OR SOD TO MATCH EXISTING CONDITIONS. MAY, 2013 CLEAN/OPEN STORM GITOF IN KE SEWER OUTFALL STR-12 Westwood Phone (952) 937-5150 7699 Anagram Drive Fax (952) 937-5822 Eden Prairie, MN 55344 Toll Free (888) 937-5150 westwoocips.com Westwood Professional Services, Inc. 112" R 6" 3"R 3 1 1/8" 1/2" R M r u • �8„ 18„ T -' 'h ACE OF CURB 28" R- 16" 2" R sa" R 1/2 N �N o \ ° BASE 17 1/2" 10 9/2" NOTES: 1. MINIMUM OF 3" AGGREGATE BASE, CL 5 UNDER ALL CURB AND GUTTER MI,DOT 6618 CY CONCRETE PER LIN. FT. _ .0582 LIN. FT. PER CY OF CONCRETE = 17.2 OF BIT U MINUS MAT MODIFIED 'S' DESIGN It CONCRETE CURB CIT=oF & GUTTER IN KE NO SCALE MAY, 2013 GEN -4 DEFLECTOR PLANE -OVERFLOW #1 --CENTER OF FILTER ASSEMBLY 10" FILTER ASSEMBLY OVERFLOW #2 -TOP OF CURB BOX -CURB CG -:3067 HIGH-FLOW HIGH-FLOW FABRIC WIMCO MODEL # CG -3067 HIGH-FLOW INET PROTECTION OR APPOSED EQUAL CURB AND GUTTER INLET PROTECTION NO SCALE OPENING FOR LARGE EVENTS - APPROVED MI -DOT SILT FENCE FABRIC FASTEN TO STAKES 2' O.C. PERFORATED WALL --- T SILT FABRIC TO BE WRAPPED g AROUND SOB IF NEEDED I. • CATCH BASIN `j INFRASAFE SEDIMENT CONTROL BARRIER TOP VIEW ROYAL ENVIROMENTAL SERVICES OR AN CROSS SECTION VIEW ENGINEER APPROVED EQUAL. REAR YARD INLET PROTECTION NO SCALE MAY, 2013 INLET PROTECTION CIT OF IN KES GEN -19 16 GA. GALVAN17 STEEL STRAP (1) 1" EYE BOLT WITH (2) WASHERS EACH PLAN ELEVATION NOTES: 1. ENTIRE TRASH GUARD ASSEMBLY TO BE HOT -DIP GALVANIZED AFFER FABRICATION. 2. SIZE OF TRASH GUARD VARIABLE DEPENDENT ON SIZE OF FLARED END SECTION. 3. PLACE TRASH GUARDS ON APRONS 18" AND LARGER, UNLESS OTHERWISE NOTED. CIT of TRASH GUARDS IN I KE 6" TYP. TRANSVERSE & LONGITUDINAL BARS - 5/8" FOR 24" APRON & SMALLER, 3/4" FOR 27" APRON & LARGER WELD EACH INTERSECTION 9 O 6"eee r.,.,.MIN. 121" MAX. n e" ec 1 BAR CENTERED ON OPENING) R/W R/W U W) Z 7) Or O W 0 W.M, SAN. STORM ELEC. 10' MIN 10' MIN NOTE: MINIMUM R/W CROSSING DEPTH 30". URBAN STREET NON -URBAN STREET PRIVATE UTILITIES PRIVATE UTILITIES 2.5` 1' 48 I. I CURB 30-36' I- I CURB 36" OT. V, T.V. 00 O 6' I TEL. O) 42-48' ICOM. GASI112" MIN. 6" _ GAS . T ELEC. ELEC.V. TEL. COMMON TRENCH 24-30" = WARNING TAPE OVER UTILITY MAY, 2013 c_ iT_ o F UTILITY LOCATION GEN -11 IN KES FI - SPECIFICATIONS: WETLAND O.... Vm0>O MONUMENT BLIFF R �NNM.1'IlJ t0�0'uJNNNM ^^ 17 CONSISTS OF A POST AND A WETLAND BUFFER SIGN IN O I WETLAND BUFFER SIGNS MOUNTED FLUSH WITH THE TOP OF THE POST FASTENED WITH MOWING NON -REMOVABLE SCREWS OR RIVETS SIZE: 12" H x 8" W Z ALUMINUM SHALL BE 5052-H38 OR 6061-T6 ALLOY. GAUGE AL LIOVy'E D SHALL BE 0.080 Z POST MATERIALS m _� W �} 4" X 4" SQUARE e Q 0I K TREATED WOOD OR OTHER CITY APPROVED MATERIAL m j W _1 COLOR y COLOR SHALL BE GREEN LETTERS ON W 1-- m LLU WHITE BACKGROUND, Y POST INSTALLATION QQ dK 9} MOUNTED TO A HEIGHT OF FOUR FEET ABOVE GRADE SET AT 6. V LEAST 42 INCHES IN THE GROUND INSTALLED AT EACH LOT LINE 0 WHERE IT CROSSES A WETLAND BUFFER WITH A MAXIMUM �IJ SPACING OF 300 FEET BETWEEN SIGNS ( IF NO BUFFER IS W1=vmOIM�NMI�mNNOiM Oa U REQUIRED THE MONUMENT SHALL BE AT THE EDGE OF THE w WETLAND). m° 0 x o ma w d' CVMd'�tG OJ��"1N0 0 Fr F m v PLACE ADDITIONAL POSTS AS NECESSARY QZ�U^SIV TO FOLLOW BUFFER CONTOUR LINE MAY, 2013 WETLAND BUFFER SIGNS CIT OF IN KE GEN -22 I MAY, 2013 --i. / RIPRAP AT RCP STR-8 �N K F OUTLETS I hereby certify that this plan was prepared by me or under my Revisio118 direct supervision and that I am a duly licensed PROFESSIONAL ENG 4M under the laws of the State of Minnesota. 11; /nsz m1 Th vp-n FF RFnI imrq Francis D. Hagen II, PE Date 08/03/16 Ueense N, 17716 08/03/16 Updated Site Plan MAY, 2013 STIR -7 w3 ial 2 MAXIMUM 5' METAL OR 2"x2"WOOD FENCE POST GEOTEXTILE WITH NET BACKING -� III oFF�� III G�\oN BACKFILL II I GEOTEXTILE TO Z OVERLAP THROUGH I. TRENCH. jREN�N JI ,� 5" MIN �v NOTES: 1. SILT FENCE SHALL CONFORM TO MNDOT 3886, (GTF 100 OR EQUAL) 2. FENCING SHALL BE PLACED ALONG CONTOURS OR AS DIRECTED BY ENGINEER. FPO �PR� Sic ROp9 5"MIN J 1 " TO 2" WASHED ROCK MAY, 2013 MAY, 2013 SILT FENCE ROCK CONSTRUCTION CIT*KE OF IS GEN -16 IN KE F ENTRANCE GEN -17 _$ 4' MIN, 2' t MAX. � a -� vARIEs 29 MAX 4% TYP 4"TOPSOIL & SOD INSET A DITCH AS REQUIRED FOR DRAINAGE ((- CONCRETE WALK (MnDOT 2521)* 4" AGGREGATE BASE, CL 5 24" APPROVED SUBGRADE INSET A *MINIMUM CONCRETE WALK THICKNESS IS 4". CONCRETE WALK SHALL BE A MINIMUM OF 6" THICK ACROSS ALL DRIVEWAYS, IN AREAS WITH REGULARLY SPACED DRIVEWAYS, OR AS DIRECTED BY THE CITY ENGINEER. c i r Lk f CONCRETE WALK IN KE MAY, 2013 GEN -10 a )O 1 I O W I� z �w op 4 w a o I '` i w Ol�m I va YEN I w - go 1 0 0 OOr IWww - Z3 I rn o Naw M (v4=ax o 0� I K Fps--Sn xa� o NI OOM =NZUKy LL(1I 0�0ZyZ _m O 0mZON E wCO5 _ II( O1w-aO�w >Y -0Z �Iz0 Q0 1 .0 0 Do: ZI S J M LL I oC� (zRti ( Y9 00 3 I K O LL am IIS �o �z 10,0 _ I K ON ' O m Z MI= -d ? 1 - I - IZ ---j MO 50- m 1 ma m 0 O I W zI Z O 0�0 I goy^ I No NZ l Sao - I o0 y > I a>0>w oN Z ¢OO N ( =1 F - I OQ J LLO ; - I - MAY, 2013 GRANULAR SUBCUT & LII T o f PERFORATED PIPE DRAIN STR-10 IN KE 31 I 24 l PI AN CENTER STRUCTURE TO BACK OF CURB CURB INLET FRAME AND_CURB_ UVX NttNAN NU. K-.3UO/V Will VANE GRATE. CONCRETE COLLAR POURED_ DURING CURB AND GUTTER CONSTRUCTION "INFI-SHIELD" SEAL OR EQUAL - ADJUSTING RINGS 2 - 2" RINGS MINIMUM 5 - 2" RNGS MAXIMUM FLOW LINE SHALL BE MIN. 0.7' BELOW TOP OF CURB - MAINTAIN SPACE FOR FULL PAVEMENT SELECTION CONCRETE COLLAR SHALL ENCASE RINGS AND BE A MINIMUM OF 1" ABOVE CASTING T NON -SHRINKING GROUT (UTILITY UNDERGROUND SPEC MIX OR APPROVED EQUAL) 6" PRECAST OR 8" POURED BASE VOIDS & DOGHOUSES FILLED WITH CONCRETE BRICK OR. BLOCK ONLY SECTION A -A NOTES: 1. REINFORCING TO CONSIST OF #4 BARS 0 8" O.C., 4' MINIMUM LENGTH, EACH SIDE OF CASTING 2. GROUT BOTTOM TO DRAIN TO CENTER 3, PIPE CUT-OUTS TO BE LOCATED WHERE REQUIRED 4. ADJUSTING RINGS SHALL HAVE MORTAR JOINTS - PLASTER OUTSIDE, STRIKE CLEAN INSIDE NO SCALE 5, INLET PROTECTION TO BE INSTALLED IN CATCH BASIN AND MAINTAINED AS DIRECTED BY THE ENGINEER MAY, 2013 c I T o f 2x3 CATCH BASIN sTR-6 IN KE - o' WRAPPING OF STORM c i -T o F SEWER JOINTS IN KE Did: FDH II Prepared for: DJG DR Horton, Inc. - Minnesota Drawn: DWR 20860 Kenbridge Court, Suite 100 Record Drawing by/date Lakeville, Minnesota 55044 MAY, 2013 STR-11 Call 48 Hours before digging: 811 or E611811.corn Common Ground Alliance 1.5" BITUMINOUS WEAR COURSE MNDOT SPEC 2360, TYPE SPWEA240B TACK COAT, MnDOT 2357 2" BITUMINOUS NON -WEARING COURSE MNDOT SPEC. 2360, TYPE SPNWB230B 8" CLASS 5 AGGREGATE BASE 10" SELECT GRANULAR MATERIAL APPROVED SUBGRADE TYPICAL PAVEMENT SECTION NO SCALE STREET 2 STREET 4 C/L P/L OUTLOT P/L VARIES VARIES 13.0' 13.0' 4" TOPSOIL & SOD BOC BOC 2% MIN. 2.5% f-- 1.5:1 SLOPE (TYP.) SURMOUNTABLE INVERTED CONC. C. & G. PROFILE GRADE SURMOUNTABLE CONC. C. & G. GRADING GRADE 21.5" (SEE TYP. PAV. SECTION) TYPICAL SECTION PRIVATE STREET N.T.S. STREET 5 STREET 2 FROM STA. 2+63 TO 8+31 C/L P/L OUTLOT P/L VARIES VARIES 14.0 14.0 4" TOPSOIL & SOD BOC BOC 27. N. 2.5% 2�- �---- 2.5%� 1.5:1 SLOPE (TYP-) SURMOUNTABLE SURMOUNTABLE CONC. C. & G. CONC. C. & G. PROFILE GRADE 'C GRADING GRADE 21.5" (SEE TYP. PAV. SECTION) TYPICAL SECTION PRIVATE STREET - N. T. S. TREETN.T.S. STREET 1 STREET 3 C/L P/L OUTLOT P/L VARIES VARIES 13.0' 13.0' 4" TOPSOIL & SOD BOC BOC 227. MIN. 2.5% 2% MIN. r- 2- 5� 1.5:1 SLOPE (T°) SURMOUNTABLE SURMOUNTABLE CONC. C. & G. CONC. C. & G. PROFILE GRADE GRADING GRADE 21.5" (SEE TYP. PAV. SECTION) TYPICAL SECTION PRIVATE STREET N.T.S. STREET 2 FROM STA. 1+00 TO 2+63 STREET 4 TAT oods Edge Phase 1 & 2 Lino Lakes, MN Latest Revision Date: 08/03/16 0005341 DTF01 .dwg Date: 07/01/16 Sheet: 12 of 13 Details dWT.... O.... Vm0>O o w 04U �NNM.1'IlJ t0�0'uJNNNM ^^ 17 o N M rn 5 S 1 ` mm VmNm�OV mO if)OIM in..... Z z � �� OVtOm wa O� VNONmO�mNNNmO r�iauinai.="in�l0 ^,prima Z m _� W �} a mod o_ e Q 0I K m L_ m j W _1 � p% y J w da O OW O� W 1-- m LLU NMV�00�0�-i- NM Y NII � N QQ dK 9} O �U Fw aW 6. V O Wd ONM VNtOWmMtONN1�NIhW p N rcN W1=vmOIM�NMI�mNNOiM Oa U 8 w ® 0 o ma w m CVMd'�tG OJ��"1N0 0 Fr F m v oW 8w jo z oz NW QZ�U^SIV ^^- Q 3� W W 0Z pm a w¢ a� r�mmmmmnommmoo-o W0. WMNW.-^romrlNfMam.- _ ww NO WO_ =NNM aI(itO O]�^,OMNI'..-O •- •-•- NMV N N O O =W o 10 N=Oa �NNM?NN�rWONNM dZNNm.-d w w �zww a_ m rc o 0oma .-NNNMMYV�ff mtOhm a a t5a ^ K IS O Q -i 4 I MAY, 2013 --i. / RIPRAP AT RCP STR-8 �N K F OUTLETS I hereby certify that this plan was prepared by me or under my Revisio118 direct supervision and that I am a duly licensed PROFESSIONAL ENG 4M under the laws of the State of Minnesota. 11; /nsz m1 Th vp-n FF RFnI imrq Francis D. Hagen II, PE Date 08/03/16 Ueense N, 17716 08/03/16 Updated Site Plan MAY, 2013 STIR -7 w3 ial 2 MAXIMUM 5' METAL OR 2"x2"WOOD FENCE POST GEOTEXTILE WITH NET BACKING -� III oFF�� III G�\oN BACKFILL II I GEOTEXTILE TO Z OVERLAP THROUGH I. TRENCH. jREN�N JI ,� 5" MIN �v NOTES: 1. SILT FENCE SHALL CONFORM TO MNDOT 3886, (GTF 100 OR EQUAL) 2. FENCING SHALL BE PLACED ALONG CONTOURS OR AS DIRECTED BY ENGINEER. FPO �PR� Sic ROp9 5"MIN J 1 " TO 2" WASHED ROCK MAY, 2013 MAY, 2013 SILT FENCE ROCK CONSTRUCTION CIT*KE OF IS GEN -16 IN KE F ENTRANCE GEN -17 _$ 4' MIN, 2' t MAX. � a -� vARIEs 29 MAX 4% TYP 4"TOPSOIL & SOD INSET A DITCH AS REQUIRED FOR DRAINAGE ((- CONCRETE WALK (MnDOT 2521)* 4" AGGREGATE BASE, CL 5 24" APPROVED SUBGRADE INSET A *MINIMUM CONCRETE WALK THICKNESS IS 4". CONCRETE WALK SHALL BE A MINIMUM OF 6" THICK ACROSS ALL DRIVEWAYS, IN AREAS WITH REGULARLY SPACED DRIVEWAYS, OR AS DIRECTED BY THE CITY ENGINEER. c i r Lk f CONCRETE WALK IN KE MAY, 2013 GEN -10 a )O 1 I O W I� z �w op 4 w a o I '` i w Ol�m I va YEN I w - go 1 0 0 OOr IWww - Z3 I rn o Naw M (v4=ax o 0� I K Fps--Sn xa� o NI OOM =NZUKy LL(1I 0�0ZyZ _m O 0mZON E wCO5 _ II( O1w-aO�w >Y -0Z �Iz0 Q0 1 .0 0 Do: ZI S J M LL I oC� (zRti ( Y9 00 3 I K O LL am IIS �o �z 10,0 _ I K ON ' O m Z MI= -d ? 1 - I - IZ ---j MO 50- m 1 ma m 0 O I W zI Z O 0�0 I goy^ I No NZ l Sao - I o0 y > I a>0>w oN Z ¢OO N ( =1 F - I OQ J LLO ; - I - MAY, 2013 GRANULAR SUBCUT & LII T o f PERFORATED PIPE DRAIN STR-10 IN KE 31 I 24 l PI AN CENTER STRUCTURE TO BACK OF CURB CURB INLET FRAME AND_CURB_ UVX NttNAN NU. K-.3UO/V Will VANE GRATE. CONCRETE COLLAR POURED_ DURING CURB AND GUTTER CONSTRUCTION "INFI-SHIELD" SEAL OR EQUAL - ADJUSTING RINGS 2 - 2" RINGS MINIMUM 5 - 2" RNGS MAXIMUM FLOW LINE SHALL BE MIN. 0.7' BELOW TOP OF CURB - MAINTAIN SPACE FOR FULL PAVEMENT SELECTION CONCRETE COLLAR SHALL ENCASE RINGS AND BE A MINIMUM OF 1" ABOVE CASTING T NON -SHRINKING GROUT (UTILITY UNDERGROUND SPEC MIX OR APPROVED EQUAL) 6" PRECAST OR 8" POURED BASE VOIDS & DOGHOUSES FILLED WITH CONCRETE BRICK OR. BLOCK ONLY SECTION A -A NOTES: 1. REINFORCING TO CONSIST OF #4 BARS 0 8" O.C., 4' MINIMUM LENGTH, EACH SIDE OF CASTING 2. GROUT BOTTOM TO DRAIN TO CENTER 3, PIPE CUT-OUTS TO BE LOCATED WHERE REQUIRED 4. ADJUSTING RINGS SHALL HAVE MORTAR JOINTS - PLASTER OUTSIDE, STRIKE CLEAN INSIDE NO SCALE 5, INLET PROTECTION TO BE INSTALLED IN CATCH BASIN AND MAINTAINED AS DIRECTED BY THE ENGINEER MAY, 2013 c I T o f 2x3 CATCH BASIN sTR-6 IN KE - o' WRAPPING OF STORM c i -T o F SEWER JOINTS IN KE Did: FDH II Prepared for: DJG DR Horton, Inc. - Minnesota Drawn: DWR 20860 Kenbridge Court, Suite 100 Record Drawing by/date Lakeville, Minnesota 55044 MAY, 2013 STR-11 Call 48 Hours before digging: 811 or E611811.corn Common Ground Alliance 1.5" BITUMINOUS WEAR COURSE MNDOT SPEC 2360, TYPE SPWEA240B TACK COAT, MnDOT 2357 2" BITUMINOUS NON -WEARING COURSE MNDOT SPEC. 2360, TYPE SPNWB230B 8" CLASS 5 AGGREGATE BASE 10" SELECT GRANULAR MATERIAL APPROVED SUBGRADE TYPICAL PAVEMENT SECTION NO SCALE STREET 2 STREET 4 C/L P/L OUTLOT P/L VARIES VARIES 13.0' 13.0' 4" TOPSOIL & SOD BOC BOC 2% MIN. 2.5% f-- 1.5:1 SLOPE (TYP.) SURMOUNTABLE INVERTED CONC. C. & G. PROFILE GRADE SURMOUNTABLE CONC. C. & G. GRADING GRADE 21.5" (SEE TYP. PAV. SECTION) TYPICAL SECTION PRIVATE STREET N.T.S. STREET 5 STREET 2 FROM STA. 2+63 TO 8+31 C/L P/L OUTLOT P/L VARIES VARIES 14.0 14.0 4" TOPSOIL & SOD BOC BOC 27. N. 2.5% 2�- �---- 2.5%� 1.5:1 SLOPE (TYP-) SURMOUNTABLE SURMOUNTABLE CONC. C. & G. CONC. C. & G. PROFILE GRADE 'C GRADING GRADE 21.5" (SEE TYP. PAV. SECTION) TYPICAL SECTION PRIVATE STREET - N. T. S. TREETN.T.S. STREET 1 STREET 3 C/L P/L OUTLOT P/L VARIES VARIES 13.0' 13.0' 4" TOPSOIL & SOD BOC BOC 227. MIN. 2.5% 2% MIN. r- 2- 5� 1.5:1 SLOPE (T°) SURMOUNTABLE SURMOUNTABLE CONC. C. & G. CONC. C. & G. PROFILE GRADE GRADING GRADE 21.5" (SEE TYP. PAV. SECTION) TYPICAL SECTION PRIVATE STREET N.T.S. STREET 2 FROM STA. 1+00 TO 2+63 STREET 4 TAT oods Edge Phase 1 & 2 Lino Lakes, MN Latest Revision Date: 08/03/16 0005341 DTF01 .dwg Date: 07/01/16 Sheet: 12 of 13 Details dWT.... O.... Vm0>O >. 04U �NNM.1'IlJ t0�0'uJNNNM ^^ o 5 S Fa �cONO dK mm VmNm�OV mO if)OIM in..... Z U o �� OVtOm wa O� VNONmO�mNNNmO r�iauinai.="in�l0 ^,prima N m _� W �} MI�Nm�(1 r•O(ON �Otm Nf�O W >N "'b - OZ�U K ��NHrIa�OtGW O.-MtGWN y e �� W 1-- m LLU NMV�00�0�-i- NM O a NII � N QQ dK 9} bN Y�OOiMO�Nd'.-h.D d'i0 6. V O Wd ONM VNtOWmMtONN1�NIhW p N W1=vmOIM�NMI�mNNOiM Oa U NN cool Q �- K Nmo�om h�W�--awMme�nroern�n�neo CVMd'�tG OJ��"1N0 0_D7 NII0 QZ�U^SIV ^^- 3� sa O aQ }IO m° -O mNmM VNOMM a p0 a� r�mmmmmnommmoo-o W0. WMNW.-^romrlNfMam.- WO_ =NNM aI(itO O]�^,OMNI'..-O •- •-•- NMV O� V 10 N=Oa �NNM?NN�rWONNM dZNNm.-d w hO�Nmd'OfONd' 0oma .-NNNMMYV�ff mtOhm I MAY, 2013 --i. / RIPRAP AT RCP STR-8 �N K F OUTLETS I hereby certify that this plan was prepared by me or under my Revisio118 direct supervision and that I am a duly licensed PROFESSIONAL ENG 4M under the laws of the State of Minnesota. 11; /nsz m1 Th vp-n FF RFnI imrq Francis D. Hagen II, PE Date 08/03/16 Ueense N, 17716 08/03/16 Updated Site Plan MAY, 2013 STIR -7 w3 ial 2 MAXIMUM 5' METAL OR 2"x2"WOOD FENCE POST GEOTEXTILE WITH NET BACKING -� III oFF�� III G�\oN BACKFILL II I GEOTEXTILE TO Z OVERLAP THROUGH I. TRENCH. jREN�N JI ,� 5" MIN �v NOTES: 1. SILT FENCE SHALL CONFORM TO MNDOT 3886, (GTF 100 OR EQUAL) 2. FENCING SHALL BE PLACED ALONG CONTOURS OR AS DIRECTED BY ENGINEER. FPO �PR� Sic ROp9 5"MIN J 1 " TO 2" WASHED ROCK MAY, 2013 MAY, 2013 SILT FENCE ROCK CONSTRUCTION CIT*KE OF IS GEN -16 IN KE F ENTRANCE GEN -17 _$ 4' MIN, 2' t MAX. � a -� vARIEs 29 MAX 4% TYP 4"TOPSOIL & SOD INSET A DITCH AS REQUIRED FOR DRAINAGE ((- CONCRETE WALK (MnDOT 2521)* 4" AGGREGATE BASE, CL 5 24" APPROVED SUBGRADE INSET A *MINIMUM CONCRETE WALK THICKNESS IS 4". CONCRETE WALK SHALL BE A MINIMUM OF 6" THICK ACROSS ALL DRIVEWAYS, IN AREAS WITH REGULARLY SPACED DRIVEWAYS, OR AS DIRECTED BY THE CITY ENGINEER. c i r Lk f CONCRETE WALK IN KE MAY, 2013 GEN -10 a )O 1 I O W I� z �w op 4 w a o I '` i w Ol�m I va YEN I w - go 1 0 0 OOr IWww - Z3 I rn o Naw M (v4=ax o 0� I K Fps--Sn xa� o NI OOM =NZUKy LL(1I 0�0ZyZ _m O 0mZON E wCO5 _ II( O1w-aO�w >Y -0Z �Iz0 Q0 1 .0 0 Do: ZI S J M LL I oC� (zRti ( Y9 00 3 I K O LL am IIS �o �z 10,0 _ I K ON ' O m Z MI= -d ? 1 - I - IZ ---j MO 50- m 1 ma m 0 O I W zI Z O 0�0 I goy^ I No NZ l Sao - I o0 y > I a>0>w oN Z ¢OO N ( =1 F - I OQ J LLO ; - I - MAY, 2013 GRANULAR SUBCUT & LII T o f PERFORATED PIPE DRAIN STR-10 IN KE 31 I 24 l PI AN CENTER STRUCTURE TO BACK OF CURB CURB INLET FRAME AND_CURB_ UVX NttNAN NU. K-.3UO/V Will VANE GRATE. CONCRETE COLLAR POURED_ DURING CURB AND GUTTER CONSTRUCTION "INFI-SHIELD" SEAL OR EQUAL - ADJUSTING RINGS 2 - 2" RINGS MINIMUM 5 - 2" RNGS MAXIMUM FLOW LINE SHALL BE MIN. 0.7' BELOW TOP OF CURB - MAINTAIN SPACE FOR FULL PAVEMENT SELECTION CONCRETE COLLAR SHALL ENCASE RINGS AND BE A MINIMUM OF 1" ABOVE CASTING T NON -SHRINKING GROUT (UTILITY UNDERGROUND SPEC MIX OR APPROVED EQUAL) 6" PRECAST OR 8" POURED BASE VOIDS & DOGHOUSES FILLED WITH CONCRETE BRICK OR. BLOCK ONLY SECTION A -A NOTES: 1. REINFORCING TO CONSIST OF #4 BARS 0 8" O.C., 4' MINIMUM LENGTH, EACH SIDE OF CASTING 2. GROUT BOTTOM TO DRAIN TO CENTER 3, PIPE CUT-OUTS TO BE LOCATED WHERE REQUIRED 4. ADJUSTING RINGS SHALL HAVE MORTAR JOINTS - PLASTER OUTSIDE, STRIKE CLEAN INSIDE NO SCALE 5, INLET PROTECTION TO BE INSTALLED IN CATCH BASIN AND MAINTAINED AS DIRECTED BY THE ENGINEER MAY, 2013 c I T o f 2x3 CATCH BASIN sTR-6 IN KE - o' WRAPPING OF STORM c i -T o F SEWER JOINTS IN KE Did: FDH II Prepared for: DJG DR Horton, Inc. - Minnesota Drawn: DWR 20860 Kenbridge Court, Suite 100 Record Drawing by/date Lakeville, Minnesota 55044 MAY, 2013 STR-11 Call 48 Hours before digging: 811 or E611811.corn Common Ground Alliance 1.5" BITUMINOUS WEAR COURSE MNDOT SPEC 2360, TYPE SPWEA240B TACK COAT, MnDOT 2357 2" BITUMINOUS NON -WEARING COURSE MNDOT SPEC. 2360, TYPE SPNWB230B 8" CLASS 5 AGGREGATE BASE 10" SELECT GRANULAR MATERIAL APPROVED SUBGRADE TYPICAL PAVEMENT SECTION NO SCALE STREET 2 STREET 4 C/L P/L OUTLOT P/L VARIES VARIES 13.0' 13.0' 4" TOPSOIL & SOD BOC BOC 2% MIN. 2.5% f-- 1.5:1 SLOPE (TYP.) SURMOUNTABLE INVERTED CONC. C. & G. PROFILE GRADE SURMOUNTABLE CONC. C. & G. GRADING GRADE 21.5" (SEE TYP. PAV. SECTION) TYPICAL SECTION PRIVATE STREET N.T.S. STREET 5 STREET 2 FROM STA. 2+63 TO 8+31 C/L P/L OUTLOT P/L VARIES VARIES 14.0 14.0 4" TOPSOIL & SOD BOC BOC 27. N. 2.5% 2�- �---- 2.5%� 1.5:1 SLOPE (TYP-) SURMOUNTABLE SURMOUNTABLE CONC. C. & G. CONC. C. & G. PROFILE GRADE 'C GRADING GRADE 21.5" (SEE TYP. PAV. SECTION) TYPICAL SECTION PRIVATE STREET - N. T. S. TREETN.T.S. STREET 1 STREET 3 C/L P/L OUTLOT P/L VARIES VARIES 13.0' 13.0' 4" TOPSOIL & SOD BOC BOC 227. MIN. 2.5% 2% MIN. r- 2- 5� 1.5:1 SLOPE (T°) SURMOUNTABLE SURMOUNTABLE CONC. C. & G. CONC. C. & G. PROFILE GRADE GRADING GRADE 21.5" (SEE TYP. PAV. SECTION) TYPICAL SECTION PRIVATE STREET N.T.S. STREET 2 FROM STA. 1+00 TO 2+63 STREET 4 TAT oods Edge Phase 1 & 2 Lino Lakes, MN Latest Revision Date: 08/03/16 0005341 DTF01 .dwg Date: 07/01/16 Sheet: 12 of 13 Details 4W�3..owOfNmmmm- >� a2� pQLLU O CV Vt00.iOMN�NCNOi Oi � NMMMsf to V N O Fa �cONO dK mm VmNm�OV mO if)OIM in..... Z W0. O .-.-NNMMInml�h01 N A.- W �jw0}NNOImNOf OtO d�.-Mt6N y e �� W 1-- m LLU NMV�00�0�-i- NM O a NII � N W U O Sd p � Y'1; a1 oJNOmhmmNm.-N p N W1=vmOIM�NMI�mNNOiM Oa U NN cool 0 m Nmo�om >w}ern.-MmMmm �NaIO.Om D7 � IO 0_D7 OZWU K NNNM NII sa O aQ }IO m° -O mNmM VNOMM a M UO W0. WMNW.-^romrlNfMam.- a 10 N=Oa �NNM?NN�rWONNM I MAY, 2013 --i. / RIPRAP AT RCP STR-8 �N K F OUTLETS I hereby certify that this plan was prepared by me or under my Revisio118 direct supervision and that I am a duly licensed PROFESSIONAL ENG 4M under the laws of the State of Minnesota. 11; /nsz m1 Th vp-n FF RFnI imrq Francis D. Hagen II, PE Date 08/03/16 Ueense N, 17716 08/03/16 Updated Site Plan MAY, 2013 STIR -7 w3 ial 2 MAXIMUM 5' METAL OR 2"x2"WOOD FENCE POST GEOTEXTILE WITH NET BACKING -� III oFF�� III G�\oN BACKFILL II I GEOTEXTILE TO Z OVERLAP THROUGH I. TRENCH. jREN�N JI ,� 5" MIN �v NOTES: 1. SILT FENCE SHALL CONFORM TO MNDOT 3886, (GTF 100 OR EQUAL) 2. FENCING SHALL BE PLACED ALONG CONTOURS OR AS DIRECTED BY ENGINEER. FPO �PR� Sic ROp9 5"MIN J 1 " TO 2" WASHED ROCK MAY, 2013 MAY, 2013 SILT FENCE ROCK CONSTRUCTION CIT*KE OF IS GEN -16 IN KE F ENTRANCE GEN -17 _$ 4' MIN, 2' t MAX. � a -� vARIEs 29 MAX 4% TYP 4"TOPSOIL & SOD INSET A DITCH AS REQUIRED FOR DRAINAGE ((- CONCRETE WALK (MnDOT 2521)* 4" AGGREGATE BASE, CL 5 24" APPROVED SUBGRADE INSET A *MINIMUM CONCRETE WALK THICKNESS IS 4". CONCRETE WALK SHALL BE A MINIMUM OF 6" THICK ACROSS ALL DRIVEWAYS, IN AREAS WITH REGULARLY SPACED DRIVEWAYS, OR AS DIRECTED BY THE CITY ENGINEER. c i r Lk f CONCRETE WALK IN KE MAY, 2013 GEN -10 a )O 1 I O W I� z �w op 4 w a o I '` i w Ol�m I va YEN I w - go 1 0 0 OOr IWww - Z3 I rn o Naw M (v4=ax o 0� I K Fps--Sn xa� o NI OOM =NZUKy LL(1I 0�0ZyZ _m O 0mZON E wCO5 _ II( O1w-aO�w >Y -0Z �Iz0 Q0 1 .0 0 Do: ZI S J M LL I oC� (zRti ( Y9 00 3 I K O LL am IIS �o �z 10,0 _ I K ON ' O m Z MI= -d ? 1 - I - IZ ---j MO 50- m 1 ma m 0 O I W zI Z O 0�0 I goy^ I No NZ l Sao - I o0 y > I a>0>w oN Z ¢OO N ( =1 F - I OQ J LLO ; - I - MAY, 2013 GRANULAR SUBCUT & LII T o f PERFORATED PIPE DRAIN STR-10 IN KE 31 I 24 l PI AN CENTER STRUCTURE TO BACK OF CURB CURB INLET FRAME AND_CURB_ UVX NttNAN NU. K-.3UO/V Will VANE GRATE. CONCRETE COLLAR POURED_ DURING CURB AND GUTTER CONSTRUCTION "INFI-SHIELD" SEAL OR EQUAL - ADJUSTING RINGS 2 - 2" RINGS MINIMUM 5 - 2" RNGS MAXIMUM FLOW LINE SHALL BE MIN. 0.7' BELOW TOP OF CURB - MAINTAIN SPACE FOR FULL PAVEMENT SELECTION CONCRETE COLLAR SHALL ENCASE RINGS AND BE A MINIMUM OF 1" ABOVE CASTING T NON -SHRINKING GROUT (UTILITY UNDERGROUND SPEC MIX OR APPROVED EQUAL) 6" PRECAST OR 8" POURED BASE VOIDS & DOGHOUSES FILLED WITH CONCRETE BRICK OR. BLOCK ONLY SECTION A -A NOTES: 1. REINFORCING TO CONSIST OF #4 BARS 0 8" O.C., 4' MINIMUM LENGTH, EACH SIDE OF CASTING 2. GROUT BOTTOM TO DRAIN TO CENTER 3, PIPE CUT-OUTS TO BE LOCATED WHERE REQUIRED 4. ADJUSTING RINGS SHALL HAVE MORTAR JOINTS - PLASTER OUTSIDE, STRIKE CLEAN INSIDE NO SCALE 5, INLET PROTECTION TO BE INSTALLED IN CATCH BASIN AND MAINTAINED AS DIRECTED BY THE ENGINEER MAY, 2013 c I T o f 2x3 CATCH BASIN sTR-6 IN KE - o' WRAPPING OF STORM c i -T o F SEWER JOINTS IN KE Did: FDH II Prepared for: DJG DR Horton, Inc. - Minnesota Drawn: DWR 20860 Kenbridge Court, Suite 100 Record Drawing by/date Lakeville, Minnesota 55044 MAY, 2013 STR-11 Call 48 Hours before digging: 811 or E611811.corn Common Ground Alliance 1.5" BITUMINOUS WEAR COURSE MNDOT SPEC 2360, TYPE SPWEA240B TACK COAT, MnDOT 2357 2" BITUMINOUS NON -WEARING COURSE MNDOT SPEC. 2360, TYPE SPNWB230B 8" CLASS 5 AGGREGATE BASE 10" SELECT GRANULAR MATERIAL APPROVED SUBGRADE TYPICAL PAVEMENT SECTION NO SCALE STREET 2 STREET 4 C/L P/L OUTLOT P/L VARIES VARIES 13.0' 13.0' 4" TOPSOIL & SOD BOC BOC 2% MIN. 2.5% f-- 1.5:1 SLOPE (TYP.) SURMOUNTABLE INVERTED CONC. C. & G. PROFILE GRADE SURMOUNTABLE CONC. C. & G. GRADING GRADE 21.5" (SEE TYP. PAV. SECTION) TYPICAL SECTION PRIVATE STREET N.T.S. STREET 5 STREET 2 FROM STA. 2+63 TO 8+31 C/L P/L OUTLOT P/L VARIES VARIES 14.0 14.0 4" TOPSOIL & SOD BOC BOC 27. N. 2.5% 2�- �---- 2.5%� 1.5:1 SLOPE (TYP-) SURMOUNTABLE SURMOUNTABLE CONC. C. & G. CONC. C. & G. PROFILE GRADE 'C GRADING GRADE 21.5" (SEE TYP. PAV. SECTION) TYPICAL SECTION PRIVATE STREET - N. T. S. TREETN.T.S. STREET 1 STREET 3 C/L P/L OUTLOT P/L VARIES VARIES 13.0' 13.0' 4" TOPSOIL & SOD BOC BOC 227. MIN. 2.5% 2% MIN. r- 2- 5� 1.5:1 SLOPE (T°) SURMOUNTABLE SURMOUNTABLE CONC. C. & G. CONC. C. & G. PROFILE GRADE GRADING GRADE 21.5" (SEE TYP. PAV. SECTION) TYPICAL SECTION PRIVATE STREET N.T.S. STREET 2 FROM STA. 1+00 TO 2+63 STREET 4 TAT oods Edge Phase 1 & 2 Lino Lakes, MN Latest Revision Date: 08/03/16 0005341 DTF01 .dwg Date: 07/01/16 Sheet: 12 of 13 Details c2 _ r --ADJUSTING RINGS 2-2" RINGS, MINIMUM 'INFI-SHIELD" SEAL 5-2" RINGS, MAXIMUM. OR EQUAL. (1' MAX OF RINGS & MORTAR). 1/2" MORTAR ON OUTSIDE, AND BETWEEN RINGS, CASTING & MANHOLE. FINISH SMOOTH ON THE INSIDE. NO MORTAR USE URETHANE ON INSIDE. SEAL ON TOP AND BOTTOM z JOINT I� 27' _ 2 STRIPS VAR". RINGS BITUMASTIC - - - (1.0' MAX. OF SEAL; NO RINGS & CEMENT ti < MORTAR) w m 0 a, a 1/2' /FT 1 61z A URETHANE OR BUTYL SEAL SHALL BE USED TO SEAL THE TOP RING TO THE CASTING AND THE BOTTOM RING TO THE CONE OR TOP SLAB. NO WOOD SHALL BE USED FOR ADJUSTING CASTING; CEMENT MORTAR ONLY. ADJUSTING RINGS MAY BE CONCRETE. OR PLASTIC. CAST IRON MANHOLE FRAME & COVER AS PER SPECIFICATIONS, MANHOLE STEPS SHALL BE CAST IRON, ALUMINUM OR STEEL REINFORCED PLASTIC, PER ASTM C478. STEP LOCATION SHALL BE AS NOTED IN THE SPECIFICATIONS. PRECAST REINFORCED CONCRETE MANHOLE SECTIONS & PRECAST BASE PER ASTM C478, FURNISHED WITH 0 -RING GASKETS AND LUBRICANT EXCEPT AS OTHERWISE SPECIFIED. PRECAST REINFORCED CONCRETE COVER SLAB (TYPE 2), PER ASTM C478. PIPE CONNECTIONS TO MANHOLE SHALL BE MADE WATER TIGHT BY CAST INPLACE RUBBER BOOT AND CEMENT MORTAR. INSIDE SURFACE SHALL BE FINISHED SMOOTH. SANITARY SEWER MANHOLE, MAY, 201 cir of TYPE 302 IN KE$ (PIPES 30" &LARGER) SAN -2 2" x 2" HARDWOOD 1-6' METAL FENCE POST MARKER MARKER W/SPIKE. PAINTED GREEN FINISHED GRADE I-1 I I- 0 o77 n. �- AIRTIGHT 7 N 4-F PLUG OR _II CAP -) I SERVICE SLOPE 2% MIN. -1T I II 'NE =1TI=1 11=I 11- I I I) _ l lI GRANULAR BEDDING 45' BEND '-T--i - MATERIAL (COMPACTED) SERVICE WYE TO BE EMBEDDED IN WITHOUT RISER 6' METAL FENCE NOTE: SERVICE PIPE TO BE PVC, CONCRETE SCH. 40 (ASTM D-2665). POST MARKER SOLVENT WELD ALL JOINTS. P� PAINTED GREEN 2" x 2" HARDWOOD MARKER W/SPIKE. -� DEPTHS GREATER THAN 14' WHERE RISER APPROVED\ AIRTIGHT SLOPE 2% MIN. -I PLUG OR BY ENGINEER. _1� CAP (T I I=1 I I-' • 45' BEND -I GRANULAR BEDDING MATERIAL (COMPACTED) SERVICE wYF (- SERVICE WYE TO BE EMBEDDED IN CONCRETE MAX. 45' NOTE: SERVICE PIPE TO BE PVC, III SCH. 40 (ASTM D-2665). WITH RISER SOLVENT WELD ALL JOINTS. MAY, 2013 SANITARY SEWER C I T O F SERVICE SAN -7 IN KE 1/4" PLYWI OVER FACE TABULATED OF BOLTS TOTAL AREA YA \ n PLUG OR CAP PLUGGED CROSS WYE / Al A2 BEND "" PLUGGED TEE`N`, PLUGGED CROSS NOMINAL FITTING SIZE, INCHESCAP TEE, WYE, PLUG OR 90A BEND, PLUGGED CROSS TEE PLUGGED ON RUN At A2 45^ BEND 22-1/2A BEND 11-114A BEND 4 1.0 1.4 1.9 1.4 1.0 MORTAR). PRECAST COVER 6 2.1 3.0 4.3 3.0 1.6 1.0 - 8 3.8 5.3 7.6 5.4 2.9 1.5 1.0 10 5.9 8.4 11..8 8.4 4.6 2.6 1,2 12 8.5 12.0 17.0 12.0 6.6 3.4 1.7 14 11.5 16.3 23,0 16.3 8.9 4.6 2.3 16 15.0 21.3 30.0 21.3 11.6 6.0 3.0 18 19.0 27.0 3&0 27.0 14.6 7.6 3.8 20 23.5 33.3 47.0 33.3 1 18.1 9.4 4.7 24 34.0 48.0 6&0 48.0 26.2 13.6 6,8 NOTES: 1. CONCRETE THRUST BLOCKING TO BE POURED AGAINST UNDISTURBED EARTH. 2. KEEP CONCRETE CLEAR OF JOINT AND ACCESSORIES. 3. REQUIRED BEARING AREAS AT FITTING SHALL BE AS NOTED ABOVE, UNLESS INDICATED OTHERWISE. 4. BEARING AREAS AND SPECIAL BLOCKING DETAILS SHOWN ON THE PLANS TAKE PRECEDENCE OVER BEARING AREAS AND BLOCKING DETAILS SHOWN ON THIS STANDARD PLATE. 5. ABOVE BEARING AREAS BASED ON TEST PRESSURES OF 150 PSI AND AN ALLOWABLE SOIL BEARING STRESS OF 2000 LBS. PER SQUARE FOOT. TO COMPUTE BEARING AREAS FOR DIFFERENT TEST PRESSURES AND SOIL BEARING STRESSES, USE THE FOLLOWING EQUATION: BEARING AREA = (TEST PRESSURE/150) X (2000/SOIL BEARING STRESS) X (TABLE VALUE). DUCTILE IRON PIPE MAY,2013 C I T o f REACTION BACKING IN KE WAT 4 (FOR BENDS) Westwood Phone (952) 937-5150 7699 Anagram Drive Fax (952) 937-5822 Eden Prairie, MN 55344 Toll Free (888) 937-5150 westwoocips.corn Westwood Professional Services, Inc. "INFI-SHIELD" SEAL MH DIA. OR EQUAL. 48" ADJUSTING RINGS 54"-102" 2 - 2" RINGS, MINIMUM 108„ 5 - 2" RINGS, MAXIMUM. 120" (1' MAX OF RINGS & 27 " C MORTAR). PRECAST COVER 1 /2" MORTAR ON SLAB, TYPE 2 - OUISIUL, BETWEEN RINGS, CASTING & FOR TESTING MANHOLE. FINISH 48 " SMOOTH ON INSit) MECHANICAL JOINT DIP, CL,50 PIPE NO MORTAR ON INSIDE. AND FITTINGS TO BE USED FOR DROP RUBBER GASKET AT ALL JOINTS .a'.._. t 4 2 STRIPS BITUMASTIC SEAL; NO CEMENT > PRECAST BASE MH DIA. SLAB THICKNESS 48" 6" 54"-102" 8" 108„ 10" 120" 12" SLOPE BENCHES VARIES 1/2" PER FOOT CEMENT MORTAR a. A URETHANE OR BUTYL SEAL SHALL BE USED TO SEAL THE TOP RING TO THE CASTING AND THE BOTTOM RING TO THE CONE OR TOP SLAB. NO WOOD SHALL BE USED FOR ADJUSTING CASTING; CEMENT MORTAR ONLY. ADJUSTING RINGS MAY BE CONCRETE OR PLASTIC. CAST IRON MANHOLE FRAME & COVER AS PER SPECIFICATIONS. MANHOLE STEPS SHALL BE CAST IRON, ALUMINUM OR STEEL REINFORCED PLASTIC PER ASTM C478, STEP LOCATION SHALL BE AS NOTED IN THE SPECIFICATIONS. PRECAST REINFORCED CONCRETE MANHOLE SECTIONS PER ASTM C478, FURNISHED WITH 0 -RING GASKETS AND LUBRICANT EXCEPT AS OTHERWISE SPECIFIED. A 12" OR 18" BARREL SECTION SHALL BE INSTALLED UNDER THE CONE WHENEVER POSSIBLE. PIPE CONNECTIONS TO MANHOLE SHALL BE MADE WATER TIGHT BY CAST INPLACE RUBBER BOOT AND CEMENT MORTAR. INSIDE SURFACE SHALL BE FINISHED SMOOTH. MAY, 2013 SANITARY SEWER MANHOLE, CIT OF IN KE TYPE 303 SAN -3 MAX. R END OF SANITARY SERVICE MUST EXTEND ABOVE AND BEYOND CURB STOP. (n SEE SANITARY SEWER SERVICE DETAIL NnTcc; 1.SERVICES SHALL BE 4" DIAMETER PVC SCHEDULE 40 UNLESS OTHERWISE NOTED ON PLANS 2.SEWER SERVICES ARE LOCATED 3' DOWNSTREAM OF WATER SERVICE IF IN SAME TRENCH CIT*YK O F INE SERVICE DETAIL 6' STEEL FENCEPOST PROPOSED OR EXISTING PAINTED BLUE ROADWAY - MAY, 2013 SAN -8 NOTES: 1. CURB BOXES INSTALLED IN AREAS WHERE BOULEVARD IS TO BE CUT AT A LATER DATE SHALL BE INSTALLED AT DEPTH REQUIRED, CURB BOX EXTENTION FOR BOXES EXCEEDING 7.5' IN LENGTH ARE TO BE BID AT CONTRACT PRICE AND SHALL INCLUDE STACK COUPLINGS, CONNECTIONS, ETC.. 2. CURB BOXES LOCATED IN DRIVEWAYS OR PARKING LOTS SHALL UTILIZE THE FORD MINNEAPOLIS PATTERN CURB BOXES A-1 OR CITY APPROVED EQUIVALENT. 3. CORP. STOPS SHALL BE FORD BALLCORP FB600-4 AND CURB STOPS SHALL BE FORD BALL VALVE B22 -444M OR CIN APPROVED EQUIVALENT, 4. WATER SERVICES SHALL BE TYPE K COPPER - 1" DIA. MIN. 5. MAINTAIN 18" VERTICAL & 36" HORIZONTAL SEPARATION BETWEEN SEWER & WATER SERVICES 6. CURB STOPS SHALL HAVE INTERNAL OPERATING RODS TO FINISHED GRADE 7. CURB STOPS LOCATED IN PAVED AREAS SHALL BE COVERED WITH METER BOX COVER (FORD A -t) OR APPROVED EQUAL WATER SERVICE _T CIT OF IN KE DETAIL MAY, 2013 WAT-5 I hereby certify that this plan was prepared by me or under my ReviBiOne direct supervision and that I am a duly licensed PROFESSIONAL ENGINHER under the laws of the State of Minnesota. 08/03/16 Updated Site Plan Francis D. Hagen II, PE Date 08/03/16 U enw No. 17716 A URETHANE OR BUM SEAL SHALL BE USED TO SEAL THE TOP RING TO CURB BOX 8' 7'-6" MIN PROP. UNE LONG ATFULL COVER SEAL TEN COVER AS SPECIFIED ADJUSTING RINGS C 2 - 2" RINGS, MINIMUM CURB INSTALL PLUG SIZE, LENGTH, AND TYPE STOP FOR TESTING OF MATERIAL FOR SERVICE 4' MECHANICAL JOINT DIP, CL,50 PIPE LINE AS SPECIFIED AND FITTINGS TO BE USED FOR DROP ADJUSTING RINGS \ t HORIZONTAL LOOP NO HIGHER # 4 MESH CORROSIVE RESISTANT BE EQUIVALENT TO INLET PIPE SIZE. Q /// THAN WATERMAIN `*-SUPPORT CURB BOX WITH CONC. CORPORATION STOP BLOCK NOTES: 1. CURB BOXES INSTALLED IN AREAS WHERE BOULEVARD IS TO BE CUT AT A LATER DATE SHALL BE INSTALLED AT DEPTH REQUIRED, CURB BOX EXTENTION FOR BOXES EXCEEDING 7.5' IN LENGTH ARE TO BE BID AT CONTRACT PRICE AND SHALL INCLUDE STACK COUPLINGS, CONNECTIONS, ETC.. 2. CURB BOXES LOCATED IN DRIVEWAYS OR PARKING LOTS SHALL UTILIZE THE FORD MINNEAPOLIS PATTERN CURB BOXES A-1 OR CITY APPROVED EQUIVALENT. 3. CORP. STOPS SHALL BE FORD BALLCORP FB600-4 AND CURB STOPS SHALL BE FORD BALL VALVE B22 -444M OR CIN APPROVED EQUIVALENT, 4. WATER SERVICES SHALL BE TYPE K COPPER - 1" DIA. MIN. 5. MAINTAIN 18" VERTICAL & 36" HORIZONTAL SEPARATION BETWEEN SEWER & WATER SERVICES 6. CURB STOPS SHALL HAVE INTERNAL OPERATING RODS TO FINISHED GRADE 7. CURB STOPS LOCATED IN PAVED AREAS SHALL BE COVERED WITH METER BOX COVER (FORD A -t) OR APPROVED EQUAL WATER SERVICE _T CIT OF IN KE DETAIL MAY, 2013 WAT-5 I hereby certify that this plan was prepared by me or under my ReviBiOne direct supervision and that I am a duly licensed PROFESSIONAL ENGINHER under the laws of the State of Minnesota. 08/03/16 Updated Site Plan Francis D. Hagen II, PE Date 08/03/16 U enw No. 17716 A URETHANE OR BUM SEAL SHALL BE USED TO SEAL THE TOP RING TO THE CASTING AND THE BOTTOM RING TO THE CONE OR TOP SLAB. O O PROP. UNE WATERTIGHT "INFI-SHIELD" SEAL SEAL OR EQUAL. 120" ADJUSTING RINGS C 2 - 2" RINGS, MINIMUM INSULATION, MIN. OF 4'-0" 5 - 2" RINGS, MAXIMUM. VARIES 1'-6" I (1' MAX OF RINGS & OR EQUAL. MORTAR). N 4' MECHANICAL JOINT DIP, CL,50 PIPE - AND FITTINGS TO BE USED FOR DROP ADJUSTING RINGS SECTION. DROP SECTION PIPE SIZE TO # 4 MESH CORROSIVE RESISTANT BE EQUIVALENT TO INLET PIPE SIZE. Q WELD CONDUCTIVITY WATERTIGHT SEAL i6" O.C. RUBBER END OF DIP PIPE TO BEAR GASKET AT ON UNDISTURBED SOIL ALL JOINTS WATERTIGHT SEAL SUPPORT PIPE W/SOLID 1' ti' DIP ORE DRILL DIP TEE TO EXISTING MANHOLE p5 :n OR BRICKS W/MORTAR SLOPE TO SUMP `CONSTRUCTION JOINT NOTE: COR -BLUE BOLTS COVER AS IF NECESSARY. STRUCTURE SHALL 2' OUTSIDE DROP TO BE SECURED TO MANHOLE g ALL WATERMAIN FITTINGS, WITH 3" X 14 GA. GALV. a TY STRAPS ANCHORED WITH WATERTIGHT PRECAST BASE W/24" 4-KWIK BOLTS 0 5O.C. SEAL STEEL TIE RODS _5NON-SHRINK GROUTR NNTS' OR "MEGA LUG" THRUST PD C HORSESHOEWITH 2 1 1/2- WASHED ROCK 1 MORTAR JOI*,• 3"DEPTH (MIN.) i SLOPE INVERT #5 DOWELS 8" MAX SPACING AS SHOWN FOR CONNECTION OF NEW BAR TO EXISTING MANHOLE CONCRETE AROUND -+.�. BLOCK MIN. 1/3 C.Y. MAY, 2013 (MIN. 1 C.Y. IN NOTES SANITARY SEWER CIT O F SOILS.) 2. MEGALUG OPTION PERMITTED UPON CITY REVIEW IN KE OUTSIDE DROP SAN -4 GATE VALVE & BOX SLAB THICKNESS O O PROP. UNE 5 - 2" RINGS, MAXIMUM. BAC OF "INFI-SHIELD" SEALMORTAR). 120" 1" THICK STYROFOAM C B INSULATION, MIN. OF 4'-0" a VARIES 1'-6" I 2'-6" VARIES I I OR EQUAL. a 4' MAX. 1' CONCRETE - S ADJUSTING RINGS # 4 MESH CORROSIVE RESISTANT 27" DIA. OPENING Q WELD CONDUCTIVITY M MANHOLE STEPS 1" AIR RELEASE VALVE i6" O.C. STUD BELOW FLANGE CURB 1" COPPER PIPE 24"F 1" CORPORATION COCK (FOR LOCATION LO DIP WATERMAIN SUPPORT PIPE W/SOLID PURPOSES CONCRETE BLOCKS 4„ OR BRICKS W/MORTAR SLOPE TO SUMP GEOTEXTILE FABRIC NOTE: COR -BLUE BOLTS COVER AS STRUCTURE SHALL 2' OR EQUAL REQUIRED ON SPECIFIED EO33733 ALL WATERMAIN FITTINGS, 4"x4" GROUT AROUND BASE TY 3/4" STAINLESS PRECAST BASE W/24" STEEL TIE RODS HOLE FOR SUMP OR "MEGA LUG" THRUST RETAINER GLANDS (QR 1 1/2- WASHED ROCK 1 EOUIVAL.ANT) AT JOINTS 3"DEPTH (MIN.) SEE WAT-2 Ili di. 1 1/2" WASHED 8"X8"X16" ROCK ALL ALL LEEDS 6" DIP CONCRETE AROUND BLOCK MIN. 1/3 C.Y. (MIN. 1 C.Y. IN NOTES IMPERVIOUS 1. ALL FITTINGS SHALL BE MECHANICAL JOINTS SOILS.) 2. MEGALUG OPTION PERMITTED UPON CITY REVIEW 3, HYDRANTS SHALL HAVE 16" BREAKAWAY SECTION 4, ALL DUCTILE IRON PIPE AND FITTINGS SHALL BE POLYETHYLENE ENCASED 5, NO EXTENSIONS ARE ALLOWED. 6. GATE VALVE SHALL MEET ALL REQUIREMENTS OF WAT-2 TYPICAL HYDRANT MAY, 2013 c I T o f DETAILS c KE$ (VALVE IN BOULEVARD) WAT-1 GSW k�ALLSLLino laka^EAO�wAi.lLwg Mntlol MAY, 2013 AIR RELEASE CIT OF IN KE MANHOLE WAT-6 A URETHANE OR BUTYL SEAL SHALL BE USED TO SEAL THE TOP RING TO THE CASTING AND THE BOTTOM RING TO THE CONE OR TOP SLAB• "INFI-SHIELD" SEAL OR EQUAL. RINGS (1.0' MAX. OF RINGS & MORTAR). ATTACH STAINLESS STEEL CABLE OR CHAIN TO STAINLESS STEEL HOOK INSTALLED IN TOP OF MANHOLE CONE SECTION. (AS SPECIFIED) STAINLESS STEEL CABLE OR CHAIN ATTACHED TO INSPECTION HOOD, CORE DRILL TO RUBBER GASKET AT EXISTING MANHOLE ALL JOINTS "INTRAFLOW INSIDE WATERTIGHT DROP SYSTEM" BY SEAL ROYAL OR APPROVED EQUAL. 7z1 - z_ INSIDE DROP SHALL ONLY BE INSTALLED WITH CITY n ENGINEER'S APPROVAL MAY, 2073 SANITARY SEWER CIT OF IN KE$ INSIDE DROP SAN -5 NOTE: COR -BLUE BOLTS OR EQUAL REQUIRED ON ALL WATERMAIN FITTINGS, VALVE BOX SETTING TO BE 1/4 "-3/8" BELOW PAVEMENT AND AT GRADE IN TURF AREAS CURB GATE VALVE BOX COVER AS GATE VALVE (RESISTANT WEDGE TYPE OR SPECIFIED APPROVED EQUAL) WATERMAIN SIZE VARIES 1 1/2" WASHED ROCK ALL AROUND. MIN.1 /3 C.Y. (MIN. 1 C.Y. IN IMPERVIOUS SOILS) O TEE TIE RODS OR MEGA LUG RETAINER GLANDS (OR EQUAL) 8"X8"X16" CONC. BLOCK MNOOT 3733 TYPE 3 GEOTEXTILE FABRIC MIN. 1 LAYER ATTACH TO TOP SECTION OF VALVE BOX NOTES: 1. GATE VALVES SHOULD BE USED ON 6" THROUGH 16" WATERMAIN. 2. VALVE BOX INSERTS ARE NOT ALLOWED UNLESS APPROVED BY THE ENGINEER. 3. VALVE BOXES SHALL BE INSTALLED PLUMB AND SHALL ALLOW A 4" P.V.C.. PIPE TO PASS ENTIRELY OVER THE GATE VALVE NUT AFTER INSTALLATION IS COMPLETE. 4. ALL VALVES SHALL BE TIED WITH %" THREADED TIE RODS TO THE MAIN. MEGALUGS MAY BE USED IN LIEU OF TIE RODS. 5. THE INITIAL & FINAL RAISING OF VALVE BOXES SHALL BE CONSIDERED INCIDENTAL TO THE PROJECT. 6. BONNET ADAPTOR SHALL BE INSTALLED ON TOP OF GATE VALVE. MAY, 2013 GATE VALVE & CIT OF IN KE BOX INSTALLATION WAT-2 REMOVE CURB ADJUSTING RINGS BOX BOLTS -ti _ 2 - 2" RINGS. MINIMUM 5 - 2" RINGS, MAXIMUM. (V MAX OF RINGS & MORTAR). "INFI-SHIELD" SEAL OR EQUAL. 1/2" MORTAR ON OUTSIDE, BETWEEN RINGS, CASTING & MANHOLE. FINISH 27" SMOOTH ON INSIDE. NO MORTAR ON ov INSIDE. 'v CEMENT - - MORTAR C.B. LEAD --- (15" MIN.) IIt y 6" PRECAST CONC. BASE e 1 A URETHANE OR BUTYL SEAL SHALL BE USED TO SEAL THE TOP RING TO THE CASTING AND THE BOTTOM RING TO THE CONE OR TOP SLAB. NO WOOD SHALL BE USED FOR ADJUSTING CASTING; CEMENT MORTAR ONLY. CAST IRON CATCH BASIN FRAME & COVER CASTINGS PER SPECIFICATIONS, PRECAST REINFORCED CONCRETE CONE SECTION & PRECAST BASE PER ASTM C478. FILL OPENING BETWEEN PIPE AND MANHOLE WALL WITH CEMENT MORTAR INSIDE SURFACE SHALL BE FINISHED SMOOTH. * MINIMUM PIPE COVER CAN BE REDUCED FROM 4' TO 2'-6" WITH INSTALLATION OF PERFORATED PIPE DRAIN PER "GRANULAR SUBCUT AND PERFORATED PIPE DRAIN" DETAIL. MAY, 2013 CATCH BASIN LN( �LRKE ( TYPE G STR Did: FDH lz Prepared for: clucked: DJG Drawn: DWR Record Drawing by/date FINISHED STREET GRADE EXIST. SUBGRADE - SQUARE CONCRETE COLLAR WITH #4 REBAR WAY, EACH FACI SEWER CASTING ASSEMBLY NEENAH R-1976 NOTES: 1. BENDS AND RISER TO BE 8" 2. INSTALL EVERY 100' OR AS DIRECTED BY ENGINEER 3.ALL SERVICES SHOULD HAVE C.O. AT PROPERTY LINE 4. TEMPERATURE CLEANOUTS SHALL BE CAPPED 3' ABOVE FINISHED GRADE WITH A SCREW IN PLUG WITH RAISED 2" SQUARE TOP FOR REMOVAL. IT SHALL HAVE A STEEL FENCE POST INSTALLED ADJACENT. NO CONCRETE COLLAR NECESSARY FOR TEMPERATURE CLEANOUTS ON MAIN LINES MAINLINE SANITARY clT of SEWER CLEANOUT IN elNKE GAPPED WITH SCREW IN PLUG WITH RAISED 2" SQUARE TOP FOR REMOVAL 6" Mft w a CONCRETE ENCASEMENT MIN 1/3 CU YD MAY, 2013 SAN -6 1/2" MORTAR ON OUTSIDE, BETWEEN RINGS, CASTING & ADJUSTING RINGS CATCH BASIN. FINISH REMOVE CURB 2- 2" RINGS, MINIMUM BOX BOLTS 5 - 2" RINGS, MAXIMUM. SMOOTH ON INSIDE. - (1' MAX OF RINGS & NO MORTAR ON INSIDE. MORTAR). "INFI-SHIELD" SEAL OR EQUAL. USE URETHANE SEAL ON BOTTOM JOINT 27" PRECAST COVER SLAB o (TYPE 2) Z •� PLACE 2 STRIPS BITUMASTIC SEAL ON SLAB JOINTS. I o 0 CEMENT MORTAR VAR. I PRECAST BASE (15' MIN.) - MH SLAB DIA. THICKNESS 48" 6" • 54"-102" 8" 4" - 108" 10" F (4 MIN.) - 720" 12" VARIABLE A URETHANE OR BUTYL SEAL SHALL BE USED TO SEAL THE TOP RING TO THE CASTING AND THE BOTTOM RING TO THE CONE OR TOP SLAB. NO WOOD SHALL BE USED FOR ADJUSTING CASTING; CEMENT MORTAR ONLY. CAST IRON FRAME & GRATE CASTINGS PER SPECIFICATIONS. MANHOLE STEPS SHALL BE CAST IRON, ALUMINUM OR STEEL REINFORCED PLASTIC PER ASTM C478. LOCATION SHALL BE AS NOTED IN THE SPECIFICATIONS. PRECAST REINFORCED CONCRETE BASE SLAB & COVER SLAB PER ASTM C478, PRECAST REINFORCED CONCRETE MANHOLE SECTIONS PER ASTM C478, OR 8" CONCRETE MANHOLE BLOCK WITH 1/2" MORTARED EXTERIOR, FURNISH PRECAST CONCRETE MANHOLE SECTIONS WITH 0 -RING GASKETS & LUBRICANT EXCEPT AS OTHERWISE SPECIFIED. FILL OPENING BETWEEN PIPE AND MANHOLE WALL WITH CEMENT MORTAR. INSIDE SURFACE SHALL BE FINISHED SMOOTH. * MINIMUM PIPE COVER CAN BE REDUCED FROM 4' TO 2'-6" WITH INSTALLATION OF PERFORATED PIPE DRAIN PER "GRANULAR SUBCUT AND PERFORATED PIPE DRAIN" DETAIL. MAY, 2013 CATCH BASIN CIT OF IN KE TYPE 4020 STR-2 DR Horton, Inc. - Minnesota 20860 Kenbridge Court, Suite 100 Lakeville, Minnesota 55044 INFI-SHIELD" SEAL OR EQUAL. a -1/2" MORTAR ON OUTSIDE, BETWEEN RINGS, CASTING & MANHOLE. FINISH SMOOTH ON INSIDE, NO MORTAR ON INSIDE. RINGS (1.0' MAX. OF RINGS & MORTAR). SECTION A -A 0 -RING RUBBER GASKETED JOINTS ON ALL JOINTS :5 2 A z a 5 > N CEMENT MORTAR 1. 8' PRECAST 48" BASE SLAB ELEVATION A URETHANE OR BUTYL SEAL SHALL BE USED TO SEAL THE TOP RING TO THE CASTING AND THE BOTTOM RING TO THE CONE OR TOP SLAB, NO WOOD SHALL BE USED FOR ADJUSTING CASTING; CEMENT MORTAR ONLY. ADJUSTING RINGS MAY BE CONCRETE OR PLASTIC CAST IRON MANHOLE FRAME & COVER AS PER SPECIFICATIONS. MANHOLE STEPS SHALL BE CAST IRON, ALUMINUM OR STEEL REINFORCED PLASTIC PER ASTM C478. LOCATION SHALL BE AS NOTED IN THE SPECIFICATIONS. PRECAST REINFORCED CONCRETE MANHOLE SECTIONS & BASE SLAB PER ASTM C478. FURNISH PRECAST MANHOLE SECTIONS WITH 0 -RING GASKETS & LUBRICANT EXCEPT AS OTHERWISE SPECIFIED. A 12" OR 18" BARREL SECTION SHALL BE INSTALLED UNDER THE CONE WHENEVER POSSIBLE. FILL OPENING BETWEEN PIPE & MH WALL WITH CEMENT MORTAR. INSIDE SURFACE SHALL BE FINISHED SMOOTH. STORM SEWER MANHOLE MAY, zo13 c l T o T TYPE 4020 STR-3 IN KE (PIPES 27" OR LESS) T NEENAH NO. R-1642, TYPE 8 SLAB THICKNESS 2 - 2' RINGS, MINIMUM BACKFILL TO DRAIN AWAY 5 - 2" RINGS, MAXIMUM. 8" FROM MANHOLE "INFI-SHIELD" SEALMORTAR). 120" 1" THICK STYROFOAM 27" 1\2" MORTAR ON OUTSIDE; INSULATION, MIN. OF 4'-0" "INFI-SHIELD" SEAL ON THE INSIDE. JM NO ^MORTAR ON DOWN FROM TOP. OF COVER OR EQUAL. (NO CEMENT) & ON TOP OF COVER MAX. 1' CONCRETE - S ADJUSTING RINGS # 4 MESH CORROSIVE RESISTANT 27" DIA. OPENING SCREEN M MANHOLE STEPS 1" AIR RELEASE VALVE i6" O.C. APCO NO. 75 OR EQUAL 1" COPPER PIPE 1" CORPORATION COCK DIP WATERMAIN SUPPORT PIPE W/SOLID CONCRETE BLOCKS GROUT -1/2" PER FT. OR BRICKS W/MORTAR SLOPE TO SUMP NOTE: HEIGHT OF STRUCTURE SHALL 2' VARY, 4"x4" GROUT AROUND BASE PRECAST BASE W/24" HOLE FOR SUMP 4'-0" 1 1/2- WASHED ROCK 3"DEPTH (MIN.) NOTE: 2 STRIPS BITUMASTIC SEAL AT SLAB JOINTS MAY, 2013 AIR RELEASE CIT OF IN KE MANHOLE WAT-6 A URETHANE OR BUTYL SEAL SHALL BE USED TO SEAL THE TOP RING TO THE CASTING AND THE BOTTOM RING TO THE CONE OR TOP SLAB• "INFI-SHIELD" SEAL OR EQUAL. RINGS (1.0' MAX. OF RINGS & MORTAR). ATTACH STAINLESS STEEL CABLE OR CHAIN TO STAINLESS STEEL HOOK INSTALLED IN TOP OF MANHOLE CONE SECTION. (AS SPECIFIED) STAINLESS STEEL CABLE OR CHAIN ATTACHED TO INSPECTION HOOD, CORE DRILL TO RUBBER GASKET AT EXISTING MANHOLE ALL JOINTS "INTRAFLOW INSIDE WATERTIGHT DROP SYSTEM" BY SEAL ROYAL OR APPROVED EQUAL. 7z1 - z_ INSIDE DROP SHALL ONLY BE INSTALLED WITH CITY n ENGINEER'S APPROVAL MAY, 2073 SANITARY SEWER CIT OF IN KE$ INSIDE DROP SAN -5 NOTE: COR -BLUE BOLTS OR EQUAL REQUIRED ON ALL WATERMAIN FITTINGS, VALVE BOX SETTING TO BE 1/4 "-3/8" BELOW PAVEMENT AND AT GRADE IN TURF AREAS CURB GATE VALVE BOX COVER AS GATE VALVE (RESISTANT WEDGE TYPE OR SPECIFIED APPROVED EQUAL) WATERMAIN SIZE VARIES 1 1/2" WASHED ROCK ALL AROUND. MIN.1 /3 C.Y. (MIN. 1 C.Y. IN IMPERVIOUS SOILS) O TEE TIE RODS OR MEGA LUG RETAINER GLANDS (OR EQUAL) 8"X8"X16" CONC. BLOCK MNOOT 3733 TYPE 3 GEOTEXTILE FABRIC MIN. 1 LAYER ATTACH TO TOP SECTION OF VALVE BOX NOTES: 1. GATE VALVES SHOULD BE USED ON 6" THROUGH 16" WATERMAIN. 2. VALVE BOX INSERTS ARE NOT ALLOWED UNLESS APPROVED BY THE ENGINEER. 3. VALVE BOXES SHALL BE INSTALLED PLUMB AND SHALL ALLOW A 4" P.V.C.. PIPE TO PASS ENTIRELY OVER THE GATE VALVE NUT AFTER INSTALLATION IS COMPLETE. 4. ALL VALVES SHALL BE TIED WITH %" THREADED TIE RODS TO THE MAIN. MEGALUGS MAY BE USED IN LIEU OF TIE RODS. 5. THE INITIAL & FINAL RAISING OF VALVE BOXES SHALL BE CONSIDERED INCIDENTAL TO THE PROJECT. 6. BONNET ADAPTOR SHALL BE INSTALLED ON TOP OF GATE VALVE. MAY, 2013 GATE VALVE & CIT OF IN KE BOX INSTALLATION WAT-2 REMOVE CURB ADJUSTING RINGS BOX BOLTS -ti _ 2 - 2" RINGS. MINIMUM 5 - 2" RINGS, MAXIMUM. (V MAX OF RINGS & MORTAR). "INFI-SHIELD" SEAL OR EQUAL. 1/2" MORTAR ON OUTSIDE, BETWEEN RINGS, CASTING & MANHOLE. FINISH 27" SMOOTH ON INSIDE. NO MORTAR ON ov INSIDE. 'v CEMENT - - MORTAR C.B. LEAD --- (15" MIN.) IIt y 6" PRECAST CONC. BASE e 1 A URETHANE OR BUTYL SEAL SHALL BE USED TO SEAL THE TOP RING TO THE CASTING AND THE BOTTOM RING TO THE CONE OR TOP SLAB. NO WOOD SHALL BE USED FOR ADJUSTING CASTING; CEMENT MORTAR ONLY. CAST IRON CATCH BASIN FRAME & COVER CASTINGS PER SPECIFICATIONS, PRECAST REINFORCED CONCRETE CONE SECTION & PRECAST BASE PER ASTM C478. FILL OPENING BETWEEN PIPE AND MANHOLE WALL WITH CEMENT MORTAR INSIDE SURFACE SHALL BE FINISHED SMOOTH. * MINIMUM PIPE COVER CAN BE REDUCED FROM 4' TO 2'-6" WITH INSTALLATION OF PERFORATED PIPE DRAIN PER "GRANULAR SUBCUT AND PERFORATED PIPE DRAIN" DETAIL. MAY, 2013 CATCH BASIN LN( �LRKE ( TYPE G STR Did: FDH lz Prepared for: clucked: DJG Drawn: DWR Record Drawing by/date FINISHED STREET GRADE EXIST. SUBGRADE - SQUARE CONCRETE COLLAR WITH #4 REBAR WAY, EACH FACI SEWER CASTING ASSEMBLY NEENAH R-1976 NOTES: 1. BENDS AND RISER TO BE 8" 2. INSTALL EVERY 100' OR AS DIRECTED BY ENGINEER 3.ALL SERVICES SHOULD HAVE C.O. AT PROPERTY LINE 4. TEMPERATURE CLEANOUTS SHALL BE CAPPED 3' ABOVE FINISHED GRADE WITH A SCREW IN PLUG WITH RAISED 2" SQUARE TOP FOR REMOVAL. IT SHALL HAVE A STEEL FENCE POST INSTALLED ADJACENT. NO CONCRETE COLLAR NECESSARY FOR TEMPERATURE CLEANOUTS ON MAIN LINES MAINLINE SANITARY clT of SEWER CLEANOUT IN elNKE GAPPED WITH SCREW IN PLUG WITH RAISED 2" SQUARE TOP FOR REMOVAL 6" Mft w a CONCRETE ENCASEMENT MIN 1/3 CU YD MAY, 2013 SAN -6 1/2" MORTAR ON OUTSIDE, BETWEEN RINGS, CASTING & ADJUSTING RINGS CATCH BASIN. FINISH REMOVE CURB 2- 2" RINGS, MINIMUM BOX BOLTS 5 - 2" RINGS, MAXIMUM. SMOOTH ON INSIDE. - (1' MAX OF RINGS & NO MORTAR ON INSIDE. MORTAR). "INFI-SHIELD" SEAL OR EQUAL. USE URETHANE SEAL ON BOTTOM JOINT 27" PRECAST COVER SLAB o (TYPE 2) Z •� PLACE 2 STRIPS BITUMASTIC SEAL ON SLAB JOINTS. I o 0 CEMENT MORTAR VAR. I PRECAST BASE (15' MIN.) - MH SLAB DIA. THICKNESS 48" 6" • 54"-102" 8" 4" - 108" 10" F (4 MIN.) - 720" 12" VARIABLE A URETHANE OR BUTYL SEAL SHALL BE USED TO SEAL THE TOP RING TO THE CASTING AND THE BOTTOM RING TO THE CONE OR TOP SLAB. NO WOOD SHALL BE USED FOR ADJUSTING CASTING; CEMENT MORTAR ONLY. CAST IRON FRAME & GRATE CASTINGS PER SPECIFICATIONS. MANHOLE STEPS SHALL BE CAST IRON, ALUMINUM OR STEEL REINFORCED PLASTIC PER ASTM C478. LOCATION SHALL BE AS NOTED IN THE SPECIFICATIONS. PRECAST REINFORCED CONCRETE BASE SLAB & COVER SLAB PER ASTM C478, PRECAST REINFORCED CONCRETE MANHOLE SECTIONS PER ASTM C478, OR 8" CONCRETE MANHOLE BLOCK WITH 1/2" MORTARED EXTERIOR, FURNISH PRECAST CONCRETE MANHOLE SECTIONS WITH 0 -RING GASKETS & LUBRICANT EXCEPT AS OTHERWISE SPECIFIED. FILL OPENING BETWEEN PIPE AND MANHOLE WALL WITH CEMENT MORTAR. INSIDE SURFACE SHALL BE FINISHED SMOOTH. * MINIMUM PIPE COVER CAN BE REDUCED FROM 4' TO 2'-6" WITH INSTALLATION OF PERFORATED PIPE DRAIN PER "GRANULAR SUBCUT AND PERFORATED PIPE DRAIN" DETAIL. MAY, 2013 CATCH BASIN CIT OF IN KE TYPE 4020 STR-2 DR Horton, Inc. - Minnesota 20860 Kenbridge Court, Suite 100 Lakeville, Minnesota 55044 INFI-SHIELD" SEAL OR EQUAL. a -1/2" MORTAR ON OUTSIDE, BETWEEN RINGS, CASTING & MANHOLE. FINISH SMOOTH ON INSIDE, NO MORTAR ON INSIDE. RINGS (1.0' MAX. OF RINGS & MORTAR). SECTION A -A 0 -RING RUBBER GASKETED JOINTS ON ALL JOINTS :5 2 A z a 5 > N CEMENT MORTAR 1. 8' PRECAST 48" BASE SLAB ELEVATION A URETHANE OR BUTYL SEAL SHALL BE USED TO SEAL THE TOP RING TO THE CASTING AND THE BOTTOM RING TO THE CONE OR TOP SLAB, NO WOOD SHALL BE USED FOR ADJUSTING CASTING; CEMENT MORTAR ONLY. ADJUSTING RINGS MAY BE CONCRETE OR PLASTIC CAST IRON MANHOLE FRAME & COVER AS PER SPECIFICATIONS. MANHOLE STEPS SHALL BE CAST IRON, ALUMINUM OR STEEL REINFORCED PLASTIC PER ASTM C478. LOCATION SHALL BE AS NOTED IN THE SPECIFICATIONS. PRECAST REINFORCED CONCRETE MANHOLE SECTIONS & BASE SLAB PER ASTM C478. FURNISH PRECAST MANHOLE SECTIONS WITH 0 -RING GASKETS & LUBRICANT EXCEPT AS OTHERWISE SPECIFIED. A 12" OR 18" BARREL SECTION SHALL BE INSTALLED UNDER THE CONE WHENEVER POSSIBLE. FILL OPENING BETWEEN PIPE & MH WALL WITH CEMENT MORTAR. INSIDE SURFACE SHALL BE FINISHED SMOOTH. STORM SEWER MANHOLE MAY, zo13 c l T o T TYPE 4020 STR-3 IN KE (PIPES 27" OR LESS) PRECAST BASE ADJUSTING RINGS SLAB THICKNESS 2 - 2' RINGS, MINIMUM 6" 5 - 2" RINGS, MAXIMUM. 8" (7' MAX OF RINGS & "INFI-SHIELD" SEALMORTAR). 120" OR EQUAL. 27" 1\2" MORTAR ON OUTSIDE; BETWEEN RINGS, CASTING & 2 STRIPS ON THE INSIDE. JM NO ^MORTAR ON BITUMASTIC SEAL, (NO CEMENT) INSIDE. ON SLAB JOINTS 48" P(YPE12) OVER SLAB T PRECAST BASE MH DIA. SLAB THICKNESS 48" 6" 54"-102" 8" 108" 10" 120" 12" z VARIABLE z _ z ro n SLOPE BENCHES 1/2" PER FOOT. VARIES CEMENT MORTAR A URETHANE OR BUTYL SEAL SHALL BE USED TO SEAL THE TOP RING TO THE CASTING AND THE BOTTOM RING TO THE CONE OR TOP SLAB. NO WOOD SHALL BE USED FOR ADJUSTING CASTING; CEMENT MORTAR ONLY. ADJUSTING RINGS MAY BE CONCRETE OR PLASTIC. CAST IRON MANHOLE FRAME & COVER AS PER SPECIFICATIONS. MANHOLE STEPS SHALL BE CAST IRON, ALUMINUM OR STEEL REINFORCED PLASTIC PER ASTM C478. LOCATION SHALL BE AS NOTED IN THE SPECIFICATIONS. PRECAST REINFORCED CONCRETE MANHOLE SECTIONS & BASE SLAB PER ASTM C478. FURNISH PRECAST MANHOLE SECTIONS WITH O-RING GASKETS & LUBRICANT EXCEPT AS OTHERWISE SPECIFIED. A 12" OR 18" BARREL SECTION SHALL BE INSTALLED UNDER THE CONE WHENEVER POSSIBLE. FILL OPENING BETWEEN PIPE & MH WALL WITH CEMENT MORTAR. INSIDE SURFACE SHALL BE FINISHED SMOOTH. STORM SEWER MANHOLE MAY, 2013 c I T o f TYPE 4020 IN KE (PIPES 30" & LARGER) STR 4 RINGS (1.0' MAX. OF RINGS & MORTAR). 1/2" MORTAR ON OUTSIDE, BETWEEN RINGS, CASTING & MANHOLE. FINISH SMOOTH ON THE INSIDE. NO MORTAR ON INSIDE, USE URETHANE SEAL -- ON BOTTOM JOINT. PRECAST COVER SLAB (TYPE 2) 2 STRIPS BITUMASTIC SEAL ON SLAB JOINTS, NO CEMENT, PRECAST BASE MH DIA. _ SLAB THICKNESS 48" 6" 54"-102" 8" 108" 10" 120" 12" "INFI-SHIELD" SEAL OR EQUAL. A URETHANE OR BUTYL SEAL SHALL BE USED TO SEAL THE TOP RING TO THE CASTING AND THE BOTTOM RING TO THE CONE OR TOP SLAB. NO WOOD SHALL BE USED FOR ADJUSTING CASTING; CEMENT MORTAR ONLY ADJUSTING RINGS MAY BE CONCRETE OR PLASTIC. CAST IRON MANHOLE FRAME & COVER AS PER SPECIFICATIONS MANHOLE STEPS SHALL BE CAST IRON, ALUMINUM OR STEEL REINFORCED PLASTIC PER ASTM C478. LOCATION SHALL BE AS NOTED IN THE SPECIFICATIONS. PRECAST REINFORCED CONCRETE MANHOLE SECTIONS & BASE SLAB PER ASTM C478, FURNISH PRECAST MANHOLE SECTIONS WITH 0 -RING GASKETS & LUBRICANT EXCEPT AS OTHERWISE SPECIFIED. A 12" OR 18" BARREL SECTION SHALL BE INSTALLED UNDER THE CONE WHENEVER POSSIBLE. FILL OPENING BETWEEN PIPE & MH WALL WITH CEMENT MORTAR. INSIDE SURFACE SHALL BE FINISHED SMOOTH. Call 48 Hours before digc or ca11811.com -ion Ground Alliance MAY, 2013 STORM SEWER MANHOLE CIT OF IN KE TYPE 4020 STR-5 0005341 DTF02.dwg TAT -1 `__ Date: 07/01/16 Sheet: 13 of 13 VV ooas nage: Phase 1 & 2 Details Lino Lakes, MN WOODS KNOW ALL PERSONS BY THESE PRESENTS.• That D.R. Horton, Inc.—Minnesota, a Delaware corporation, fee owner of the following described property situated in the County of Anoka, State of Minnesota, to wit: Outlot B and Outlot D, THE VILLAGE NO. 3, according to the recorded plat thereof, Anoka County, Minnesota. Have caused the same to be surveyed and platted as WOODS EDGE and do hereby donate and dedicate to the public for public use forever the public ways and the drainage and utility easements as shown on this plat. In witness whereof said D.R. Horton, Inc.—Minnesota, a Delaware corporation, has caused these presents to be signed by its proper officer this day of . 20 D.R. HORTON, INC.—MINNESOTA EDGE CITY OF LINO LAKES COUNTY OF A N OKA SEC. 17, T 3 11 R. 22 CITY COUNCIL, CITY OF LINO LAKES, MINNESOTA This plat of WOODS EDGE was approved and accepted by the City Council of the City of Lino Lakes, Minnesota, at a regular meeting held this day of 20 and said plat is in compliance with the provisions of Minnesota Statutes, Section 505.03, Subdivision 2. CITY COUNCIL, CITY OF LINO LAKES, MINNESOTA Mayor Clerk COUNTY SURVEYOR By I hereby certify that in accordance with Minnesota Statutes, Section 505.021, Subd. 11, this plat has been reviewed and approved this day of 20 Its STATE OF MINNESOTA COUNTY OF The foregoing instrument was acknowledged before me this day of 20, by its of D.R. Horton, Inc.—Minnesota, a Delaware corporation, on behalf of the corporation. (Signature) Notary Public, My Commission Expires County, Minnesota (Name Printed) 1, Craig W. Morse do hereby certify that this plat was prepared by me or under my direct supervision; that l am a duly Licensed Land Surveyor in the State of Minnesota; that this plat is a correct representation of the boundary survey; that all mathematical data and labels are correctly designated on this plat; that all monuments depicted on this plat have been, or will be correctly set within one year; that all water boundaries and wet lands, as defined in Minnesota Statutes, Section 505.01, Subd. 3, as of the date of this certificate are shown and labeled on this plat; and all public ways are shown and labeled on this plat. Dated this day of , 20, Craig W. Morse, Licensed Land Surveyor Minnesota License No. 23021 STA 7E OF MINNESOTA COUNTY OF HENNEPIN The foregoing Surveyor's Certificate was acknowledged before me this Morse, Land Surveyor, Minnesota License No. 23021. (Signature) Notary Public, My Commission Expires County, Minnesota day of (Name Printed) 20 , by Craig W. Larry Hoium, Anoka County Surveyor COUNTY AUDITOR/TREASURER Pursuant to Minnesota Statutes, Section 505.021, Subd. 9, taxes payable in the year 20__— on the land hereinbefore described have been paid. Also, pursuant to Minnesota Statutes, Section 272.12, there are no delinquent taxes and transfer entered this day of P 20 Property Tax Administrator By Deputy COUNTY RECORDER/REGISTRAR OF 777LES COUNTY OF ANOKA, STA 7E OF MINNESOTA / hereby certify that this plat of WOODS EDGE was filed in the office of the County Recorder/Registrar of Titles for public record on this day of 20 at o'clock M. and was duly recorded in Book Page as Document Number County Recorder/Registrar of Titles :A Deputy Westwood Professional Services, Inc. Sheet 1 of 4 sheets WO ODS ED GE 26-65--- _ N01 °03'07"E "C"I N37050'10"W N20 5 76 21.17 WETLAND 2 1 I N1y 0 o 9 s.5� \ \ \ 2 �� �Fj• NO1 5O'07"E 40, 46 N16°29 N36014'33"W WETLAND WETLAND--\\\ - , _»w 17_6. 56 1ArR_ 06.99 i S005°24.68'715 "W 4,37O N07°14 1 o=5°02'10" 79 .S7 00 0 , R=301 27„ N01 °49'58"W 87.19 2g 4 0p I N04 43 W 240.60 _ — 27..66 p 53 % i \WETLAND- \ / N06- 55'08 270.11 i ` DRAINAGE & UTILITY EASEMENT 'p4" ` --- \ OVER ALL OF OULOT C p=9° 26 631 "p0 WETLAND- \ 'y / „W R 103.90 OUTLOT 8 4 \ 12 3$„ N16 3 1.64 28 U' OUTLOT C R$04 00 63 5 `� 1 20 21 22 23 24 25 26 27 96.a 16 17 18 19 000 6'15” 14 15 �N$ 7' 2 .68 eco° N25° O So, 10 11 12 13 (SEE SHEET 4 OF SHEE S) - =530.00 \ 4 9 <. ° 085 »w 281.71 p 7018'23" - � 8 2 JQ s • � 7 N06 Oo 00 �° 0 6 ,1 "W --=7°18'23„ O �� r-r\/C BZ I/ vni�V R=470.00 5 N 6 .64 _ .0 V .3 00.� 6.12 o h 4 _ ° 6 04 � i -``\` - �. \\\ N08058'090 9°24'24" i V `� 3 p—g 2 , 4„ °52'08"E Z81.71 �� ___---- 10.67 c� ° \ 2 0.00 ,, �_9°26 00 S06 29.8 ' o o - N00008'37"E 180.00 R% 5° 41, 38 ,, R= 470' 0 NO °2 '15" 8 ,� r7 ZZ QHS $°14,3 \1 13 14 13 12 11 10 g o O -FOUND LS #14889 \ o °05 5 pR�4�0.0 31.6q "W OUTLOT E 00, �., x°181 ��, 15 3 00 4 cn \ 4=44°25 28"\___-� �jl R=19.00 �O 14 73 "� .� \ \ I O 60 \�ry� 96 5 •O � \ \ 04r O O SZ'S\ 6016+GJ1 52 66 `1 A x� rn 0' �O •O OUTLOT D �\� 0 s�R�,, S�6 00 02¢.019 TAY /T-100 LJ Y 7 6 o 4 � OUTLOT C a, N 6 "' +� 00 h oDRAINAGE & UTILITY c� rn EASEMENT OVER ALL O z OF OULOT C i rn 03 SOUTH LINE OF OUTLOT 3,-, 00 THE VILLAGE NO. 3 5 7 N06 Oo 00 �° 0 6 ,1 "W --=7°18'23„ O �� r-r\/C BZ I/ vni�V R=470.00 5 N 6 .64 _ .0 V .3 00.� 6.12 o h 4 _ ° 6 04 � i -``\` - �. \\\ N08058'090 9°24'24" i V `� 3 p—g 2 , 4„ °52'08"E Z81.71 �� ___---- 10.67 c� ° \ 2 0.00 ,, �_9°26 00 S06 29.8 ' o o - N00008'37"E 180.00 R% 5° 41, 38 ,, R= 470' 0 NO °2 '15" 8 ,� r7 ZZ QHS $°14,3 \1 13 14 13 12 11 10 g o O -FOUND LS #14889 \ o °05 5 pR�4�0.0 31.6q "W OUTLOT E 00, �., x°181 ��, 15 3 00 4 cn \ 4=44°25 28"\___-� �jl R=19.00 �O 14 73 "� .� \ \ I O 60 \�ry� 96 5 •O � \ \ 04r O O SZ'S\ 6016+GJ1 52 66 `1 A x� rn 0' �O •O OUTLOT D �\� 0 s�R�,, S�6 00 02¢.019 TAY /T-100 LJ Y 7 6 5 4 3 N 2 +� h c� O 2 3 4 5 6 7 1 8 tK 6 R=151.00 p D=31 °33'12" / FOUND 3/4" SOLID-' CITY OF LINO LAKES COUNTY OF A N OKA SEC. 17, T 3 1, R. 22 �r i 50 0 50 100 150 Scale in fee It Scale: 1 Inch = 50 Feet The south line of Outlot B, THE VILLAGE NO. 3, is assumed to bear N 89033'45" W. o Denotes 1/2 inch by 14 inch iron rebar set and marked by License No. 23021 • Denotes 1/2 inch by 14 inch iron rebar found and marked by License No. 44125, unless otherwise noted Wetlands were delineated by Westwood Professional Services Sheet 2 of 4 sheets 00,0 5,,, 1p b1 co 0< �0� D0N' S11044'31'E 2/ 15.34 0 #A EDGE INSET A (FROM SHEET 2 OF 4 SHEETS) ME Jh " N O Ks O (A v i (0(- W N �O NO O Z 1 00 r00 �9 D 30 0 30 60 90 Scale in fee t Scale: 1 Inch = 30 Feet The south line of Outlot B, THE VILLAGE NO. 3, is assumed to bear N 89033'45" W. o Denotes 1/2 inch by 14 inch iron rebar set and marked by License No. 23021 • Denotes 1/2 inch by 14 inch iron rebar found and marked by License No. 44125, unless otherwise noted Sheet 3 of 4 sheets ,�,8026,040 R:631. 90 I z:10� DRAINAGE & U�FIOUTLOT TY BEN OVER ALL 0 0)�*iWZt!W4 N06°520811W 270.11 OUTLOT B INSET B (FROM SHEE T 2 OF 4 SHEE TS) p=5°02'10" R=,314. 00 - . L=27.60 I i =5°02'10„ 6 00 N01 °49'58"W 87.19 aR 354 90 y „ g9 4 �00�� X36 � p o 0 �\ 00 R=28 N01 °49'58"W 87.19 1 '6'- `rte \ L=25.14 i'� 'n` I I �R6' 6j I Ai - i S01 °49'58"E 126.00 N06° OS 52'"W 270.11 22.00 30.00 30.00 22.00 22.00 O 00 30.00 O 018 5208 22.00 cn Z co N16 31.64 4" E &UTILITY EASEMENT 28 S06° 22 0017 22.00 x.9603.0° i DRAINAGE ALL OF LOT 28�. 22.00 22.00 Z 38" R, 9 I 30.00 Z 0 2 Q�g ��� 0p L_g9.2 S06°52'08"E 148.022 00 30.00 o o° 20 oV 21 0 ,9 85 cc 0 12"W 22.00 cn c,, w o 0 19 cn R�6 N16 18 _4 0 \� 3p.00 22.00 22.00 Z oho o o° v �7 � %8 -n N r"- r*i v � N Ri rn o% 38" 31.64 \ 00 cc w �2 o v v 15 6 tv ,6 00 04.0° 30' `'�=n w o o U) - 13 c3; 14 vi �? Ri 0 0 3 55 0360° E 1 22.00 o i, o° N N N N rn rn o 00 0 W °'$° \ Lg2 515 2.00 � ii v�,` N - �' o Ri m o 0 00 00 22.00 2 _ \\ \\ II �, o 00 22• '50 /� V) ?� ro 0o ii �`? 10 r,� No NN o cn C, 00 ��-4.00 22.00 , 22• 5005 \\ 30.0041 � - �� ''� �, cn v i 22.00 N N �, 0 9 u rn N_ o0 4 v v 30.00 81. % 2 4 N Z 7 g ��� N �� N v 22.00 30. oo IV06 °52 08 W 2 0 � o m �2 g1 cfl a �'i �° g° 3°.° ��\ o o r o cn i� n 0 18 `� ,/ X 15.11 22.00 005'5° W 6 °° 0° Q_ \�� 0 6 \�o\\� N 1 05418" a L3 30 11 ' -- ,000 N25 5'50E ° 22 cr o� ,z; �; �' \ i�i� L2 26.87 87.2%00 I 0 h0 CO O 52500 22•° Z o+5 rn a' rn,1\ n\\\ 22 00 % R-5�2 104" �v o0 0 o „ - 3 64 11V Q,9 0 0�� 2 ) o N % 0150 1• 2 p N'O. ° o Q �'cA o �� 111 30 08 ��1601$1 30 ° � �_ 3 4 N� C) 01414 5 �' S _3 3 v_ 2 o 3° ° $ 530.008" 1 0°hr 3 w �� p� o rn CP 0 0 W °° 6l ' 950 CT)�- � � ,50"`� 22. 005 o, 50 05 00N25 N2 30• Y, rn o 0 C) O� �- _Op � !L 1 Noo'10 .35 50"E 0 ory �� a ,, 96 53 60A65 52 Z 66 00 23 00 24 25 26 C 27 ° Ln `� W o O O O O O O N O �O Ln 2 N O N h� N)\ \\ N � J No o � (Z1%' Ioo NN a° /j /� o NQS No CIO q v 00 1 JCoI 2.37 -� 12.32 17.36 30.00 \�� 16.23 '- 67.59 I29.68- I R=530- 00 N00 °26'15 T p_ 7 °18 23 _ 0z S00026'15"W 54.87 S00026'15"W 53.00 O 5 0 X�' ss�o S00026'15"W 53.00 UN 4 N N S00026'15"W 53.00 0 3 0 N N N N S00 °26'15 "W 53.00 0 2 0 N N S00026'15" W 53.00 -- 6=8°13'05" 00 9.18 R=64. 00 O S81 °20'40 "E 1 O ---�` 7.69 so0 s W- �w \ `�\ X�' ss�o UN 30 0 30 60 90 1 REI Scale in fee t Scale: 1 Inch = 30 Feet The south line of Outlot B, THE VILLAGE NO. 3, is assumed to bear N 89033'45" W. o Denotes 1/2 inch by 14 inch iron rebar set and marked by License No. 23021 • Denotes 1/2 inch by 14 inch iron rebar found and marked by License No. 44125, unless otherwise noted S2>o 7 �g .......25.03....... 502°30'41 "E 1 6 W L O Q I - Wo --j Q) J LO �Q v. � Q) 00 Ca 0 N00026'15"E 53.00 -,6=9025'01" 12.21 R= 74.28 i i N08°58'09W 76.12 Sheet 4 of 4 sheets S © COPYRIGHT D.R. HORTON, INC. These plans, and the concept thereof are the exclusive property of D.R. Horton Inc., And may not be reproduced or used without written consent. ASPHALT SHINGLES VENT 1/300th OF ROOF AREA 50% TO 80% NEAR RIDGE REMAINDER IN SOFFIT PER MRC SECTION R806 FLASH OVER ALL EXT OPGS E BETWEEN UNITS 4'-0" 4'-0" FIRE -TREATED FIRE -TREATED PLYWOOD PLYWOOD 36"H. ALUM RAILING PER SPEC. 110111101101111111Q 1111-111 � 11101111ISI IN0111110111111101111111011111 X00 1111-1111101111111�1111-1111111-1111111-111 �0 II © LAP SIDING "B" © N/A O 11111-111111111111111-11 JIFII-IlllFtil-illiFILlillilFil-lilI BOARD & BATTEN 10111111-11111111111111 SHAKE SIDING Oj 6-1/2" BEAD BOARD BETWEEN UNITS 4'-0" 4'-0" FIRE -TREATED FIRE -TREATED PLYWOOD PLYWOOD STEEL PANEL OVERHEAD DOOR STEEL PANEL OVERHEAD DOOR I I I I I I I I I I I I I I I I i I I I I i I I ITHE UNION THE METRO L_J L_J L_J L_J L_J BETWE�N UNITS 4'-0" 4'-0" FIRE -TREATED FIRE -TREATED PLYWOOD PLYWOOD r'% r A 1-1 r 1 r\ / A T I /-1 A I 0 ILI� REF 1111-1111101111111�1111-1111111-1111111-111 O LAP SIDING "A" © LAP SIDING "B" © N/A O 11111-111111111111111-11 FRI _111 I BOARD & BATTEN OF SHAKE SIDING Oj 6-1/2" BEAD BOARD STEEL PANEL OVERHEAD DOOR I I I I THE UNION L - J RIGHT SIDE ELEVATION 1/4"=11-091 LEFT SIDE ELEVATION 1 /4"=1 '—O" SIDING LEGEND REF PRODUCT O LAP SIDING "A" © LAP SIDING "B" © N/A O 5" TRIM - VINYL LINEAL OE BOARD & BATTEN OF SHAKE SIDING Oj 6-1/2" BEAD BOARD 2200 SERIES ROW HOMES 2.0 DRAWN: 06-02-15 CCC REVISED: 6 -20 -16 -AW 0 A E A E I i I i � I i i I i � I I UNIT 1 oro UNIT 2 or 3 I i n i n WDW #1 30 SQ. FT. WDW #8 30 SQ. FT. I4'-0/_0" I J z 8:,2 WDW #2 Qe 812 z z ! 11 � F 11 INCLUDES BOX BAY 45.42 SQ. FT. WDW #9 26.25 SQ. FT. z " z W 5.75:12 0 ) w LU X Uj 5.75:12 z z II o ! o II WDW #3 19.25 SQ. FT. WDW #10 19.25 SQ. FT.Ui ! U_ w w II o II o ! o II z LU z CL J UjJ WDW #4 14 SQ. FT. WDW #11 14 SQ. FT. a a F 11 ® ® 11 w w WDW #5 14 SQ. FT. WDW #12 14 SQ. FT. ® ® 14'RI�GEVENT a ! a WDW #6 10 SQ. FT. WDW #13 10 SQ. FT. 8:12 IILU II I� DOOR #7 22.78 SQ. FT. DOOR #14 22.78 SQ. FT. z 5.7512 „ 5.7512 11 5.75:12 II CII 5.75:12 TOTAL 155.45 SQ. FT. TOTAL 136.28 SQ. FT. o I1 II 8:12 FENESTRATION FENESTRATION I , II ; II I 8:12 ! ! I II ! TOTAL TOTAL UNIT ! 8: 587.53 SQ. FT. 517.12 SQ. FT. FRONT -FACING AREA FRONT -FACING AREA 812 \21 8:12 6:N2 6.h2 1 8:12 8:12 155.45 = 26.46% of 587.53 136.28 = 26.35% of 517.12 I I I B H A E J B H A E J OSB SHEATHING AT ALL GABLES, OR WHEREVER SHAKES & BOARD -N -BATTEN MATERIAL IS USED 0 1'-6" 8 12 00010NONNI 00 1610.1flim riwol MEN INS 2 STONELEDGE © COPYRIGHT D.R. HORTON, INC. 2008 These plans, and the concept thereof are the exclusive property of D.R. Horton Inc., And may not be reproduced or used without written consent. 2210-A V BETWEEN UNITS 4' -0"4' -"' FIRE -TREATED FIRE -TREATED PLYWOOD PLYWOOD i I I I I I I i I 12 j �8 i i i I i I II �-g" 2❑ 5.75:12 PITCH ■■■ ■■■ '■ ■■■ ml� ■■■ m„ ■`4 2 ghl Lim � _ Irl.... `i■ 6:12 PITCH ADDRESS NUMBER SIDEWALK STEPS VERIFY RISERS PER GRADE 7 I�' F 0_00 MEN IIIIIIIINNINNE 16,10.1flim MEN 010011000 100011000 N, 11 V BETWE!)N UNITS 4'-0" 4'-0" FIRE -TREATED FIRE -TREATED PLYWOOD PLYWOOD I I I I I I I I I i i i i i 0 I LU LU 0 0 a ROOF PLAN 1 /8"=1'-0" 3 4 V BETWEEN UNITS 4'-0" 4'-0" FIRE -TREATED FIRE -TREATED PLYWOOD PLYWOOD 5.75:12 PITCH OSB SHEATHING AT ALL GABLES, OR I WHEREVER SHAKES j & BOARD -N -BATTEN j MATERIAL IS USED 12 8 12 i 8 i E D i I 1'-E I I I B 001101001100 NOMINEE NEI °�' ■■ : - - - .__ �.�.,.. � - - ,.�.�■gym - - -� � � I�i�� ��� �� �.�■i � ■■ "►"' GRADEM Lei Ll I NIEMEN SIDEWALK STEPS SIDEWALK STEPS VERIFY RISERS VERIFY RISERS PER GRADEPER FRONT2215-B 2215-C • 6:12 PITCH ADDRESS NUMBER SIDEWALK STEPS VERIFY RISERS PER GRADE soil01100 ■■ ■■_■ MEN 2210-A �C�7►1��glIel� 8:12 BASE PLANS REVISED: 5117116 FIRE SUPPRESSION SYSTEM INCLUDED "SEE UPONOR PLANS" 2015 BUILDING AND ENERGY CODES 5" VINYL TRIM J PRODUCT J LAP SIDING "A" Z LAP SIDING "B" Z N M O N M DE 5" VINYL TRIM TYPICAL WDW & DOOR TRIM AT FRONT ONLY 1/2"= 1 1-011 7-114" FLR LINE BLOCKING AT LIGHT FIXTURES 1/2"= 1 '-0" SIDING LEGEND REF PRODUCT O LAP SIDING "A" © LAP SIDING "B" © N/A O 5" TRIM - VINYL LINEAL DE BOARD & BATTEN OF SHAKE SIDING 0 6-1/2" BEAD BOARD 2200 SERIES ROW HOMES 1.0 0 DRAWN: 06-02-15 CCC REVISED: 6 -20 -16 -AW X © COPYRIGHT D.R. HORTON, INC. 2008 These plans, and the concept thereof are the exclusive property of D.R. Horton Inc., And may not be reproduced or used without written consent. UNIT 1 or 5 WDW #1 30 SQ. FT. WDW #2 (INCLUDES BOX BAY) 45.42 SQ. FT. WDW #3 19.25 SQ. FT. WDW #4 14 SQ. FT. WDW #5 14 SQ. FT. WDW #6 10 SQ. FT. DOOR #7 22.78 SQ. FT. TOTAL FENESTRATION 155.45 SQ. FT. TOTAL FRONT -FACING AREA 587.53 SQ. FT. 155.45 = 26.46% of 587.53 OSB SHEATHING AT ALL GABLES, OR WHEREVER SHAKES & BOARD -N -BATTEN MATERIAL IS USED 12 1'-6" E MEN lmimi-l-l-im I FO -0-1 ■ ■■ WE] MEN 2 UNIT 2, 3 or 4 WDW #8 30 SQ. FT. WDW #9 26.25 SQ. FT. WDW #10 19.25 SQ. FT. WDW #11 14 SQ. FT. WDW #12 14 SQ. FT. WDW #13 10 SQ. FT. DOOR #14 22.78 SQ. FT. TOTAL FENESTRATION 136.28 SQ. FT. TOTAL FRONT -FACING AREA 517.12 SQ. FT. 136.28 = 26.35% of 517.12 NMI V BETWEEN UNITS 4'-0" 4'-0" FIRE -TREATED FIRE -TREATED PLYWOOD PLYWOOD 5.75:12 PITCH ■ ■ ■■■ mn'i ■■■ I■ ■_ ■■■■■■ ■ = ■row mmmlm rm�■ �� ■ ■ ■�©� p ��� �®'�■• Ilii ■C■`r♦CI�I`i■� NJ =0 o� �- ■■ ■■ �� of 2210-A 6:12 PITCH ADDRESS NUMBER 1111111 ■i!ill_r� SIDEWALK STEPS VERIFY RISERS I PER GRADE I I I I 8 F UNIT 2❑ MENNEN NOMINEE rainiflim MEN 0100111000 No W, 11 8:12 11 z z LLJ z II II Lu > w w II j LU ! 5.75:12 j o o cc U_ w j w 1 II w W II w ! w LU ! � 1 II LL U_ II ® ® '0 O 1 0 ! o 8:12L8:12 I a ! a j II � 1 � II 5.75:12 5.75:12I; ; II j ! I ! II 8:12 i i I 02 1 8:12 8:12 1 I 1 I 1 i I B H A E J B H A E J I i i i I 1�� J I i J LAP SIDING "A" II I I �_ �� 1_ 11 II 8:12 J j z O N M I 5" VINYL TRIM O � I 11 II 0 6-1/2" BEAD BOARD II z I z I v ; v II 5.75:12 U_ o o LU U z II o II LU w II o <+ z ! z J J II v v LU w w ® ® U_ E II IFFI II } 14' RI�GE VENT Uj U II II U_ II 1 I 5.75:12 II i j 5.75:12 j II I II ! II 8:12 II i j i j I 6:12 8:12 8:12 1 8:12 8:12 1 I j ; i I i I ROOF PLAN 1/8"= 1 1-011 4 V V V BETWE!)N UNITS BETWEF)N UNITS BETWEEN UNITS 4'-0" 4'-0" 4'-0" 4'-0" 4'-0" 4'-0" FIRE -TREATED FIRE -TREATED FIRE -TREATED FIRE -TREATED FIRE -TREATED FIRE -TREATED PLYWOOD PLYWOOD PLYWOOD PLYWOOD PLYWOOD PLYWOOD I I I 5.75:12 PITCH I I I I I I I I i I i 1'-6" i iLdi i Uw A B A F FH1D D ------ ---- -------------------------]-I-[- 110111010011100 MEN No Imm 111111111 . 10 1,X1111Ellin mill ■�■��I■�■� !e!�I�! ;; ;; : ..■.-1_.■.-1_.■..1_....1_....1_....1_....1_.... I I I I I ISO roll ME MEN, o�; SIDEWALK STEPS VERIFY RISERS I VERIFY RISERS PER GRADE i PER GRADE I 2215-B 2215-C I ,gL FRONT ELEVATION 1 /4"=1 '-099 No 0100111000 INS 8 �11■I■1�1■I■1�1■I�e -� ■:�:fad=:�HIM MEN MENI I �_�;■ Z w LU 0 01 0 5❑ 8:12 BASE PLANS REVISED: 717116 FIRE SUPPRESSION SYSTEM INCLUDED "SEE UPONOR PLANS" 2015 BUILDING AND ENERGY CODES OSB SHEATHING AT ALL GABLES, OR WHEREVER SHAKES & BOARD -N -BATTEN MATERIAL IS USED 12 8 E D OMNI 1MMMI MEN _,_i_,_,_,_, ■■ ■■■ ■■ 6:12 PITCH II —/,—ADDRESS NUMBER— ■■ o—_�■ ■■ ■■ moo.=o =i MEN 5" VINYL TRIM J PRODUCT J LAP SIDING "A" Z LAP SIDING "B" Z N M O N M 5" VINYL TRIM TYPICAL WDW &DOOR TRIM I AT FRONT ONLY 1/2"= 1 9-011 7-114" FLR LINE Do BLOCKING AT LIGHT FIXTURES 1/2"= 1 9-011 SIDING LEGEND 09 SIDEWALKSTE VERIFY RISE PER GRADE REF PRODUCT A LAP SIDING "A" © LAP SIDING "B" © N/A O 5" TRIM - VINYL LINEAL BOARD & BATTEN O SHAKE SIDING 0 6-1/2" BEAD BOARD 2200 SERIES ROW HOMES 1.0 0 DRAWN: 06-02-15 CCC REVISED: 7 -7 -16 -AW X © COPYRIGHT D.R. HORTON, INC. 2008 These plans, and the concept thereof are the exclusive property of D.R. Horton Inc., And may not be reproduced or used without written consent. UNIT BETWEEN UNITS BETWEEN UNITS 4'-0" 4'-0" 4'-0" 4'-0'. FIRE -TREATED FIRE -TREATED FIRE -TREATED FIRE- TREATED PLYWOOD PLYWOOD PLYWOOD PLYWOOD A E I I I I I I BASE PLANS � I 1 i i I � I � I I ! I 1 4' - REVISED: 7/7/16 II II I I I ww 8:12 I z z 8:12 U U w Z II I SII I I I 5.75:12 5.75:12 I 5.75:12 o I o I 5.7512 z I I II o I o 1 0 ¢ I EF w w II I I a I v II o ! o II Z I w 1 I J I J 11 FIRE SUPPRESSION U ; J I 14'RIDGEVENT SYSTEM INCLUDED a. I 1 I II 8:12 I w 8:12 II I II *SEE UPONOR PLANS* I I 1 L F i 5.75:12 i II 5.75:12 5.75:12 i 5.75:12 5.75:12 � 5.75:12 � 5.75:12 i o wII ! 5.75:12 II G II I i ¢ I 812 0 II ; II I I I I 8:12 II 2015 BUILDING AND I 1 8:12 1 i \lNl ENERGY CODES 8:12 fi12 I 8,2 812 1 6:N2 6!h2 ' 1 a,z 1 s:1z . I i I i I i I B H A E J OIL ROOF PLAN 5" VINYL TRIM 3/32"=1'-0" z z BETWEFIN UNITS BETWEEN UNITS BETWEEN UNITS 4'-0" 4'-0" 4'-0" 44" 4'-0" 4'-0" FIRE -TREATED FIRE -TREATED FIRE -TREATED FIRE -TREATED FIRE -TREATED FIRE -TREATED PLYWOOD PLYWOOD PLYWOOD PLYWOOD PLYWOOD PLYWOOD I I I FRONT ELEVATION 3/1 6"=1 '—O" IE !E 5" VINYL TRIM TYPICAL WDW & DOOR TRIM AT FRONT ONLY 1/2"= 1 1-01, I I I I I l BLOCKING AT 'dk LIGHT FIXTURES 1/2"= 1 1-01, SIDING LEGEND REF PRODUCT O LAP SIDING "A" © LAP SIDING "B" © N/A O 5" TRIM - VINYL LINEAL O BOARD & BATTEN O SHAKE SIDING O 6-1/2" BEAD BOARD 2200 SERIES ROW HOMESAX DRAWN: 06-02-15 CCC REVISED: 7 -7 -16 -AW © COPYRIGHT D.R. HORTON, INC. 2008 These plans, and the concept thereof are the exclusive property of D.R. Horton Inc., And may not be reproduced or used without written consent. 1❑ UNIT � 2 � BETWEEN UNITS BETWEEN UNITS 4'-0" 4'-0" 4'4" 4'4" FIRE -TREATED FIRE -TREATED FIRE'TREATED FIRE -TREATED PLYWOOD PLYWOOD PLYWOOD PLYWOOD D 8:12 C C A E I ' I ! ; I I II 8:12 I II REF ! ! II ! II DA LAP SIDING "A" © w II 5.75:12 I 5.75:12 ! z 0 LL OF I w II oll J � F IIz I w I U I ® ® � v 10' RIDGE VENT I II v a w 1 w ! 5.75:12 I 5.75:12 5.75:12 II G II I I I II II II II I u! ! I 1 0!%2 I j I 8:12 8.12 I � I j B H A I E J BETWEEIN UNITS 4'.0" 4'-0" FIRE -TREATED FIRE -TREATED PLYWOOD PLYWOOD I BASE PLANS I I I � � I ; ; II 4A" �n�1�I REVISED: 717116 ,,; II II z z z z II yl I ' 8:12 w w I Z w U I U U U II 2� ! w 5.75:12 0¢ II w I w II w I w > II o II II o o 0 I 5.75:12 0 1 0 X11 ! X11 ! FIRE SUPPRESSION II � II I w i w w i w 10'RIDGEVENT 14' RIRGE VENT SYSTEM INCLUDED II II II I II I II 8:12 5.75:12 *SEE UPONOR PLANS* II � I I II I II I II II 5.75:12 5.75:12 I I 5.75:12 5.75:12 I C 1:12 8:18 II ! II ! I 8:12 II II ! 2015 BUILDING AND I � II 1 II 1 I 8:,2 8:12 15:"2 ! ! ENERGY CODES I I ; I s:"2 8:12 812 I 8:12 812 1 i i I I ROOF PLAN 3/32"=1'-0" 4 � 5 I 4'-0" 4'-0" FIRE -TREATED FIRE -TREATED PLYWOOD PLYWOOD BETWEI)N UNITS 4'-0" 4'-0" FIRE -TREATED FIRE -TREATED PLYWOOD PLYWOOD BETWEEN UNITS 4`01. FIRE -TREATED I FIRE TREATED PLYWOOD PLYWOOD 7❑ FRONT ELEVATION 3/1 6"=1 '-O" FLR LINE FLR LINE 5" VINYL TRIM a a 5" VINYL TRIM TYPICAL WDW & DOOR TRIM AT FRONT ONLY 1/2"=1'-0" I I I I I 7-114" BLOCKING AT LIGHT FIXTURES 1/2"=1'-0" SIDING LEGEND REF PRODUCT DA LAP SIDING "A" © LAP SIDING "B" © N/A 0 5" TRIM - VINYL LINEAL O BOARD & BATTEN OF SHAKE SIDING 0 6-1/2" BEAD BOARD 2200 SERIES ROW HOMES DRAWN: 06-02-15 CCC AX REVISED: 7 -7 -16 -AW PLANNING & ZONING BOARD AGENDA ITEM 5B STAFF ORIGINATOR: P & Z MEETING DATE REQUEST: CASE NUMBER: APPLICANT: REVIEW DEADLINE: Katie Larsen, City Planner August 10, 2016 PUBLIC HEARING Chavez Preserve 1. Preliminary Plat PP2016-005 Royal Oaks Realty, Inc. Attn: Marcel Eibensteiner 1000 County Road E West Shoreview, MN 55126 Complete Application Date: July 11, 2016 60 -Day Review Deadline: September 9, 2016 120 -Day Review Deadline: November 11, 2016 Environmental Board Meeting: July 27, 2016 Park Board Meeting: NA Planning & Zoning Board Meeting: August 10, 2016 City Council Work Session: September 6, 2016 City Council Meeting: September 12, 2016 BACKGROUND The applicant submitted a land use application for a preliminary plat called Chavez Preserve. The proposed development is a 6 lot single family residential subdivision. It contains 1 existing parcel (177 White Pine Road) that is approximately 2.18 gross acres. This staff report is based on review of the following plan sets: • Preliminary plat prepared by EG Rud & Sons, Inc. dated July 11, 2016 • Civil engineering plans prepared by Plowe Engineering, Inc. dated July 11, 2016 • Stormwater Drainage Report -Chavez Preserve prepared by Plowe Engineering, Inc. dated July 11, 2016 1 ANALYSIS Existing Site Conditions The 2.18 acre site is located at 177 White Pine Road. The legal description is Lot 1 and Lot 2, Block 1 Arthur E. Thom Acres that was platted in 1949. The site has 1 existing single family home and 2 detached accessory structures. The house and accessory structures will be removed. A small tree stand is located along White Pine Road. The site is relatively flat with elevations ranging from 896-900 feet. The soils are fine sand and loamy fine sand, not hydric and are classified as Hydrologic Group A that signifies the soils are drained and have good infiltration. Comprehensive Plan Chavez Preserve is consistent with the goals and policies of the comprehensive plan in regards to resource management, land use, housing, transportation and utilities. Resource Management System Plan The Resource Management System Plan provides the conservation design framework for the Comprehensive Plan and sustainable decisions regarding growth and development. It provides a unified system approach to natural resource management and natural resource based amenities. Goals of the Resource Management System Plan include: • Natural Resources and Amenities o Goal #l: Identify, protect and preserve the desirable natural areas and ecological and aquatic resources of the community. o Goal #2: Initiate and continue vigorous collaborations and programs to address, restore, and preserve the water quality of the region's lakes, wetlands and other aquatic assets. Land Use Policies o Goal #1: Ensure that well-planned, quality residential, commercial, industrial and institutional development to accommodate the city's projected growth needs occurs in a manner that also conserves and enhances the city's natural resources and amenities. The Resource Management System Plan identifies a small portion of greenway system corridor abutting the north boundary of the site that is related to the wetlands surrounding Baldwin Lake. On July 27, 2016, RCWD visited the Chavez Preserve site and found no evidence of wetlands. No wetland delineation is required. The greenway system will be protected by locating the stormwater management ponds adjacent to it. The ponds will serve multi -functional purposes by providing stormwater management and creating a wetland buffer. The storm ponds and buffer will also be protected with drainage and utility easements. No trails or parks are recommended in Resource Management Plan in this area. Chavez Preserve meets the goals of Resource Management System Plan by identifying and protecting the greenway corridor with a stormwater ponding buffer and drainage and utility easement. Land Use Plan Goal 2: Ensure that zoning and subdivision ordinances and official maps are consistent with the intent and specific direction provided within the Comprehensive Plan. Policies: 1. Ensure developers meet the standards specified within the land -use plan and official controls, including zoning and subdivision ordinances and official maps. 2. Ensure compatibility of adjacent land uses. Density and Land Area Calculations The following chart implements Met Council's formula for calculating net density. Gross Area (acres) 2.18 Wetlands & Water Bodies 0.00 Public Parks & Open Space 0.00 Arterial ROW 0.00 Other (Undevelopable) 0.00 Net Area (acres) 1W 2.18 # of Units 6 Gross Density (units/acre) 2.75 L Net Density (units/acre) 2.75 Chavez Preserve meets the land use goals by developing a single family residential subdivision that is consistent with low density residential development as guided by the Comprehensive Land Use Plan. Low density residential development allows for 1.6 to 3.9 units per net acre. The net density for the development is 2.75 units per net acre. This is consistent with density requirements. Housing Plan Goal 1: Ensure housing development is compatible with existing and adjacent land uses and provides accessibility to key community features and natural resources. Chavez Preserve meets the goals of the Housing Plan. Existing and adjacent land uses are low density residential development and the proposed development is compatible with these land uses. Economic Development Plan The goals of the Economic Development Plan are not negatively impacted by the development of Chavez Preserve, a 6 lot single family residential subdivision. Transportation Plan Goal 1: Plan for and achieve required street improvements and connectivity throughout the City of Lino Lakes. Policies: 1. Develop a transportation plan that will identify and plan for needed public transportation options and street construction, upgrading, and related funding requirements. 2. Ensure by 2030 that main east/west and north/south transportation corridors are of good quality and allow for potential, required expansion and upgrades, i.e., widening, expanded capacity, turn lanes, and accommodating pedestrian and bicycle facilities. Goal 2: Ensure that streets and roads are as safe as possible. Policies: I. Identify potential traffic safety problem areas and adopt plans to lessen risks as traffic volume increases along these problem stretches and intersections. Chavez Preserve meets the goals of the Transportation Plan. White Pine Road is a classified as a minor collector road. It is an east -west collector between CSAH 49 (Hodgson Road) and CSAH 32 (Ash Street). The section of White Pine Road along the proposed plat of Chavez Reserve has 73 feet right-of-way and 32 feet back to back paved roadway. No sidewalk exists in the surrounding neighborhoods and sidewalk will not be required within this subdivision. The minor collector road has capacity and structural design to accommodate residential traffic from 5 new homes (1 home currently exists on site). A traffic study is not warranted. 2 Comment: 1. An additional 7 feet of right of way shall be dedicated on the plat to provide a full 40 feet of right of way from centerline. This will be consistent with the Rohavic Oaks Second Addition development on the south side of White Pine Road that was platted in 1990. Sanitary Sewer Plan Goal 1, Land Use Policies and Practices: Ensure that well-planned, quality residential, commercial, industrial and institutional development to accommodate the City's projected growth needs occurs in a manner that also conserves and enhances the city's natural resources and amenities. Goal 5, Community Facilities: Maintain the City's residents and businesses with an affordable and safe sanitary sewer system. The site is located in Sanitary Sewer District 1 (Sub -district IA) and is ultimately served by MCES Lift Station L69. An existing 12" PVC sanitary sewer main located along White Pine Road directly serves the development. The utility staging area is IA (2008- 2015). The sanitary sewer system has capacity for 5 additional single family residential homes (existing home is served by municipal sanitary service). Chavez Preserve is consistent with the goals of conserving natural resources and maintaining an affordable system by utilizing capacity of the existing municipal sanitary sewer main. The subject site is also within the current utility staging area and no sanitary sewer main extension is required. Water Supply Plan Goal 4, Community Facilities: Provide the City's residents and businesses with affordable potable water that is safe and of high quality for daily consumption and fire demand. The site is served by an existing 6" DIP watermain located along White Pine Road. The water supply system has capacity for 5 additional single family residential homes (the existing home is served municipal water supply). Chavez Preserve is consistent with the goals of the water supply plan by utilizing capacity of the existing municipal water supply system. Planning Districts The site is located in Planning District 1 and is guided for low density residential development. There are no specific planning recommendations for this site. The site is located within the Baldwin resource management units (RMU). 5 Zoning Current Zoning R-1, Single Family Residential Current Land Use 14 Rural Residential Future Land Use per CP Low Density Residential Rural Residential (1.6 to 3.9 units per acre) Utility Staging Area 1A=2008-2015 Surrounding Zoning and Land Use Direction Zoning Current Land Use Future Land Use North R-1, Single Family Rural Residential Low Density Vary 80-106 feet Residential 135 Residential South R -IX, Single Single Family Low Density 40 Family Executive Residential Residential East R-1, Single Family Single Family Low Density -Side Residential Residential Residential West R-1, Single Family Rural Residential Low Density Residential Residential Zoning Requirements Required per R-1 Proposed Min. Lot Size' (upland) 10,800 s.f. Ave. 15,854 s.f. Min. Lot Width (feet) 80 Vary 80-106 feet Min. Lot Depth (feet) 135 174 Building Setback (feet) -From Collector Roads 40 30 -Rear --Principal 30 30 -Side --Principal 10 10 --Accessory 5 5 Buffer Adjacent to 15 foot Not applicable in Collector front yards Impervious Surface 40% --Outside Shoreland 40% Reviewed at building District permit --Within Shoreland District 30% Reviewed at building permit Staff Comments: 1. The building setback from the collector road shall be revised to 40 feet. Building Requirements At the time of building permit, each individual single family dwelling unit will be reviewed for compliance regarding floor area, garage and design and construction standards. The existing single family home structure will be removed by the developer. Staff Comments: The 2 detached accessory structures shall be removed. a. The allowed square footage of attached and detached accessory structures is 1,200 s.f. and the existing structures plus the new attached garages exceed this limit. Subdivision Ordinance Conformity with the Comprehensive Plan and Zoning Code The preliminary plat is consistent with the comprehensive plan for low density residential development and zoning code requirements for R-1, Single Family as discussed above. Blocks and Lots The preliminary plat has 1 block, 6 lots and zero outlots. Streets and Alleys No new streets are proposed with this subdivision. White Pine Road is a classified as a minor collector road. It is an east -west collector between CSAH 49 (Hodgson Road) and CSAH 32 (Ash Street). The section of White Pine Road along the proposed plat of Chavez Reserve has 73 feet right-of-way and 32 feet back to back paved roadway. 7 Staff Comment: 1. An additional 7 feet of right of way shall be dedicated on the plat to provide a full 40 feet of right of way from centerline. This will be consistent with the Rohavic Oaks Second Addition development on the south side of White Pine Road that was platted in 1990. Easements Standard drainage and utility easements at least 10 feet wide are provided along all lot lines. Wider easements at least 10 feet above the high water level of the stormwater drainage ponds are proposed in the side and rear yards. Storm Water Management and Erosion and Sediment Control Per the Stormwater Drainage Report, the existing site is mostly open flat area with an existing residential house, two out -buildings, and access from White Pine Road. The site has 3 drainage areas: • Area 1: The northwest corner of the site flows directly northwest to Baldwin Lake. • Area 2: Most of the internal site flows to a low area and then flows north to Baldwin Lake. • Area 3: Frontage that flows directly to White Pine Road Two wet basins (retention ponds) are proposed in the rear yards. One basin for rate control is proposed in the front yard between Lot 5 and Lot 6. Infiltration ponds are not suitable in this area due to high water table. Staff comments: 1. Staff has concerns regarding the function and maintenance of the basin located in the front yard between Lot S and Lot 6 and requests the applicant re -analyze the plan. Utilities Sanitary Sewer An existing 12" PVC sanitary sewer main located along White Pine Road directly serves the development. Five (5) sanitary sewer services are stubbed to the property. A new service shall be stubbed to Lot 5. N. Watermain An existing 6" DIP watermain located along White Pine Road directly serves the development. Five (5) water services are stubbed to the property. A new service shall be stubbed to Lot 5. Public Land Dedication The City will require cash in lieu of land dedication. Since one (1) house already exists, fees will only be collected for 5 new lots. Chavez Preserve 1!7 5 lots x $2,500 = $12,500 Tree Preservation The goal of tree preservation is to minimize unnecessary loss of habitat, biodiversity and forest resource and to replace removed trees in areas where tree cover is most critical. The preliminary plat provides a tree inventory and the grading plan notes the trees proposed for removal. According to the plans, there are 31 total trees on the site and 29 trees are being removed. The 29 trees being removed are within basic use area (BUA) and no do not require replacement. The Environmental Coordinator reviewed and approved the tree plan. Landscaping Boulevard trees are required at the rate of one (1) tree per lot frontage for single family and two family lots. Six (6) boulevard trees are proposed which is compliant with the ordinance. The open areas landscaping ordinance requires 11 trees and 35 shrubs. Thirty-three (33) and 99 shrubs as proposed. The Environmental Coordinator reviewed the Landscape Plan and made comments regarding species and seed mix requirements. Environmental Assessment Worksheet (EAW) An Environmental Assessment Worksheet is not mandated. The proposed 6 single family residential units are under the 250 unattached unit thresholds. I Wetlands Wetland maps indicate the possibility of small wetland along the northwest boundary. No grading or structures are proposed in the area. On July 27, 2016, RCWD visited the site and found no evidence of wetlands. No wetland delineation is required. The greenway system will be preserved by locating the stormwater management ponds adjacent to it. The ponds will be multi -functional by providing stormwater management and creating a wetland buffer. The storm ponds will be protected with drainage and utility easements. Floodplain There is no floodplain on the site. Shoreland Management Overlay The site is located in a Shoreland Management Overlay district of Baldwin Lake. Baldwin Lake is a Recreational Lake with an OWHL elevation of 883.1. A setback of 75 feet from the OHWL is required for all primary and accessory structures; however, this setback does not impact any structures within the proposed development. Impervious surface coverage of 30% applies to all lots within the overlay district. Comments: 1. The shoreland management overlay district shall be shown on the preliminary plat. Growth Management Policy Per the Comprehensive Plan (page 3-27), an annual average of 230 units per year over each 5 year phasing period not to exceed 345 units in any 1 year is allowed. At the end of the 5 year phasing period unallocated units will be averaged out over the next 5 years. Chavez Preserve will be developed in one phase. Grading of the site is anticipated this fall. Final Plat A land use application for final plat shall be required. FINDINGS OF FACT Per the Subdivision Ordinance Section 1001.013, Premature Subdivision: (1) General. Any concept plan, preliminary plat or final plat deemed premature pursuant to the following criteria shall be denied by the City Council. 10 (2) Conditions for establishing a premature subdivision. A subdivision maybe deemed premature should any of the following conditions not be met. (a) Consistency with the Comprehensive Plan. Including any of the following: 1. Land use plan; 2. Transportation plan; 3. Utility (sewer and water) plans; 4. Local water management plan; 5. Capital improvement plan; and 6. Growth management policies, including MUSA allocation criteria. Chavez Preserve is consistent with the goals and policies of the comprehensive plan in regards to resource management, land use, housing, transportation and utilities as detailed in this report. The development is also consistent with the local water management plan, capital improvement plans and growth management policies. (b) Consistency with infill policies. A proposed urban subdivision shall meet the city's infill policies: 1. The urban subdivision must be located within the Metropolitan Urban Service Area (MUSA) or the staged growth area as established by the city's Comprehensive Plan; 2. The cost of utilities and street extensions must be covered by one or more of the following: a. An immediate assessment to the proposed subdivision; b. One hundred percent of the street and utility costs are privately financed by the developer; c. The cost of regional and/or oversized trunk utility lines can be financed with available city trunk funds; and d. The cost and timing of the expenditure of city funds are consistent with the city's capital improvement plan. 3. The cost, operation and maintenance of the utility system are consistent with the normal costs as projected by the water and sewer rate study; and 4. The developer payments will offset additional costs of utility installation or future operation and maintenance. Chavez Preserve is consistent with infill policies. The development is within the current Utility Staging Area 1A=2008-2015. No new street or public utilities are proposed. (c) Roads or highways to serve the subdivision. A proposed subdivision shall meet the following requirements for level of service (LOS), as defined by the Highway Capacity Manual: 1. If the existing level of service (LOS) outside of the proposed subdivision is A or B, traffic generated by a proposed subdivision will not degrade the level of service more than one grade; 11 2. If the existing LOS outside of the proposed subdivision is C, traffic generated by a proposed subdivision will not degrade the level of service below C; 3. If the existing LOS outside of the proposed subdivision is D, traffic generated by a proposed subdivision will not degrade the level of service below D; 4. The existing LOS must be D or better for all streets and intersections providing access to the subdivision. If the existing level of service is E or F, the subdivision developer must provide, as part of the proposed project, improvements needed to ensure a level of service D or better; 5. Existing roads and intersections providing access to the subdivision must have the structural capacity to accommodate projected traffic from the proposed subdivision or the developer will pay to correct any structural deficiencies; 6. The traffic generated from a proposed subdivision shall not require city street improvements that are inconsistent with the Lino Lakes capital improvement plan. However, the city may, at its discretion, consider developer -financed improvements to correct any street deficiencies; 7. The LOS requirements in divisions (2)(c)1. to 4. above do not apply to the I- 35W/Lake Drive or I-35E/Main St. interchanges. At city discretion, interchange impacts must be evaluated in conjunction with Anoka County and the Minnesota Department of Transportation, and a plan must be prepared to determine improvements needed to resolve deficiencies. This plan must determine traffic generated by the subdivision project, how this traffic contributes to the total traffic, and the time frame of the improvements. The plan also must examine financing options, including project contribution and cost sharing among other jurisdictions and other properties that contribute to traffic at the interchange; and 8. The city does not relinquish any rights of local determination. Chavez Preserve meets the requirements for level of service (LOS). The existing roads and intersections providing access to the 6 lot single family residential subdivision have structural capacity to accommodate the projected traffic. No street improvements are proposed. The city does not relinquish any rights of local determination. (d) Water supply. A proposed subdivision shall be deemed to have an adequate water supply when: 1. The city water system has adequate wells, storage or pipe capacity to serve the subdivision; 2. The water utility extension is consistent with the Lino Lakes water plan and offers the opportunity for water main looping to serve the urban subdivision; 3. The extension of water mains will provide adequate water pressure for personal use and fire protection; and 4. The rural subdivision can demonstrate that each of the proposed lots can be provided with a potable water supply. Chavez Preserve will have an adequate water supply. The site is served by an existing 6" DIP watermain located along White Pine Road. The water supply system has capacity for 5 additional single family residential homes (the existing home is served municipal water supply). 12 (e) Waste disposal systems. A proposed subdivision shall be served with adequate waste disposal systems when: 1. The urban sewered subdivision is located inside the city's MUSA or is consistent with the MUSA allocation criteria; 2. The city has sufficient MUSA and pipe capacity to serve the subdivision if developed to its maximum density; 3. The subdivision will result in a sewer extension consistent with Lino Lakes sewer plan and capital improvement plan; 4. A rural subdivision can demonstrate that each lot can be served by an adequate sanitary sewer disposal system; and 5. A rural subdivision with a proposed communal sanitary sewer or water system has an effective long range management and maintenance program with proper financing. Chavez Preserve will be served with an adequate waste disposal system. An existing 12" PVC sanitary sewer main located along White Pine Road directly serves the development. The utility staging area is IA (2008-2015). The sanitary sewer system has capacity for 5 additional single family residential homes (existing home is served by municipal sanitary service). RECOMMENDATION Staff recommends approval of the preliminary plat for Chavez Preserve with the following conditions: 1. Comments from WSB Plan Review letter dated August 3, 2016 shall be addressed. 2. Comments from Environmental Coordinator memo dated August 4, 2016 shall be addressed. 3. The two accessory structures shall be removed. 4. Sheet PP, Preliminary Plat, Resource Inventory and Certificate of Survey a. An additional 7 feet of right of way shall be dedicated on the plat to provide a full 40 feet of right of way from centerline. b. The shoreland district boundary shall be shown. c. Under Building Setbacks, the Front setback shall be revised to 40 feet. d. The 2 existing garage structures shall be shown as "remove". i. This shall be shown on an applicable plan sheets. 5. Sheet C1, Grading, Drainage & ESC Plan a. Staff has concerns regarding the function and maintenance of the basin located in the front yard between Lot 5 and Lot 6 and the applicant shall re -analyze the grading plan. b. Building pads shall meet 40 foot front setback. 6. Sheet Ll, Landscape Plan a. The boulevard trees shall be located in the boulevard. b. If the front yard basin remains, 13 i. It shall be shown on the plan sheet. ii. Landscaping shall be shown. iii. A maintenance plan for the basin shall be provided. ATTACHMENTS 1. Site Location Map 2. Aerial Map -200' Scale 3. Aerial Map -100' Scale 4. Zoning Map 5. Future Land Use Map 6. WSB Plan Review Letter dated August 3, 2016 7. Environmental Coordinator Memo dated August 4, 2016 8. Plan Set prepared by EG Rud & Sons, Inc. and Plowe Engineering dated July 11, 2016 14 BIRCH ST _ x _ on B 7� V BALDWIN LAKE ®®� ARROWHEAD DR OHWL 883.1 100 -yr 886.1 FIRM BFE 887 Hp,NITHORN-RD FIS BFE 887 CHERRY -LN w LINDEN LN -APPLE-LN- w Q PLUM -LN -U w J > o� Q G\R a z L\NaP U COYO of Chavez Preserve J-LINDAAVE L�NNDACT r Z� C9 62ND ST e� ry p RIC WHITE PINE RD Z Z = FC, SCHLAVI ° 0 O RAVENS -CT 0 O�O W 00 2 O 4' N TY ,OF Site Location Map W E ° 500 ,'°°° 2,000 Feet LINO KE S Aerial Map -200' Scale N. 0 -� .,.:Iwk.. a ,00 Zoo 40 CIS Y KE F Property S. Aerial Map -100' Scale N 0 50 100 200 AILC T Yn k O F W E Feet LNC KE Chavez Property S BALDWIN LAKE OHWL 883.1 100 -yr 886.1 FIRM BFE 887 _FIS_BFE 887 R-1 171 169 6259 6255 6251 173 R-1 6241 6231 6221 6227 R-1 177 6238 R-1 6230 `m 311 317 6228 R-1 6226 307 C312 LINDA L309 R 283 235 JR_239 LI NDA AVE 25nR-1 6201 Legend 254 260 264 6200 LinoLakesMN.DBO.Zoni ng District R-1 X 167 R-1 X 143 155 161 163 170 165 174 182 196 200 212 222 234 PSP 168 wQ LU 227 237 w 152 154 156 160 Z R 6187 SCHLAVIN CT .8 6133 0 6130 228 6168 f2 o R-1 X R 248 R 21 123 125 131 133 139 141 145 238 6152 6153 WOODRIDGE LN 149 R-1 X 151 ,R-1 X� 6153 Zoning Description Rural Rural Executive R Single Family Residential Single Family Executive Two Family Residential Medium Density Residential 6170 High Density Residential Manufactured Home Park Limited Business 61 General Business Neighborhood Business General Industrial Light Industrial 61 - Rural/Business Reserve Public Semi -Public PUD N Zoning Map 50 300 600 CITY �: O W E Feet IN KE S BALDWIN LAKE OHWL 883.1 100 -yr 886.1 -- FIRM BFE 887 —F_IS�BFE 887 NDA AVE 2 a 0 z J CTI v� N ,5° 3°° e°° Future Land Use Map W E CITY OF Feet IN KE S uj a Legend WHITE z Future Land Use 2030 (Stantec) ui Future Land Use 2030 (Stantec) Permanent Rural Urban Reserve Low Density Sewered Residential Medium Density Residential High Density Residential z J - Commercial SCHLAVIN CT Mixed Use - Industrial _ Civic/Institutional - Park and Open Space 0 0 I Private Airfield JOODRIDGE LN Y Right -of -Way pIr Open Water v� N ,5° 3°° e°° Future Land Use Map W E CITY OF Feet IN KE S Building a legacy—your legacy. Memorandum To: Katie Larsen, City Planner From: Diane Hankee PE, City Engineer Nick Guilliams PE, WSB & Associates Date: August 3, 2016 Re: Chavez Preserve Plan Review WSB Project No. 2988-280 701 Xenia Avenue South Suite 300 Minneapolis, MN 55416 Tel: 763-541-4800 Fax: 763-541-1700 We have reviewed the Preliminary Plat documents submitted on July 11, 2016 for Chavez Preserve, Lino Lakes, MN prepared by Westwood. The following are our review comments that should be responded to in writing by the applicant. The plans and specification shall reference the City's 2016 General Specifications and Standard Detail Plates for Street and Utility Construction, the 2013 CEAM, and the 2016 MnDOT Standard Specifications. GRADING, EROSION AND SEDIMENT CONTROL 1. Show location for temporary/permanent erosion control measures on the plan sheets as well as estimated quantities. Seven day stabilization requirement (temp/perm). 2. Add perimeter control along north side of site where drains away. 3. Show location for construction entrance. 4. Show location for stockpiles and the appropriate BMP measures for stockpile management. 5. Provide SWPPP contact/manager (contractor) as part of a SWPPP amendment. 6. Provide appropriate certification requirements for SWPPP developer. 7. The Existing Spot Elevation reads "datum???" on the legends of Sheets C1 and C3 — please state the vertical or assumed datum. 8. Sheet C1 —all proposed basins require normal water level elevations be shown. Equal Opportunity Employer wsbeng.com K:\02988-280\Admin\Docs\Plan Review - Preliminary Plat Ms. Katie Larsen August 2, 2016 Page 2 9. Sheet C 1 — "Basin 1 Overflow" should read "Basin 1 EOF" to be consistent with the plans and modeling results. STORMWATER MANAGEMENT 1. The City will not approve stormwater management facilities located in the front yard; please relocate to the rear yards. Additional rate control could be obtained by constructing a third basin in the rear yards or by expanding the capacity of Basin 1 and/or 2. 2. Emergency overflows for Basins 1 and 2 discharge directly off site. The proposed project must not adversely affect off-site water levels, resources or private property, nor increase the potential for off-site flooding. The EOFs for Basins 1 and 2 must be redirected toward the project site or the frontage road. 3. Verify building freeboard requirements are being met: Low floor must be a minimum of 2 feet above the 100 -year high water elevation and 4 feet above the highest known groundwater elevation. Low entry/opening must be a minimum of 1 foot higher than the EOF. 4. Lots 1 and 2 have inconsistent floor elevations compared to Sheet C 1 — please verify. 5. A vegetated 10 -ft bench with a l OH: l V slope should be incorporated into all ponds at the transition area between the NWL and HWL. 6. Please indicate maintenance access points for all ponds on the plans. 7. Please provide the 100 -year 10 -day model runoff results. 8. Verify drainage area boundaries — White Pine Road has curb and gutter and should not be entering onto the project site. 9. The MPCA recommends a dead -storage depth of at least 4 -feet for NURP ponds; Basin 1 has a depth of 0.4 -ft and Basin 2 has a depth of 2 -ft, these ponds may not provide adequate pollutant removals and should be verified with a water quality model or designed to NURP standards. 10. Wet basins do not provide infiltration credit per RCWD rules and given the high groundwater elevations present at the site, it is unlikely that infiltration rates of 0.45 inches per hour on the basin benches would ever be achieved. Please include a discussion in the narrative how these rates will be achieved and maintained. 11. Subcatchment 4 experiences large rate increases to the southwest for all storm events. Please discuss the comment made in the Stormwater Drainage Report "no adverse impacts anticipated" for proposed Subcatchment 4. K:\02988-280\Admin\Docs\Plan Review- Preliminary Plat Ms. Katie Larsen August 2, 2016 Page 3 FLOODPLAIN 1. No comments. WETLANDS Rice Creek Watershed District is the LGU to review and approve the wetland delineation. Thus we have not reviewed for the Wetland Conservation Act (WCA). 1. Provided the LGU approves the wetland delineation, there are no proposed wetland impacts. Therefore, no wetland mitigation approval is needed. ENVIRONMENTAL 1. No comments. TRANSPORTATION 1. The right of way along White Pine Road should be extended to 40 ft as this is classified as a collector street. WATER SYSTEM 1. Update `Water Main Notes' note 2 to the following verbiage: Maintain 24 -inch minimum vertical clearance between sewer and water main crossings. Maintain 10 -foot horizontal clearance between water main and sewer. 2. Revise note for scenario where curb stops fall in driveways to read `Where curb stops fall in driveway, provide Ford Al type casting. SANITARY SEWER SYSTEM 1. Add `Sanitary Sewer Notes' note 2 that contractor shall provide X, Y and Z GPS coordinates of wye and service end. STORM SEWER SYSTEM 1. All storm sewer shall be reinforced concrete pipe. 2. Proposed storm sewer does not meet minimum grade requirements for flushing (3 fps). 3. Proposed storm sewer does not meet minimum cover requirements (2 ft). 4. Add `Storm Sewer Notes' note 3 to include the following verbiage: All joints to be wrapped with geotextile fabric (STR-11). K:\02988-280\Admin\Docs\Plan Review- Preliminary Plat Ms. Katie Larsen August 2, 2016 Page 4 DEVELOPMENT AGREEMENT 1. Required with final plat. PERMITS 1. NPDES Construction General Permit 2. Rice Creek Watershed Permit a. Wetland delineation per the WCA b. Wetland buffers, if applicable c. Stormwater and erosion control 3. MDH for Water System 4. MPCA Sanitary Sewer Extension 5. DNR Water Appropriation if temporary dewatering is needed. If you or the applicant has any questions regarding these comments, please contact Diane Hankee at (651) 982-2430 or diane.hankee@ci.lino-lakes.mn.us. K:\02988-280\Admin\Docs\Plan Review- Preliminary Plat Memo To: Katie Larsen From: Marty Asleson Date: August 4, 2016 Environmental Re: Environmental Board Recommendations for Chavez Development The following recommendations were made by the Environmental Board on July 27, 2016 for Chavez Preserve: • Proof that water leaving the site on the north side will not create wetter conditions for residents down -stream. • The south side has a rain garden designed into it. This rain garden is for rate control only. Environmental Board recommends they move this rain garden between the two ponds on the north. • Proposed ponds on the site will be designed into the water table. A clay liner should be used to prevent surface water contamination to the ground water. • Escrow enough money to plant one boulevard tree per frontage. • The native seed area seed must be applied by a contractor approved by the city that is knowledgeable in the cultural practices of native plants. A three year maintenance plan must be submitted for the native seed area. The plan must be approved by the City. A contractor that is knowledgeable in the cultural practices for native seeded areas must be used and approved by the city. • Trees planted in the native seed areas must be fire tolerant. Burr Oak, and Swamp White Oak should be used. 0 Page 1 • Before ground disturbance occurs, all Minnesota Pollution Control issues for Construction Permit must be in place including a designated and certified inspector for the project. • Page 2 PRELIMINARY PLAT, RESOURCE INVENTORY and CERTIFICATE OF SURVEY ❑ DDENOTES IRON ENOTEGEHD ES CATCH BASINENT FOUND AS LABELED for- ROYAL OAKS REALTY :5 DENOTES CURB STOP PROPERTY OWNERS x952.36 DENOTES EXISTING SPOT ELEVATION DENOTES HYDRANT -of- CHAVEZ PRESERVE Royal Oaks Realty, Inc. LOT STANDARDS DEVELOPMENT INFORMATION - - - Minimum lot width = 80 feet (interior), 100 feet (corner) TOTAL NUMBER OF SINGLE FAMILY LOTS = 6 `� DENOTES POWER POLE O DENOTES SANITARY SEWER MANHOLE BUILDING SETBACKS Minimum lot depth = 135 feet, 145 feet double frontage APPROXIMATE PARCEL AREA = 95,124 S.F./2.18 Acres D4 DENOTES WATER VALVE OO DENOTES PIEZOMETER BY CARL ANDERSON Minimum lot area = 10,800 square feet buildable land as AVERAGE SINGLE FAMILY LOT SIZE = 15,854 S.F. aHw DENOTES OVERHEAD WIRES R-1, SINGLE FAMILY RESIDENTIAL DISTRICT defined by § 1007.001 (2). I DENOTES PROPOSED DENSITY = 275 LOTS ACRE DENOTES EXISTING SANITARY SEWER EXISTING WATERMAIN ./ > Setbacks: Front = 30 feet Minimum lowest opening to be 1.0 foot above EOF. Rear 30 feet » DENOTES EXISTING STORM SEWER = Side = 10 feet house, 5 feet garage Minimum Basement Floor to be 4.0 feet above water table. CHAVEZPRESERVE - DENOTES RETAINING WALL TABLEA _- --__ "" """" -•"" DENOTES EXISTING CONTOURS Minimum Basement Floor to be 2.0 feet above HWL. LOTAREA SUMMARY GRAPHIC SCALE n u a -- t- � DENOTES BITUMINOUS SURFACE 30 0 15 30 60 120 -- - L --J Grams tkbuFlaBe Net r Black No Lot No Lot Arc::: Lot Arm LotA-- - - - L J DENOTES CONCRETE SURFACE so. R. Sq.. R. Sa. R. I INCH = 30 FEET _.. Pw Na n-n9-2z-1+-ao-e DENOTES ADJACENT PARCEL OWNER INFORMATION - KA COUNTY TAX i 4 11946 3,342 30,843 o.,ler: c 1y or z Aeeree. Dneszi94m PER ANO INFORMATION) -. 2 15831 47� 10,953 - (- I - _ -: - 3 1480" 131')3 13.439 4 MI A9 12115 16,434 ( 71 L - - 15,8,4 NORTH 5 15,656 4,292 tt,364- ' 6 18.331 7,349 40,991... A'er�eLd Size= VICINITY MAP .. -_.. Tdal Bolndwy -.. %,124. PART OF SEC. 31, TWP. 31, RNG. 22m B96--896 .......,.g96 "' ... 901.00 < L LINDA AVEI ' 11 <Y 900.09 10,901.22 R t soD J4.........n i o.JO a4w •899.57.e9B fit GARAGE - PIN No. 31 31 22-1]-0003 ...... Omer. 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N01I4' 0� tem t - .... -" __ 9- ._� .: .. nroIP9 m. _ 114• m tw+z 7o I.. $' • , 0 eae - .. ..._..... .� T 901 04 , 1 I .` eae s 34 a R-1 I I I ,............. ... _.. a l •• •••••..• •••••..•• PIN Na 31-3-2-42-0 PN Ne JI -J1-22 31-11054 PN No. 31-31--22--31-531" Amer. d: Linn sborkeY ( Oed Rob t k CA A tl re "...I Ae@ras:31961W8i1e P,ne ftW PIN No 31�cciHv2 42 0043 I P�Iw °'Ooniel k2Lindn Nmke Ane�Geage k1=11.-41--Z 2e6rcM Dalmmi 1 I s tldrcax e234ftWTita+Pine Rd. ( ',• on aoe< Address'11'14 WH,Ie P ne Re. Aderess: 102 Wb t Pine fte 0 e M rk k Leu4e Frost I ,Osjd°Ceti 2M WHite CNe Rd Aeeress: 222 WHite Pine R4 i •• Address: 212 Wh to wne Rd. I I FST.` Professional Land Surveyors www.egrud.com 6776 Lake Drive NE Suite 110 Lino Lakes, MN 55614 Tel. (651) 361-8200 Fax (651) 361-8701 DRAWN By. BPN JOB NO: 16136PP DATE: 7/11/16 CHECK BY: DINO SCANNED ❑ 1 3 NO. DATE DESCRIPTION BY LEGAL DESCRIPTION That part of Lots 1 and 2, Block 1, ARTHUR E. THOM ACRES, Anoka County, Minnesota, lying westerly of the East 100 feet thereof. I hereby certify that this survey, plan or report was prepared by me or under my direct supervision and that I am a duly Registered Land Surveyor under the IRlrys of the State of Minnesota. (Y -) DANIEL w. OBERMILLERW, OBERMILLER Date: 7/11/16 License No, 25341 NOTES Field survey was completed by E.G. Rud and Sons, Inc. on 5/20/16 Bearings shown are on Anoka County datum. - Curb shots are taken at the top and back of curb. - This survey was prepared without the benefit of title work. Additional easements, restrictions and/or encumbrances may exist other than those shown hereon. Survey subject to revision upon receipt of a current title commitment or an attorney's title opinion. - See Grading, Utility, Landscape plans by Plowe Engineering which accompany these plans. PP1 —GNW EXISTING OVERHEAD ELECTRIC ® EXISTING TELEPHONE PEDESTAL m EXISTING ELECTRICAL PEDESTAL ,Q, EXISTING UTILITY POLE >�— EXISTING STORM SEWER —I EXISTING WATER MAIN —> EXISTING SANITARY SEWER ® EXISTING STORM MANHOLE ( EXISTING FLARED -END SECTION $g EXISTING GATE VALVE gp1,7 EXISTING HYDRANT QS EXISTING SANITARY SEWER MANHOLE -----900---- - — - 898- — - EXISTING CONTOUR xa99 EXISTING SPOT ELEVATION m1..??? —z EXISTING FENCE —••1 DELINEATED WETLAND EDGE NO WETLANDS PRESENT »— PROPOSED STORM SEWER PIPE ® PROPOSED STORM MANHOLE ❑ PROPOSED CATCH BASIN Q PROPOSED FLARED -END SECTION —928— PROPOSED CONTOUR —930— LO* WO = WALK -OUT PROPOSED SILT FENCE _12_xPROPOSED DIRECTION OF DRAINAGE FB FULL BASEMENT PROPOSED RIP -RAP ® PROPOSED INLET PROTECTION gp1,7 PROPOSED SPOT ELEVATION (GARAGE FLOOR 0.3 -FT ABOVE (GUTTERLIVE. BITUMINGUS SURFACE. OR GROUND FINISHED GROUND ELEVATION) SURFACE UNLESS OTHERWISE INDICATED) I) IMG INt UIIMAIIUN SHUWN ON IFItSL UHAWINGS CONCERNING TYPE AND LOCATION OF EXISTING UTILITIES IS NOT GUARANTEED TO BE ACCURATE OR ALL INCLUSIVE. THE CONTRACTOR IS RESPONSIBLE FOR MAKING HIS OWN DETERMINATION AS TO TYPE AND LOCATION OF UTILITIES AS NECESSARY TO AVOID DAMAGE TO THESE UTILITIES. 2) CALL -811- FOR EXISTING UTILITIES LOCATIONS PRIOR TO ANY EXCAVATIONS. 3) INSTALLATIONS SHALL CONFORM TO THE CITY STANDARD SPECIFICATIONS AND DETAIL PLATES. 4) THE CONTRACTOR SHALL NOTIFY CITY PUBLIC WORKS DEPARTMENT A MINIMUM OF 48 HOURS PRIOR TO THE INTERRUPTION OF ANY SEWER OR WATER SERVICES TO EXISTING HOMES OR BUSINESSES. 5) STORAGE OF MATERIALS OR EQUIPMENT SHALL NOT BE ALLOWED ON PUBLIC STREETS OR WITHIN PUBLIC RIGHT-OF-WAY. 6) NOTIFY CITY A MINIMUM OF 48 HOURS PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. 7) ALL MATERIALS AND INSTALLATIONS SHALL BE IN ACCORDANCE WITH THE CITY'S 2016 GENERAL SPECIFICATIONS AND STANDARD DETAIL PLATES. 1) REMOVAL AND DISPOSAL OF EXISTING STREET MATERIALS AS REQUIRED FOR CONSTRUCTION IS CONSIDERED INCIDENTAL. 2) SAW -CUT EXISTING BITUMINOUS AND CONCRETE CURB TO PROVIDE BUTT -JOINT. 3) RESTORE DISTURBED STREET TO EXISTING OR BETTER SECTION GRADING, DRAINAGE & EROSION CONTROL NOTES 1) PRIOR TO ANY GRADING OPERATIONS, THE CONTRACTOR SHALL INSTALL ROCK CONSTRUCTION ENTRANCE (LOCATIONS TO BE DETERMINED - COORDINATE WITH OWNER) AND PERIMETER SILT FENCE AS SHOWN ON PLAN. ADDITIONAL SILT FENCE MAY BE NECESSARY IF LOCAL CONDITIONS REQUIRE. 2) CONTACT MARTY ASLESON, CITY ENVIRONMENTAL COORDINATOR, FOR INSPECTION OF ALL EROSION CONTROL MEASURES PRIOR TO ANY GRADING. 3) THE CONTRACTOR SHALL PERFORM SITE GRADING ON AN AREA -BY -AREA BASIS TO MINIMIZE UNSTABILIZED AREAS. AS EACH AREA IS COMPLETED, ALL EXPOSED SOILS MUST HAVE TEMPORARY EROSION CONTROL PROTECTION OR PERMANENT COVER WITHIN SEVEN (7) DAYS. 4) SEE SHEET C2.1 AND C2.2, STORM WATER POLLUTION PREVENTION PLAN (SWPPP) FOR ADDITIONAL EROSION CONTROL NOTES AND SITE SEQUENCING. 5) EXISTING WELL AND SEPTIC SYSTEM TO BE FIELD LOCATED. WELL TO BE ABANDONED PER ALL LOCAL AND STATE REQUIREMENTS. SEPTIC SYSTEM TO BE REMOVED PER ALL LOCAL AND STATE REQUIREMENTS. DRAINAGE & UTILITY ' ��— EASEMENT / 699. LOW FLOOR ELEVATION I 894.8 LOW OPENING ELEVATION LOW FL=892.1 I LOW OPEN=895.3 RECOMMENDED HOUSE TYPE LO* WO = WALK -OUT LO = LOOK -OUT DROP 1 CRS FB FULL BASEMENT 898.8 GAR ( • INDICATES DROPPED GARAGE Vj L FINISHED GROUND ELEVATION — — — — — (GARAGE FLOOR 0.3 -FT ABOVE FINISHED GROUND ELEVATION) q STREET TYPICAL LOT LAYOUT SURFACE DRAINAGE ELEVATION 10 -FT PAST BACK OF PAD FINISHED GRADE - D.5 -FT BELOW LOW FLOOR FOR WALK -OUTS - D.7 -FT BELOW LOW OPENING FOR FULL BASEMENTS & LOOK -OUTS PROPERTY LINE SUGGESTED GARAGE LOCATION APPROX. GRIT WAY GRADE fig. DRAWNBY: DESIGN BY: A. G. A.G. CHCKD BY: PRO, NO. w0 I m h O w z Z w w Y O Z J ROYAL OAKS REALTY 0SITE PLANNING & ENGINEERING PLOWE ENGINEERING, INC. 6776 LAKE DRIVE SUITE 110 LINO LAKES, MN 55014 PHONE: (651) 361-8210 FAX: (651) 361-8701 NORTH O 0 15 30 1 INCH= 3D FF C1 CHAVEZ PRESERVE UTILITY PLAN LINO LAKES, MN I I 903.42 L_ 903142 oxw- EXISTING OVERHEAD ELECTRIC 07 EXISTING TELEPHONE PEDESTAL m EXISTING ELECTRICAL PEDESTAL 'T1a EXISTING UTILITY POLE >� EXISTING STORM SEWER I- EXISTING WATER MAIN -> EXISTING SANITARY SEWER ® EXISTING STORM MANHOLE ( EXISTING FLARED -END SECTION 'u pj EXISTING GATE VALVE gp),7 EXISTING HYDRANT Q EXISTING SANITARY SEWER MANHOLE -----900---- ---898--- EXISTING CONTOUR X'99 E%ISTING SPOT ELEVATION tlawmT44 -x- EXISTING FENCE "41 DELINEATED WETLAND EDGE NO WETLANDS PRESENT I � I I I 8" PVC W/ RODENT 89UARD 8,00 "GARAGE 4 C.Y. CLASS 2 RIP -RAP W/ GEOTEXTILE FILTER FABRIC 895.60 MOPWCN 901.54699.02 n 90pIP415]B 900.64 - 901.19 F------- ------------------- --1----------j' ---------__--___-------------------- r- - 9- - ,i ------------------- 11 B.7 \` DJ11 i--------- \`I ——-----------� I I _---- _ — -- —----------- `------------ — I I i--- —_— _----------- —��\\\ I I if I I I----------- I 129'-8" PVC- WER� CURB STOPS FALL IN I I 1 ® 0.39% I OR VEWAY, PROVIDE GATE VALVE W/1 I I I GO An (T\'P) I I \ \\ \ I I I I I I I I I I I I I I \ \\ \ III I o 1 I 11 I LOT 1 rOT 2 ! OT 3 —1 1 LOT I -------LOT-5 T-6 I I I � I I (_ -- ---I I I I LOW FL=899.4 I I I I I I \\ \\\\ II I 1 I I 1 I I \\ 11 I I IFL=899 2 LOW FL 899.1 LOW FL=899.7 I LOW FL=900.0 LOW FL=900.2 \ \ LOW OPEN=902.3 I I LOW OPEN=903.2 I I j LOW OPEN=902.9 I 1 I LOW OPEN=903.4 I i 4 I I I I I O ��I I1 IlJ I I I II ADD 1") OIkP RATION TO ADD SLE NOIINAITARY T ENO OF I EXISTING lIU (A CLOSE TO EXIS NG - I I tN� MAINAS PRAM CAL) EXTE D CUT--yN 'x4" WYE AND 1" COPPEN Tl`PE ) - AD�pD�pD EXTEIIID P�'C SCH 40 ® 1" WATER EXISTING 4" SA) _ _71 CIUR (STO (LOT 2.0% MIN. (LOT 5)Du3 URB STOP (NOT FIELD OC.- =EYP---- -- ------TYP.-- --- 1-- - -J J--- r ----I- -1---- -I -- ----�- L---------- 0501.19 — I 66 ] I f1 i m90292 h NOT 90 .5],5 U > 900 N I ' ----�) MDW415)8 V Vz V� I Vz I IV, 1I� F m901.95 21 6 Q 90181 Q----JY�I----_J ) 31 901.1131 IN I I 3i I ,II` — Q N 900.94 31 LEGEND Inv' FIUU —) I (NOI FILLU VER) '"""" INV 897.50 901.5 903.27 90270 901.65 903.5 9009606 FN09608 MOi/4- TNH 90— EXISTING 6" DIP WATER I ( 6" DIPWATERMAIN EXISTING 00.56% MD -1I CONNECT TO EXISTING I EXISTING 12" PVC SANITA Y (INV 897.35) EXISTING 45'- I 8" PVC 0 0.40% I I »-- PROPOSED STORM SEWER PIPE ® PROPOSED STORM MANHOLE ❑ PROPOSED CATCH BASIN A PROPOSED FLARED -END SECTION -821,- PROPOSED CONTOUR -930- rLU ------ 0-----0- PROPOSED SILT FENCE PROPOSED DIRECTION OF DRAINAGE PROPOSED RIP -RAP ® PROPOSED INLET PROTECTION gp),7 PROPOSED SPOT ELEVATION (WTTERUNE, BITUMINOUS SURFACE, OR GROUND SURFACE UNLESS OTHERINSE INDICATED) GENERAL NOTES 1) THE INFORMATION SHOWN ON THESE DRAWINGS CONCERNING TYPE AND LOCATION OF EXISTING UTILITIES IS NOT GUARANTEED TO BE ACCURATE OR ALL INCLUSIVE. THE CONTRACTOR IS RESPONSIBLE FOR MAKING HIS OWN DETERMINATION AS TO TYPE AND LOCATION OF UTILITIES AS NECESSARY TO AVOID DAMAGE TO THESE UTILITIES. 2) CALL "811" FOR EXISTING UTILITIES LOCATIONS PRIOR TO ANY EXCAVATIONS. 3) INSTALLATIONS SHALL CONFORM TO THE CITY STANDARD SPECIFICATIONS AND DETAIL PLATES. 4) THE CONTRACTOR SHALL NOTIFY CITY PUBLIC WORKS DEPARTMENT A MINIMUM OF 48 HOURS PRIOR TO THE INTERRUPTION OF ANY SEWER OR WATER SERVICES TO EXISTING HOMES OR BUSINESSES. 5) STORAGE OF MATERIALS OR EQUIPMENT SHALL NOT BE ALLOWED ON PUBLIC STREETS OR WITHIN PUBLIC RIGHT-OF-WAY. 6) NOTIFY CITY A MINIMUM OF 48 HOURS PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. 7) ALL MATERIALS AND INSTALLATIONS SHALL BE IN ACCORDANCE WITH THE CITYS 2016 GENERAL SPECIFICATIONS AND STANDARD DETAIL PLATES. WATER MAIN NOTES 1) EXISTING WATER MAIN LOCATION AND SIZE SHALL BE VERIFIED IN THE FIELD PRIOR TO CONSTRUCTION. NOTIFY ENGINEER OF ANY DISCREPANCIES PRIOR TO ANY INSTALLATIONS. 2) PROVIDE PIPE INSULATION WHERE SEWER (SANITARY OR STORM) CROSSES WTHIN 18" OF WATER MAIN. 3) MAINTAIN MINIMUM 7.5 -FT COVER TO TOP OF ALL WATER MAIN PIPE SANITARY SEWER NOTES 1) EXISTING SANITARY SEWER LOCATION, SIZE, AND ELEVATION SHALL BE VERIFIED IN THE FIELD PRIOR TO CONSTRUCTION. NOTIFY ENGINEER OF ANY DISCREPANCIES PRIOR TO ANY INSTALLATIONS. STORM SEWER NOTES 1) FIELD VERIFY SIZE, ELEVATION, AND LOCATION OF EXISTING STORM SEWER AND NOTIFY ENGINEER OF ANY DISCREPANCIES PRIOR TO ANY INSTALLATIONS. 2) STORM SEWER PIPES TO BE JOINED TO THE CATCH BASIN MANHOLES W/ APPROVED RESILIENT RUBBER JOINTS TO MAKE THEM GASTIGHT OR WATERTIGHT. CEMENT MORTAR JOINTS ARE PERMITTED ONLY FOR REPAIRS AND CONNECTIONS OF EXISTING LINES CONSTRUCTED WITH SUCH JOINTS. DRAWN BY: DESIGN BY: A.G. I A.G. CHCKD BY: I PROJ. NO. C.W.P. 16-1623 ORIGINAL DATE: JULY 11, 2016 I I & VILVE I I o /W IL F -q W- f /1 ED U) W — — - W z z Cc ED O_ ED N Y rLU 2 J U I W n I O I _Z In I W F❑ ll I ITH I w wD HNN I a�FF O O Z =w ¢O. ~-w 2E �-O Y j a�Q¢2 z — — — L IwQ 2 Q w F2Dza . 2:W1 I OOZaw '<W Mig,- r O W W > N x¢ww I -aNO o I I & VILVE I I z a J ROYAL OAKS REALTY oft E PLANNING & ENGINEERING PLOWE ENGINEERING, INC. 6776 LAKE DRIVE SUITE 110 LINO LAKES, MN 55014 PHONE: (651) 361-8210 FAX: (651) 361-8701 NORTH 0 15 30 Know whafs below. Call before you dig. CINCH= 30 FEET C3 /W IL F -q W- f /1 ED U) W — — - W z z Cc ED O_ ED N Y I Z Q z 2 J U z a J ROYAL OAKS REALTY oft E PLANNING & ENGINEERING PLOWE ENGINEERING, INC. 6776 LAKE DRIVE SUITE 110 LINO LAKES, MN 55014 PHONE: (651) 361-8210 FAX: (651) 361-8701 NORTH 0 15 30 Know whafs below. Call before you dig. CINCH= 30 FEET C3 DRAWN BY: DESIGN 8V: CHAVEZ PRESERVE A.G. A.G. CH BV: PROD. NO. LANDSCAPE PLAN C.W.P.W. 16-1623 ORIGINAL DATE: JULY 11,2016 LINO LAKES, MN I � _ I A 901.22 SEED OPEN SPACE W MNDOT �TT�.l� I o.Te SEED OPEN SPACE W/ MNDOT / //j s9 SEED MIX 33-641 SEED MIX 33-641 / 00 ` / EXISTING � I /' - GA _ Z RAGE I F- — I LLL w li rnOPINCN W I 095.60 / 901.54 899.02 1� 9001P415)B 900.64 0 I Q r — soo.>s IFN I LU r�-7- ISTINC//� / .� GARAGE GAR j��X'SAGE (REMAINS)//� W W A Ul I- W IA _ I I i I I I I I I I i I W I( I D D _ I i LOT 1 I LOT 2 LOQ I --LOTS b I j I �I o I I T---- -- I I I I I I I I II-------- I L------- ---- I L_ `-r----_ -_ I 1 -F--- --_--J �.-_-_ -- '^� -1 --- ------J- L --------------i L� 903.42 I !-r----- �9a15 mOwl/2 I 1 90049 ! 1 ! FNgPt NOT rnoIwlSTe Y LOCATED I I V 900.98 - - 901.1 I i W —+—OHW OHW V V - V - W V _ jw--T-- OHW ONWv'.. q1W piW I OHW OHW OH qyW pryµ pHW qiW CHW ON W 00.9ry.W ONW oHW qIW OHW W OHW I>Q901.2fi 90050 I M . — .. — .. — . I ':�I A.. �®�L� �4 �!- 1=�� -�.I ��L I�__.��.L— __1___l- 1� 1��t-� _I�_�_ _ �L_J_ __ _ ___�______ L.L O (.. w 4 z -+ a > > > f W LU WHITE PINE RD jl » I a :En 90048 901.5 ('n O p 903.27 —.1.I I 901.85 I N Y o ri mo9ea5 moseoe mol/4' W g z �a I II I I I I rnow9eoel i = z g J r I I I I I I I I U OPEN AREA LANDSCAPE CALCULATIONS PREPARED FOR: ROYAL OAKS OPEN SPACE REQUIREMENTS: REALTY LARGE TREES - 1 PER/2000 SF LARGE SHRUBS - 3 PER/2000 SF SQUARE LARGE TREES LARGE SHRUBS FOOTAGE REQUIRED REQUIRED NORTHWEST 10,000 5 75 NORTHEAST 12,000 6 20 TOTAL 11 35 n&rd LEGEND NOTES: SITE PLANNING t) EXAMPLE SPECIES SHOWN - VERIFY SPECIES & ENGINEERING DENOTES APPROX. LOCATION OF REQUIREMENTS WITH CITYS ENVIRONMENTAL PROPOSED BOULEVARD TREE COORDINATOR PRIOR TO ANY INSTALLATIONS PLOWE 2) VERIFY TREE AND SHRUB LOCATIONS WITHIN OPEN ENGINEERING, INC. DENOTES APPROX. LOCATION OF AREAS WITH CITYS ENVIRONMENTAL COORDINATOR PRIOR PROPOSED OPEN SPACE TREE TO ANY INSTALLATIONS 6776 LAKE DRIVE SUITE 110 O 3) NO MORE THAN 30% OF OPEN AREA TREES OR LINO LAKES, MN 55014 DENOTESAPPROX. LOCATION OF SHRUBS CAN BE OF ONE SPECIES PROPOSED LARGE SHRUB > > DENOTES OPEN AREA LANDSCAPE FAX: I( 51)361-8701 21 0 11lITl1 HDiES NORTH 1) TREES ARE TO BE 1 -1/2* -2' AT 4' SH WITH t YEAR GUARANTY 0 2) TREES ARE TO BE IN ACCORDANCE WITH CITYS TREE ORDINANCE NOTES: 0 15 30 1) EXAMPLE SPECIES SHOWN - VERIFY SPECIES REQUIREMENTS WITH CITYS ENVIRONMENTAL COORDINATOR PRIOR TO ANY INSTALLATIONS Know what's below. 1 INCH= 30 FEET 2) VERIFY TREE LOCATIONS WITHIN BOULEVARD WITH Call before you dig. CITYS ENVIRONMENTAL COORDINATOR PRIOR TO ANY INSTALLATIONS L 1 3) NO MORE THAN 30% OF BOULEVARD TREES CAN BE OF ONE SPECIES BOULEVARD TREES BOULEVARD TREES REQUIRED: 1 TREE PER LOT 2 TREES PER CORNER LOT COMMON NAME BOTANICAL NAME SWAMP WHITE OAK SYMBOL Quercus bicolor AUTUMN GOLD GINKGO Ginkgo bilobo 'Autumn Gold' (mole only) FALL FIESTA SUGAR MAPLE QUAN11T1• Acer 50cchafum "BClislC" SEE NORTHWOOD MAPLE NOTES Acer rubrum 'Northwood' HACKBERRY SIZE CCllis occidentalis 1.5-2" CAL. BUR OAK Werwa m9uocarpo NORTHERN RED OAK Werc rubra R00T TYPE AMERICAN LINDEN B&B Ilia Americana RIVER BIRCH Betula Nigra RED SUNSET MAPLE Acer rubrum 'Franksretl' 36 PROPOSED BOULEVARD OPEN AREA - TREES COMMON NAME BOTANICAL NAME SYMBOL WAN11T1• SEE NOTES �� 1.5-2" CAL. ROOT TYPE R&B SWAMP WHITE OAK Quercus bicolor AUTUMN GOLD GINKGO Ginkgo blobs 'Autumn Gold' (mole only) FALL FIESTA SUGAR MAPLE Acer sacchorum "Bol'sto" NORTHWOOD MAPLE Acer rubrum 'Northwood' HACKBERRY ColliS accitlenl01i9 BUR OAK Quercus mocrOCOrpO NORTHERN RED OAK Werwa rubra AMERICAN LINDEN Tlio Americana RIVER BIRCH Betula Nigra RED SUNSET MAPLE Acer rubrum 'Franksred' 33 PROPOSED OPEN AREA TREES TREES SHOWN OPEN AREA - TREES COMMON NAME BOTANICAL NAME SYMBOL WAN11T1• SEE NOTES �� 1.5-2" CAL. ROOT TYPE R&B SWAMP WHITE OAK Quercus bicolor AUTUMN GOLD GINKGO Ginkgo blobs 'Autumn Gold' (mole only) FALL FIESTA SUGAR MAPLE Acer sacchorum "Bol'sto" NORTHWOOD MAPLE Acer rubrum 'Northwood' HACKBERRY ColliS accitlenl01i9 BUR OAK Quercus mocrOCOrpO NORTHERN RED OAK Werwa rubra AMERICAN LINDEN Tlio Americana RIVER BIRCH Betula Nigra RED SUNSET MAPLE Acer rubrum 'Franksred' 33 PROPOSED OPEN AREA TREES OPEN AREA -SHRUBS SYMBOL QUANTITY ROOT TYPE O SEE NOTES POT �� %5 NANNYBERRY VIBURNUM VIhurnum len go SIZE �5 CARDINAL DOGWOOD Carnus sericeo 'Cardinal' SIZE 36" HT. BLACK CHOKECHERRY Amnio melonocorpa elole 99 PROPOSED OPEN AREA SHRUBS SHOWN PLANNING & ZONING BOARD AGENDA ITEM 5C STAFF ORIGINATOR: Katie Larsen, City Planner, and Alex McKenzie, Community Development Intern P & Z MEETING DATE: August 10, 2016 REQUEST: PUBLIC HEARING Eagle Brook Church Addition for Audio/Video Control Room 1. Conditional Use Permit 2. Site Plan Review CASE NUMBER: APPLICANT: LOAL9►1a REVIEW DEADLINE: CU2016-003 Eagle Brook Church Attn: Gari Pisca 7015 201h Avenue Centerville, MN 55038 Same Complete Application Date: July 11, 2016 60 -Day Review Deadline: September 09, 2016 120 -Day Review Deadline: November 8, 2016 Environmental Board Meeting: July 27, 2016 Park Board Meeting: NA Planning & Zoning Board Meeting: August 10, 2016 City Council Work Session: September 6, 2016 City Council Meeting: September 12, 2016 BACKGROUND Eagle Brook Church is proposing a 5,574 s.f. addition on the northwest side of the existing building for an audio/video control room. The church plans to relocate the existing audio and video control room and is in need of additional space for a new control for the new online web service along with two potential future control rooms that would support future campuses. There is also a conference room, and support spaces such as 1 restrooms, mechanical and electrical rooms. The property address is 7775 201h Ave. N. Construction is scheduled to start in mid-October 2016 with full operation in July 2017. The Land Use Application is for the following: • Conditional Use Permit (CUP) for public, educational and religious buildings • Site and Building Plan Review This staff report is based on the followings plan sets: • Plan Set prepared by BWBR and Loucks dated 7/11/16 and received by the City on 07/11/16 • Revised Plan Sheets 220.00S, 220. ICS, and 401.1FL prepared by BWBR and Loucks dated 7/15/16 and received by the City on 7/18/16 • Narrative prepared by BWBR dated 7/18/16 and received by the City on 7/18/16 • Lighting fixture detail submitted by Lithonia Lighting 7/20/16 ANALYSIS Eagle Brook Church owns 3 parcels totaling 91.2 acres. The parcel the church is located on is 82.8 acres. The church was built in 2004 and the proposed addition would add 5,574 sf to the existing facility's 57,618 sf footprint. There are currently 1,075 parking stalls on site (only 700 stalls are required). Wetlands are present west of the building, but there will be no impact. There is an existing conditional use permit Resolution. No 04-17. Zoning and Land Use The property is zoned R, Rural and allows for churches (Public, Educational and Religious Buildings) with a conditional use permit. Current Zoning R -Rural Current Land Use HOW- House of Worship Future Land Use per CP URBAN- Urban Reserve Utility Staging Area 3=Post 2030 Surrounding Zoning and Land Use Direction Zoning Current Land Use Future Land Use North R -Rural Rural Residential Urban Reserve Single Family Residential, East R -Rural Agriculture, Rural Urban Reserve Residential Conditional Use Permit The property is zoned R, Rural and allows for churches (Public, Educational and Religious Buildings) with a conditional use permit. The church has an existing conditional use permit Resolution No. 04-17. Any change involving a structural enlargement of the facility requires an amendment to the conditional use permit. The Planning and Zoning Board shall recommend a conditional use permit and the Council shall order the issuance of such permit only if it finds the following criteria have been met: 1. The proposed development application has been found to be consistent with the policies and recommendations of the Lino Lakes Comprehensive Plan including: a. Land Use Plan. b. Transportation Plan. c. Utility (Sewer and Water) Plans. d. Local Water Management Plan. e. Capital Improvement Plan. f. Policy Plan. g. Natural Environment Plan. The proposed church addition for technical equipment and operations is consistent with the policies and recommendations of the comprehensive plan. 2. The proposed development application is compatible with present and future land uses of the area. The proposed church addition for technical equipment and operations is compatible with present and future land uses. The current land use to the north is rural residential, east single family and rural residential along with agricultural, south is single family and rural residential and west is county park and recreation. The property to the west is part of the Anoka County Rice Creek Chain of Lakes Park Reserve. Single Family Residential, South R -Rural Rural Residential Urban Reserve County Park and West R -Rural Recreation Park and Open Space Conditional Use Permit The property is zoned R, Rural and allows for churches (Public, Educational and Religious Buildings) with a conditional use permit. The church has an existing conditional use permit Resolution No. 04-17. Any change involving a structural enlargement of the facility requires an amendment to the conditional use permit. The Planning and Zoning Board shall recommend a conditional use permit and the Council shall order the issuance of such permit only if it finds the following criteria have been met: 1. The proposed development application has been found to be consistent with the policies and recommendations of the Lino Lakes Comprehensive Plan including: a. Land Use Plan. b. Transportation Plan. c. Utility (Sewer and Water) Plans. d. Local Water Management Plan. e. Capital Improvement Plan. f. Policy Plan. g. Natural Environment Plan. The proposed church addition for technical equipment and operations is consistent with the policies and recommendations of the comprehensive plan. 2. The proposed development application is compatible with present and future land uses of the area. The proposed church addition for technical equipment and operations is compatible with present and future land uses. The current land use to the north is rural residential, east single family and rural residential along with agricultural, south is single family and rural residential and west is county park and recreation. The property to the west is part of the Anoka County Rice Creek Chain of Lakes Park Reserve. 3. The proposed development application conforms to performance standards herein and other applicable City Codes. A Site and Building Plan Review has been completed and the proposed church addition meets zoning performance standards in regards to existing exterior building materials, setbacks, landscaping and parking with the approved conditional use permit. 4. Traffic generated by a proposed development application is within the capabilities of the City when: a. If the existing level of service (LOS) outside of the proposed subdivision is A or B, traffic generated by a proposed subdivision will not degrade the level of service more than one grade. b. If the existing LOS outside of the proposed subdivision is C, traffic generated by a proposed subdivision will not degrade the level of service below C. c. If the existing LOS outside of the proposed subdivision is D, traffic generated by a proposed subdivision will not degrade the level of service below D. d. The existing LOS must be D or better for all streets and intersections providing access to the subdivision. If the existing level of service is E or F, the subdivision developer must provide, as part of the proposed project, improvements needed to ensure a level of service D or better. e. Existing roads and intersections providing access to the subdivision must have the structural capacity to accommodate projected traffic from the proposed subdivision or the developer will pay to correct any structural deficiencies. f. The traffic generated from a proposed subdivision shall not require City street improvements that are inconsistent with the Lino Lakes Capital Improvement Plan. However, the City may, at its discretion, consider developer -financed improvements to correct any street deficiencies. g. The LOS requirements in paragraphs a. to d. above do not apply to the I- 35W/Lake Drive or I-35E/Main St. interchanges. At City discretion, interchange impacts must be evaluated in conjunction with Anoka County and the Minnesota Dept. of Transportation, and a plan must be prepared to determine improvements needed to resolve deficiencies. This plan must determine traffic generated by the subdivision project, how this traffic contributes to the total traffic, and the time frame of the improvements. The plan also must examine financing options, including project contribution and cost sharing among other jurisdictions and other properties that contribute to traffic at the interchange. 2 h. The City does not relinquish any rights of local determination. The church is accessed via 2 main entrances off CSAH 54 and there will be no change to the existing driveways. CSAH 54/20`h Ave. N is an "A " minor arterial/reliever road. There will be a limited hiring of additional staff and volunteers with no noticeable increase in traffic and no impacts to the traffic level of service are anticipated. The footprint of the addition is completely inside the existing fire road that surrounds the west side of the church; so there is no change to access or conditions for fire protection. 5. The proposed development shall be served with adequate and safe water supply. The site is served by an onsite private well which can accommodate the demands of the proposed church addition. 6. The proposed development shall be served with an adequate and safe sanitary sewer system. The site is served by an onsite wastewater treatment system which can accommodate the demands of the church addition. 7. The proposed development shall not result in the premature expenditures of City funds on capital improvements necessary to accommodate the proposed development. No City funds are being expended on this project. 8. The proposed development will not involve uses, activities, processes, materials, equipment and conditions of operation that will be detrimental to any persons, property, or the general welfare because of excessive production of traffic, noise, smoke, fumes, glare, or odors. The proposed church addition for technical equipment and operations is an allowed use within the R, Rural zoning district with an approved conditional use permit. The addition will not generate excessive traffic, noise, smoke, fumes, glare or odors. 9. The proposed development will not result in the destruction, loss, or damage of a natural, scenic or historic feature of major importance. There are no natural, scenic or historic features on the existing site. Specific Conditional Use Permit (CUP) Requirements In addition to the administrative requirements of a conditional use permit, the following specific performance standards of Section 1007.130 (7)(i) must also be met: 1. Side yard setbacks shall not be less than fifty (50) feet. 5 The side yard setback of the proposed church addition is 200+ feet from the north property line and 900+ feet from the south property line. 2. Adequate screening from abutting residential uses and landscaping is provided in compliance with § 1007.043 (17) of this Ordinance. The proposed church addition is located on the northwest side of the existing church and will not be seen from 20`h Avenue or any adjacent properties to the south. Landscape screening exists along the north property line. No additional screening is required. 3. Adequate off-street parking and access is provided on the site or on lots directly abutting or directly across a public street or alley to the principal use in compliance with § 1007.044 of this Ordinance and that such parking is adequately screened and landscaped from surrounding and abutting residential uses in compliance with § 1007.043 (17) this Ordinance. The 1, 075 existing parking stalls located off-street exceed the required 700 parking stalls and will adequately serve the existing church and addition. Site and Building Plan Review Site Plan The Site Plan Review Worksheet found in Attachment #6 provides detailed information regarding the site plan review. The proposed church addition meets the performance standards of the zoning ordinance with some minor revisions required. Grading Plan and Stormwater Management This project proposes to construct 6,098± s.f. of new impervious surface area. A small stormwater pond is proposed for the site to compensate for the additional runoff. RCWD and WSB have reviewed the pond design performance requirements. A stormwater maintenance agreement is not required. Public Utilities The site is served by private well and private septic system. The site is located in the post 2030 utility staging area and public utilities are not available. A fire protection plan shall be submitted to verify the private water system can accommodate the demands of the proposed church addition. Co Landscaping and Tree Preservation Plan The church was built in 2004 prior to the regulations of the current landscape ordinance. Existing landscaping consists of grass, trees, shrubs, and stormwater ponds. Three deciduous trees, 2 ornamental trees, 12 shrubs and 6 coniferous shrubs will be planted around the addition. Sod will be planted between the addition and sidewalk similar to existing building and turf seed to the west. Additional canopy cover; foundation landscaping and open area landscaping will not be required. Architectural Plans and Exterior Building Materials The addition meets the building type and construction for institutional facilities. Exterior materials include red and buff precast concrete, architectural metal panel and storefront glazing system all similar to the existing building. The height of the building matches the low roof of the existing church that it butts into. Wall mounted exterior light fixtures will match the existing building lights for both aesthetics and performance and will be provided at the two building exists. There is a proposed condenser and generator on the northwest side of the building that will be screened by a 7 foot high precast wall. Signage Any new monument or wall signage shall require a separate sign permit application. Impervious Surface Coverage A portion of the property is in the Shoreland District of Peltier Lake. The maximum allowed impervious surface is 60%. The existing church plus the addition are proposed at 17.43% impervious. Public Land Dedication No cash in lieu of land dedication shall be required with the addition. Comprehensive Plan Resource Management System The Resource Management System Plan goal of preserving surface water quality is supported by the implementation of a stormwater management BMP storm basin. 7 Pre -Development Post -Development Impervious 15.77 acres (17.2%) 15.90 acres (17.43%) Pervious 75.43 acres (82.8%) 75.30 acres (82.57%) TOTAL 91.2 acres 91.2 acres A portion of the property is in the Shoreland District of Peltier Lake. The maximum allowed impervious surface is 60%. The existing church plus the addition are proposed at 17.43% impervious. Public Land Dedication No cash in lieu of land dedication shall be required with the addition. Comprehensive Plan Resource Management System The Resource Management System Plan goal of preserving surface water quality is supported by the implementation of a stormwater management BMP storm basin. 7 Land Use Plan The Comprehensive Plan guides this property for urban reserve. The full build future land use plan guides the property for low density residential. The proposed church addition is consistent with the designated land use. Housing Plan The goals and policies of Housing Plan are not negatively impacted by the church addition. Transportation Plan Goals of the Transportation Plan are to ensure that street and roads are as safe as possible and to reduce unnecessary traffic. The church is accessed via CSAH 54 and there will be no change to the existing driveways. CSAH 54/20th Ave. N is an "A" minor arterial/reliever road. There will be a limited hiring of additional staff and volunteers with no noticeable increase in traffic and no impacts to the traffic levels of service are anticipated. Sanitary Sewer and Water Supply Plan The site is served by onsite private well and wastewater treatment system which can accommodate the demands of the church addition. Wetlands There are wetlands located to the west of the addition but they will not be impacted. Floodplain There is Zone AE floodplain along the west side of the site but there are no impacts. Shoreland District The addition is within the Shoreland District of Peltier Lake. The maximum allowed impervious surface is 60%. The existing church plus the addition are proposed at 17.43% impervious. The additional is 300+ feet outside the required 150 foot setback. AUAR An EAW for the original construction of Eagle Brook Church Project was prepared in 2002. On May 12, 2003, the Lino Lakes City Council adopted Resolution No. 03-44 making a negative declaration on the need for an Environmental Impact Statement. N. In September 2005, the City prepared the I -35E Corridor AUAR and the church is located within the AUAR boundary. The AUAR was updated in 2010 and 2015. The addition to Eagle Brook Church is in compliance with the AUAR at detailed by the WSB comment letter dated August 3, 2016. Stormwater Maintenance Agreement A Stormwater Maintenance Agreement is not required. Site Improvement Performance Agreement A Site Improvement Performance Agreement is not required. RECOMMENDATION Staff recommends approval of the conditional use permit and site plan review with the following conditions: 1. All comments from the WSB City Engineer letter dated August 4, 2016 shall be addressed. 2. All comments from the WSB AUAR Plan Review letter dated August 3, 2016 shall be addressed. 3. All comments from the Environmental Coordinator dated August 4, 2016 shall be addressed. 4. A Site Improvement Performance Agreement shall be required. 5. A fire protection plan shall be submitted to verify the private water system can accommodate the demands of the proposed church addition. 6. Sheet 220.00S, Overall Site Plan a. Required and proposed setbacks shall be provided. ATTACHMENTS 1. Site Location Map 2. Aerial Maps 3. WSB City Engineer letter dated August 4, 2016 4. WSB AUAR Plan Review letter dated August 3, 2016 5. Environmental Coordinator letter dated August 4, 2016 6. Applicant Narrative 7. Site Plan Review Worksheet 8. Excerpts of the Plan Set 9. Architectural Plans 9 RONDEA'U S4KE 100 -yr 888.1 81ST ST FIRM-BFE-888 FIS BFE 887.6 80TH ST 14 C RONOP �O� Eagle Brook Church oo 7775 20th Avenue N aw I'LL TIER LAKE OHWL 884.71 Q 100 -yr -887.0 Lino- - es FIRM BFE�888 FIS BFE 887..-7 COUNTY PARKWAY G OO 77TH ST d c REHBEIN ST ~ v7 H v GEORGE WATCH - 1 00`-yrr8�1 J W o o ELI O DO O Centerville N Site Location Map W E °°° Z°°° 4°°° CITY `�I O F Feet IN E s Aerial Mapo N -�, y o zoo aoo ao c�N Y � KE F Ea le Brook Church W E Feet g S. Building a legacy—your legacy. Memorandum To: Katie Larsen, City Planner From: Diane Hankee PE, City Engineer Nick Guilliams, WSB and Associates Date: August 3, 2016 Re: Eagle Brook Church Plan Review WSB Project No. 2988-290 701 Xenia Avenue South Suite 300 Minneapolis, MN 55416 Tel: 763-541-4800 Fax: 763-541-1700 We have reviewed the plans for dated July 11, 2016 for the Eagle Brook Church Addition in Lino Lakes, MN prepared by BWBR. The following are our review comments that should be responded to in writing by the applicant. Reference the City's 2016 General Specifications and Standard Detail Plates for Street and Utility Construction for any construction activities. GRADING, EROSION AND SEDIMENT CONTROL 1. Rice Creek Watershed District permit required. 2. Include description of construction activity and any potential phasing. 3. Describe maintenance information for temporary BMPs. Show location for temporary/permanent erosion control measures. 4. Show locations for stockpiles and the BMPs associated with stockpile management. 5. Include name(s) of trained professional who will be completing required inspections and maintenance activities and who will ensure all permits are applied for and the requirements upheld. 6. Provide language of the requirement to not complete final grading until the contributing drainage area has been constructed and fully stabilized unless rigorous erosion prevention and sediment controls are provided. Equal Opportunity Employer wsbeng.com SXommunity DevelopmentTrojectsWlanning Cases\Eagle Brook Church (Technology Room Exponsion)4StaffReports\20160810 PZ\3 20160804 Engineering Review Eagle Brook Church FINAL.DOCX Ms. Katie Larsen August 3, 2016 Page 2 STORMWATER MANAGEMENT Please provide the engineering calculations for the high water elevation in the proposed basin. 2. Provide drainage arrows to and from the EOF south of the basin. 3. Groundwater information has not been provided — infiltration is prohibited in areas with less than 3 feet of separation between the basin bottom and the water table. 4. The designer should verify that the native soils in the proposed infiltration area have a minimum infiltration rate of 0.2 inches per hour (HSG A, B, or Q. A soil amendment might be necessary to ensure the system will function as designed. 5. Soil infiltration rates can initially be estimated from NRCS soil data, and confirmed with an on-site geotechnical investigation. Rates should be consistent with the MN Stormwater Manual: http://stonnwater.pca.state.nm.us/index.php/Design_infiltration rates 6. The proposed infiltration basin should be shown to have a draw -down time of no greater than 48 hours. (Draw -down time = depth - infiltration rate) FLOODPLAIN 1. No floodplain impacted by this development. WETLANDS 1. No wetlands impacted by this development. ENVIRONMENTAL 1. The AUAR review was completed and comments are provided within a inemo to Katie Larsen dated August 3, 2016, enclosed. WATER SYSTEM 1. No improvements to the existing on-site water system proposed. SANITARY SEWER SYSTEM 1. No improvements to the existing on-site sanitary sewer system proposed. STORM SEWER SYSTEM 1. See Stormwater Management comments. S:\ Canty Development\Projects\Planning Cases\Eagle Brook Church (Technology Room Expansion)\Staff Reports\20160810 PZ\3 20160804 Engineering 1 Ms. Katie Larsen August 3, 2016 Page 3 TRANSPORTATION 1. The proposed plan is to expand the existing site with a 5,517 square foot addition. The addition has the potential to generate additional traffic. The city engineer has reviewed the Church Expansion project and determined that the potential for a significant increase in traffic volumes to be minimal. No additional traffic study is required. 2. Plans have been submitted to the Anoka County Highway Department for review. The applicant shall address all review comments as a condition of approval. The applicant shall provide the following permits prior to final plat approval. City of Lino Lakes Approval a. Site Plan b. Grading, Excavation, and Foundation Permits c. Building Permits 2. Rice Creek Watershed Permit a. Rule D: Erosion and Sediment Control If you or the applicant has any questions regarding these comments, please contact Diane Hankee at (651) 982-2430 or diane.hankee@ci.lino-lakes.mn.us. S:\ Canty Development\Projects\Planning Cases\Eagle Brook Church (Technology Room Expansion)\Staff Reports\20160810 PZ\3 20160804 Engineering 1 Building a legacy—your legacy. Memorandum To: Katie Larsen, City of Lino Lakes From: Diane Hankee, City Engineer Nick Guilliams, WSB & Associates, Inc. Date: August 3, 2016 Re: Eagle Brook Church Addition AUAR Plan Review WSB Project No. 2988-290 701 Xenia Avenue South Suite 300 Minneapolis, MN 55416 Tel: 763-541-4800 Fax: 763-541-1700 WSB staff has reviewed the Preliminary Plans dated July 11, 2016 Eagle Brook Church Addition Plans in Lino Lakes, MN prepared by BWBR for conformance with the AUAR. The following are mitigation measures that must be addressed in the plans according to the 2015 AUAR Mitigation Plan Update. Fish, Wildlife, Ecologically Sensitive Resources 1. AUAR Mitigation Item 11.1. The AUAR highlights this area as part of the Conservation Design Framework (CDF). It is not located within Core or Outlier habitat but is bordered to the north with a future greenway corridor and trail. • A wetland is located west of the development area. It appears that the wetland is at least 300 feet from the wetland boundary. 2. AUAR Mitigation Item 11.8. The AUAR requires an eagle nest survey. The DNR has records of eagle nests within 1 mile of the project area. T • There are no trees located within the development area and city environmental staff has confirmed that no eagle nests are present within the development area. 3. AUAR Mitigation Item 11.10. The AUAR requires a rare plant survey to be completed in wetlands and other designated areas. There are no wetlands present within the development area, and the development area is a maintained lawn. City environmental staff has confirmed that a rare plant survey is not needed in this area. 4. AUAR Mitigation Item 11.12. Implement the Conservation Design Framework (CDF) of the AUAR. Equal Opportunity Employer wsbeng.com K:\02988-290\20160802 Submittal\AUAR Review Eagle Brook Addition August 3, 2016 Page 2 This development area is outside of the core and outlier habitats, but is bordered to the north with a future greenway corridor and trail. Water Resources: Wetlands 1. There are no wetlands or DNR public waters present within the development area. The nearest wetland is located off site and west of the development area. Water Use AUAR Mitigation Item 13.5. The AUAR requires abandoned private wells to be sealed in compliance with the Minnesota Department of Health (MDH) regulations. • There is one well on the property which will be protected during construction. If this well is abandoned, it should be sealed in compliance with MDH. Erosion and Sedimentation AUAR Mitigation Item 16.2. The AUAR requires project proposers to meet the erosion and sediment control regulations in all applicable regulations, ordinances, and rules of the city and MPCA, and Rice Creek Watershed District (RCWD). • This project will disturb less than 1 acre of land and does not require a NPDES Construction Stormwater Permit through the MPCA or an Erosion and Sediment Control Plan or Permit through RCWD. • The project will disturb surface soils and removes vegetative cover on more than 5,000 square feet of land. A notice must be submitted in advance of disturbance on a form provided by the RCWD and conform the activity to standard best practices established by and available from the RCWD. 2. AUAR Mitigation Item 16.3. The AUAR requires that project proposers minimize runoff, improve the quality of runoff, and provide erosion control through BMPs and other low impact development techniques. • This is achieved with the proposed infiltration basin. • Silt fence is shown around the perimeter of the development area on the grading plan. 3. AUAR Mitigation Item 16.4. Provide construction oversight to ensure designed sediment and erosion control measures are being implemented. • Add a note in the plans dictating whose duty it is to implement sediment and erosion control measures during construction. Water Quality: Surface Water Runoff 1. AUAR Mitigation Item 17.3. This section of the AUAR requires that stormwater management systems are to be developed in accordance with the current version of the Rice Creek Watershed District Rules. The development will create less than 10,000 square feet of impervious surface, so a stormwater management permit through RCWD is not required. K:\02988-290\20160802 SubmittaRAUAR Review Eagle Brook Addition August 3, 2016 Page 3 Water Quality: Wastewater AUAR Mitigation Item 18.5. Each proposed development will be required to provide a detailed projection of wastewater generation and flows. • This has been reviewed by the city engineer and is in compliance with the mitigation measures. Soil and Groundwater Contamination AUAR Mitigation Section 19.2. • While contaminated materials such as residual petroleum contamination, are not expected within the development area, if any are discovered during construction the applicant should follow state laws and report the information to the MPCA for further investigation and, if necessary, remediation. Transportation AUAR Mitigation Section 21.1 and 21.3 indicates that a traffic impact analysis study is required for all development projects within the AUAR area. The AUAR did not include any planned expansion or development on the Eagle Brook Site. • The city engineer has reviewed the Church Expansion project and determined that the potential for a significant increase in traffic volumes to be minimal. No additional traffic study is required. 2. AUAR Mitigation Section 21.11 indicates that the proposer should follow Anoka County's Development Review Manual. The proposed site plan and traffic review needs to be submitted to Anoka County for review and comment. Cultural Resources AUAR Mitigation Section 25.1. The development area is not within an area with high potential for archeological sites. • The applicant will not need to complete a Phase I Archeological Survey. Compatibility with Plans AUAR Mitigation Section 27.1. The Eagle Brook Church did not inform the AUAR preparers of any building addition plans during the AUAR panel meeting process. A potential expansion of the number of seats and additional parking was included in the Eagle Brook Church EAW analysis. Expansion of the number of seats would be internal and would not require a building addition. Any building additions to the church will require a separate environmental review as the AUAR did not address any additional building expansion plans for the Eagle Brook Church. • The City, as the Responsible Government Unit, has the ability and authority to review development plans and determine if there are significant environmental K:\02988-290\20160802 SubmittaRAUAR Review Eagle Brook Addition August 3, 2016 Page 4 impacts that have not been addressed. While the language from the original AUAR states that expansion of the Church could require additional environmental review as the AUAR did not include expansion at the Church, it is our opinion that the small 5,550 square foot addition will not significantly increase environmental issues based on the type of expansion and therefore an separate environmental review would not be needed. Permits The following permits and approvals may be required prior to construction: City of Lino Lakes Approval a. Site Plan b. Grading, Excavation, and Foundation Permits c. Building Permits 2. Rice Creek Watershed Permit a. Rule D: Erosion and Sediment Control — submit notice in advance of disturbance. If you or the applicant has any questions regarding these comments, please contact Diane Hankee at (651) 982-2430 or diane.hankee@ci.lino-lakes.mn.us. K:\02988-290\20160802 SubmittaRAUAR Review A O F Memo To: Katie Larsen From: Marty Asleson Environmental Date: August 4, 2016 Re: Environmental Board Recommendations for Eagle Brook Church The following recommendations were made by the Environmental Board on July 27, 2016 for Eagle Brook Church: • The project should be reviewed for consistency with the AUAR. • Construction of the addition should be sequenced with the Heron Rookery nesting period. This was a recommendation in 2003, and should be carried forward to 2016. • There is a sod and turf -seed mixture seed for the proposed ground cover. All sodded and seeded areas must be irrigated. • Page 1 gIWIgIR sy\ 216 SAINT PAUL. I MADISON \\ / 380 St. Peter Street, Suite 600 651.222.3701 Saint Paul, MN 55102 bwbr.conn VJUL18 2016 July 18, 2016 Re: Eagle Brook Church Lino Lakes Addition, Online 7775 20th Avenue North Lino Lakes, MN 55038 Parcel ID: 11-31-22-41-0004 Legal Description: Lot 1, Block 1, Eagle Brook Addition. Online Addition Narrative: PURPOSE: This proposal is for a 5,574 sf addition to the existing church campus at Lino Lakes. The addition will relocate the existing audio and video control room for the Lino Lakes Campus and the Master Control Room that feeds Eagle Brook's satellite campuses along with the engineering room that houses all the racks of equipment for their technology. It also adds one control room for a new online — web service that Eagle Brook intends to launch in 2017 and two other potential/future control rooms that would support future campuses. There is also a conference room/viewing room that allows executive team members to see what all the campuses are seeing, a small office area for approximately 5-8 technical staff, an audio studio that provides a controlled video recording room and support spaces such as toilets, mechanical and electrical rooms. No seats are being added to the worship space. Most of the staff and volunteers in this space are being relocated from existing spaces that will be converted to storage and support spaces for the worship center. A couple new staff and several volunteers will be added to operate some of the new services the addition provides. The addition improves the technical operations at Eagle Brook Church to meet the current and future demands for the technology they utilize. It also provides upgraded security, power requirements and mechanical equipment to keep them operating smoothly. EXISTING CONDITIONS Property = 91.2 acres (3,973,150 sf) Impervious Cover = 15.77 acres (687,005 sf) Impervious % = 17.2% Parking Provided = 1,075 spaces Worship Seats = 2,100 Parking Required = 700 spaces (1:3 Seats in Worship) Existing Building SF (Ground)= 57,618 sf (Upper) = 27,524 sf (Total) = 85,142 sf Type of Construction = 1-B Allowable Area = Unlimited Fire Protection = Sprinkled Throughout PROPOSED CONDITIONS = no change =15.90 acres (692,579) = 17.43% = no change = no change = no change = 63,192 sf = no change = 90,716 sf = 1-B = no change = Sprinkled Throughout Eagle Brook Church Lino Lakes Campus — Online Addition Narrative.dotx Online Addition Narrative Eagle Brook Church Lino Lakes Campus — Online Addition 7-18-2016 Page 2of2 The location of the addition is on the Northwest side of the existing church and will not be seen from 201h Avenue or any adjacent properties to the south. It is approximately 260 feet from the north property line and currently there are no structures that would have visibility of the addition. The footprint of the addition is completely inside the existing fire road that surrounds the west side of the church; so there is no change to access or conditions for fire protection. The exterior of the addition will have materials to match the existing building: Architectural Precast concrete (red and buff), Architectural Metal Panel and a Storefront Glazing System. The height of the building matches the low roof of the existing church that it butts into. Some landscaping is provided to soften the north and south elevations. Wall mounted exterior light fixtures to match the existing building lighting for both aesthetics and performance will be provided at the two building exits. End. C\Users\gpisca\AppData\Local\Microsoft\Windows\Temporary Internet Files\Content.Outlook\UKJBW6HX\Eagle Brook Lino Lakes Addition - Online Narrative.docx Rev. Apr. 2015 CITY C7F L�N_() L KE PROJECT: Eagle Brook Church Addition DATE: July 27, 2016 REVISED: SITE PLAN REVIEW WORKSHEET Planning & Zoning Board Date: August 10, 2016 City Council Date: September 12, 2016 To be addressed by applicant ZONING/LAND USE NOTES: Zoning District R -Rural Future Land Use Plan Urban Reserve Sewered or Unsewered Lot Unsewered Private septic system CUP required? Yes Existing CUP Resolution No. 04-17 Comprehensive Plan Amendment? No Rezoning required? No Variance required? No Required Proposed Lot size (acres) 10 82.8 acres Parcel site is 82.8 acres. Eagle Brook owns 2 other parcels totaling 91.2 acres. Lot width (ft.) 330 1,500 8/5/2016 1 7 Site Plan Worksheet -Eagle Brook Church.xlsx Setbacks -Street Required Proposed Principal Building -Local Street - - Principal Building-Collector/Arterial Street 40 740+ Parking Lot 15 250+ Setbacks -North Side Yard Principal Building Accessory Building Parking Lot/Driveway Setbacks -South Side Yard Principal Building Accessory Building Parking Lot/Driveway Setbacks -West Rear Yard Principal Building Accessory Building Parking Lot/Driveway From Residential District Between Principal Buildings Height Reauired Pronosed 50 200+ 10 NA 10 50+ Reauired Proposed 50 900+ 10 NA 10 100+ Reauired Proposed 30 500+ 10 NA 10 800+ Required Proposed NA NA NA NA Required Proposed 35' max 16'4" ft No chances to parkinq lot No changes to parking lot No changes to parking lot No changes to parking lot 8/5/2016 2 7 Site Plan Worksheet -Eagle Brook Church.xlsx Shoreland district? Yes Peltier Lake -Natural Environment Lake OHWL? 887.7 The existing church and proposed addition is 500+ feet from the OHWL. Impervious surface restrictions Required Proposed 60% max 17.43% GENERAL PROVISIONS Conforming use Yes Conforming structure Yes Buildable area Yes 60% per Shoreland District Ordinance Building Type and Construction Institutional Exterior materials will match existing building Precast concrete (red and buff), metal panel and storefront glazing system All sides of the principal and accessory structures are to have essentially the same or a coordinated harmonious finish treatment OK No new accessory structures proposed Stucco or EIFS shall constitute no more than 30% of the primary, front building elevation. OK 94% Precast concrete, 1.7% Metal panel, 4.3% Windows Stucco or EIFS shall constitutue no more than 60% of any side or rear elevation. OK West Elevation=100% Precast concrete OK North Elevation=88% Precast concrete, 3% Metal panel, 9% Windows OK South Elevation=94% Precast concrete, 2% Metal panel, 4% Windows Stucco or EIFS shall not extend closer than three (3) feet to the ground plane. NA Exterior materials will match existing building. 8/5/2016 3 7 Site Plan Worksheet -Eagle Brook Church.xlsx Buildings shall have a well-defined base, middle and top. Yes Addition will match existing building Earth tone colors of exterior materials shall be required. Yes Buff and red brick colors 10% of the building facade may contain contrasting colors. Contrasting colors shall be those colors not defined as earth tones. NA Outside storage NA Mechanical equipment screened Yes New mechanical equipment will screened behind 7' precast concrete wall Accessory buildings or structures Required Proposed Number of structures NA NA Size NA NA Refuse and recylable materials enclosure Existing 8/5/2016 4 7 Site Plan Worksheet -Eagle Brook Church.xlsx Outdoor lighting 1.0 ft candle allowance onto right of way NA The only new lighting proposed is 1 wall mounted security light above door. 0.4 ft candle allowance onto adjacent prop. NA The only new lighting proposed is 1 wall mounted security light above door. Hooded lights Yes Downlit, hooded security light Required Proposed Height 30 ft max. NA Location Required Proposed Street ROW 30ft NA Side or rear 100 ft NA Smoke, Dust, Odors, Noise Minimal Typical construction activities. Sewage Disposal (on-site) NA Waste material Yes Typical construction waste material will be propertly disposed of. Bulk storage (liquid) No Radiation emission No Electrical emission No Exterior storage No 8/5/2016 5 7 Site Plan Worksheet -Eagle Brook Church.xlsx LANDSCAPING Canopy Cover Standards Not applicable. Foundation Landscape Standards Not applicable. 3 Deciduous trees, 2 ornamental trees, 12 shrubs and 6 coniferous shrubs are proposed. Existing landscaping pre -dates current ordinance requirements. Proposed landscaping will match or exceed existing. Vehicular Hardscape (sf) x Canopy Cover Percent = Required Minimum Canopy Cover (sf) VH (sf) x 40% = 0 Min. Canopy Cover (sf) Proposed Canopy Cover (sf) 0 OVER/UNDER REQUIREMENTS (sf) Location LF of Building Per Code (Large) Required (Large) Proposed (Large) Over (+) i Short (-) Total LF Per 100 LF Trees Shrubs Trees Shrubs Trees Shrubs Trees Shrubs Front (Main St) Front (Otter Lake) Side Rear (Private Drive) 8/5/2016 6 7 Site Plan Worksheet -Eagle Brook Church.xlsx Open Areas Landscape Standards Not applicable. Buffer and Screen Standards Btn parking lot and public ROW Btn residential uses and arterial/collector Btn adjacent less intense, residential uses Btn loading/service area and public view Outdoor Storage Yards Double row w/ triangular spacing Combination of large, medium and/or small trees along screen Berms shall be irrigated, 3:1 slope, 4" topsoil Permanent walls shall be offset Open Area Per Code (Large) Required (Large) Proposed (Large) Total SF Per 2,000 SF Trees Shrubs Trees Shrubs Trees Shrubs I 0 0 1 1 3 1 0 0 1 NA NA Reauired Proposed Heiaht and Material 30" height NA 6 feet NA 6 feet Addtion is > 500 feet from the closest residential property. Existing tree buffer alo 6 feet NA 8 feet NA NA NA NA KLA Wall/fence materials NA ig north property line. Boulevard Tree Standards NA Irrigation Required Irrigation is required for all grass and landscaped areas. Irrigation plan is required. 8/5/2016 7 7 Site Plan Worksheet -Eagle Brook Church.xlsx Tree Preservation & Mitigation Standards Tree survey Tree preservation plan Performance security required Fences Parking Angle of parking Stall Width & Length Curb length per car Stall Depth Wall to Aisle Stall Depth Interlock to Aisle Aisle Width One Way Aisle Width Two Way Curb cut access 30 feet from intersection Curb cut access 40 feet from one another Curb cut and driveway 5 feet from side yard Curb cut width Grade elevation Striping 4" wide NA NA NA NA Reauired Proposed - NA 9x18 NA 10' 5" NA 21' 0" NA 19,101, NA 12'0" NA 22' 0" NA NA Reauired Proposed 36 feet max. NA 5% NA 4" NA No additional stalls are required. No changes to curb cuts are proposed. 8/5/2016 8 7 Site Plan Worksheet -Eagle Brook Church.xlsx Continuous concrete perimeter curb barrier NA Parking lot exists. No change requried. Six (6)+ stalls adjacent to street or residential requires berm, wall or fence NA Parking lot landscaping NA Six (6)+ stalls requires landscaping NA Commercial uses with 50+ stalls require islands 100 s.f. per 25 stalls Required Proposed # stall requirements 700 1,075 1 space for every 3 seats in worship with 2,100 worship seats # handicap stall requirements -- No additional parking stall required. SPECIAL REVIEW REGULATIONS Shoreland District Yes Peltier Lake Floodplain District Yes Floodplain exists on the west side of the property but does not impact addition. RCWD or VLAWMO? RCWD Town Center Design & Development Guide NA Industrial Park Covenants NA Signage NA 8/5/2016 9 7 Site Plan Worksheet -Eagle Brook Church.xlsx EAW/AUAR COMPLIANCE Does an EAW/AUAR exist? Is an EAW/AUAR required? Is project in compliance? Does EAU/AUAR need to be revised? ADDITIONAL NOTES Yes No Yes No A 2002 EAW, 2005 AUAR, 2010 & 2015 updated AUAR exist. WSB reviewed and found church addition is in compliance with AUAR 8/5/2016 10 7 Site Plan Worksheet -Eagle Brook Church.xlsx A 1 B 1 C D E F G H 1 1 2 3 4 5 6 7 I I X �y I x Z91.1 / \ I x0 x 0g0 g X I I / � I / � I / olro #$ 0gI6 I ; / � I 891 I � / X 0909 X 090$ SF 0906 SIF �� SF 96_� SF X 0g6y �— � SF / SF — I I ' I I / SF I I I px 09 � � I I PROTECT EXISTNG WELL DURING X0g0'S CONSTRUCTION / I I � / I Y /, I I � / I I / I I I k / I , X ggb bO 096, g x I k X $ X 6' x oi, I I DEMOLITION PLAN Li 090 220.1CS CIVIL SITE PLAN I I GRADING AND DRAINAGE PLAN 250.CD / 2601P LANDSCAPE PLAN I I I I � / I i I I I I � x oi, I I DEMOLITION PLAN Li 090 220.1CS CIVIL SITE PLAN 230.CG GRADING AND DRAINAGE PLAN 250.CD CIVIL DETAILS 2601P LANDSCAPE PLAN I I I I � / I i I I I I � / I , ' I / I I egg0 I X Og00 I x0gp X10bi 896 * 6 , I I / I 090 I , / I I , / I I X 65 0g I I x I EXISTING CONDITIONS 210.SD DEMOLITION PLAN 220.00S 090 220.1CS CIVIL SITE PLAN 230.CG GRADING AND DRAINAGE PLAN 250.CD CIVIL DETAILS 2601P LANDSCAPE PLAN I I X / I i � I x0gp X10bi 896 I I / I , / I , / X 65 0g I / REMOVE EXISTING ' SIDEWALK & SLABS , I � I N a e SILT FENCE AROUND PERIMETER I I / ' I I I I I I I / I I I I I I I W II I 'o 0g0y 0 � % g * X a9 9 X agg� o I I � x Ogg. I I I / x 0996 I I I I / V) I , N I X So. I I I X 0q I I ' / I / U_ I / N I / I I / I rI ', I I i X 099 3 I I I g � N _ I gg• x * 0996 � $gg x 55 I X 09 g gg a X agg. X 0 I I to X I I I I LL I I N I I I I I I I I I I I I gX I I I LL. N AS AS �dS I I I I I I JS \ I I I I I I I I W X 0999 I I ,x I 0ggI � I I I X 0991 I I I X 0gg� I I I N X $gg o k X gg. Ogg h I $gg b 0 I � X egg I I I I I I 895 I I I I $gg" X i �S / �S I I I I I I / I I I I I Ogg N I I \ x / I / I / � I x 0g0 \ I I X09°9 g'S / \ / X 0999\ X 0g . X Ogg. / / \ X 4 Og i 09°i9 / / \/ /0gk;l / j \ 0ggti x ro / X 6g / / / 9 X / XOg�I g x0 / \ / x gga• x / X g9b6 X X $gp9 / / / 6 X gg0 / OgA / / / XMI s X 1 2 r ---------------I r ---- I I I I I I I I I i ° m \ \ d \ xg. \ \ 3 4 5 0 10 20 %7%== SCALE IN FEET CALL BEFORE YOU DIG! Gopher State One Call TWIN CITY AREA: 651-454-0002 TOLL FREE: 1-800-252-1166 SURVEY LEGEND TC TOP OF CURB ,972.5 SPOT ELEVATION THSD ELEV @ THRESHOLD Rio ROOF DRAIN sco o SANITARY CLEANOUT 0 WELL LIGHT POLE CONCRETE CURB CONCRETE 8-72 CONTOUR DEMOLITION LEGEND: REMOVE EXISTING BITUMINOUS PAVING ® REMOVE EXISTING CONCRETE PAVING/WALKS REMOVE EXISTING BUILDING REMOVE EXISTING FENCE, CURB & GUTTER & RETAINING WALL /W\AA REMOVE EXISTING UTILITIES DEMOLITION NOTES 1. BACKGROUND INFORMATION IS BASED ON A FIELD SURVEY BY LOUCKS ASSOCIATES. 2. THE CONTRACTOR SHALL TAKE ALL PRECAUTIONS NECESSARY TO AVOID PROPERTY DAMAGE TO ADJACENT PROPERTIES DURING THE CONSTRUCTION PHASE OF THIS PROJECT. THE CONTRACTOR WILL BE HELD RESPONSIBLE FOR ANY DAMAGES TO ADJACENT PROPERTIES OCCURRING DURING THE CONSTRUCTION PHASE OF THIS PROJECT. 3. THE CONTRACTOR WILL BE RESPONSIBLE FOR PROVIDING AND MAINTAINING TRAFFIC CONTROL DEVICES SUCH AS BARRICADES, WARNING SIGNS, DIRECTIONAL SIGNS, FLAGMEN AND LIGHTS TO CONTROL THE MOVEMENT OF TRAFFIC WHERE NECESSARY. PLACEMENT OF THESE DEVICES SHALL BE APPROVED BY THE ENGINEER PRIOR TO PLACEMENT. TRAFFIC CONTROL DEVICES SHALL CONFORM TO THE APPROPRIATE MINNESOTA DEPARTMENT OF TRANSPORTATION STANDARDS. 4. IN ACCORDANCE WITH GENERALLY ACCEPTED CONSTRUCTION PRACTICES, THE CONTRACTOR WILL BE SOLELY AND COMPLETELY RESPONSIBLE FOR CONDITIONS ON THE JOB SITE, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY DURING THE PERFORMANCE OF THE WORK. THIS REQUIREMENT WILL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS. 5. THE DUTY OF THE ENGINEER OR THE DEVELOPER TO CONDUCT CONSTRUCTION REVIEW OF THE CONTRACTORS PERFORMANCE IS NOT INTENDED TO INCLUDE REVIEW OF THE ADEQUACY OF THE CONTRACTORS SAFETY MEASURES IN, OR NEAR THE CONSTRUCTION SITE. 6. BEFORE BEGINNING CONSTRUCTION THE CONTRACTOR SHALL INSTALL A TEMPORARY ROCK ENTRANCE PAD AT ALL POINTS OF VEHICLE EXIT FROM THE PROJECT SITE. SAID ROCK ENTRANCE PAD SHALL BE MAINTAINED BY THE CONTRACTOR FOR THE DURATION OF THE PROJECT. SEE SHEET C3-1 FOR DETAILS. 7. EROSION AND SEDIMENTATION CONTROL MEASURES SHALL BE ESTABLISHED AROUND THE SITE PERIMETER AS SHOWN AND IN ACCORDANCE WITH NPDES PERMIT REQUIREMENTS, BEST MANAGEMENT PRACTICES, CITY REQUIREMENTS AND THE DETAILS SHOWN ON SHEET C3-1 & C8-1 OF THE PROJECT PLANS. 8. ALL CONSTRUCTION ACTIVITY INCLUDING STOCKPILING, STAGING & PARKING MUST TAKE PLACE ON-SITE. 9. TEMPORARY STREET SIGNS, LIGHTING & ADDRESSES SHALL BE PROVIDED DURING CONSTRUCTION. 10. CONTRACTOR SHALL OBTAIN A CITY & STATE PERMIT FOR OBSTRUCTIONS AND WORK WITHIN RIGHT-OF-WAY. PERMIT IS REQUIRED PRIOR TO REMOVALS OR INSTALLATION. 11. PROTECT EXISTING SITE FEATURES THAT ARE NOT NOTED FOR REMOVAL. IF DISCREPANCIES ARISE, NOTIFY ENGINEER IMMEDIATELY FOR RESOLUTION. 12. WE HAVE SHOWN EXISTING SERVICES BASED ON CITY AS-BUILTS & A GOPHER ONE LOCATE. THERE MAY BE SERVICES THAT ARE NOT SHOWN. 13. NO WORK TO BE DONE OUTSIDE OF CONSTRUCTION/SILT FENCE WITHOUT PRIOR AUTHORIZATION FROM ENGINEER. 14. THE REMOVAL OF EXISTING SERVICES WITHIN THE CONSTRUCTION LIMITS SHALL BE COORDINATED WITH THE GENERAL CONTRACTOR AND UTILITY OWNER. ADDITIONAL SERVICES MAY EXIST. WARNING: THE CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING FOR LOCATIONS OF ALL EXISTING UTILITIES. THEY SHALL COOPERATE WITH ALL UTILITY COMPANIES IN MAINTAINING THEIR SERVICE AND / OR RELOCATION OF LINES. THE CONTRACTOR SHALL CONTACT GOPHER STATE ONE CALL AT 651-454-0002 AT LEAST 48 HOURS IN ADVANCE FOR THE LOCATIONS OF ALL UNDERGROUND WIRES, CABLES, CONDUITS, PIPES, MANHOLES, VALVES OR OTHER BURIED STRUCTURES BEFORE DIGGING. THE CONTRACTOR SHALL REPAIR OR REPLACE THE ABOVE WHEN DAMAGED DURING CONSTRUCTION AT NO COST TO THE OWNER. 6 7 n EAGLE BROOK CAMPUS 7 ONLINE A C D 380 St. Peter Street, Ste. 600 Saint Paul, MN 55102 651.222.3701 bwbr.com Consultants ■ LoUCKS PLANNING CIVIL ENGINEERING LAND SURVEYING LANDSCAPE ARCHITECTURE ENVIRONMENTAL 7200 Hemlock Lane, Suite 300 Maple Grove, MN 55369 763.424.5505 www.loucksinc.com Loucks Project No. This document may be an electronic file or may be printed from an electronic file provided to the user. It is the sole responsibility of the user to ensure that the content and quality is consistent with the content and quality of the paper documents on file at BWBR. 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. Valentina M. Anderson - PE License No. 43423 Date Issued For Item Date CITY SUBMITTAL 07-11-16 E F IG W This Sheet may be a Reduced Copy. The bar above is 1" long on a Full Size Sheet. Drawing Scales apply to Full Size Sheets. Sheet Index 200.EX EXISTING CONDITIONS 210.SD DEMOLITION PLAN 220.00S OVERALL CIVIL SITE PLAN 220.1CS CIVIL SITE PLAN 230.CG GRADING AND DRAINAGE PLAN 250.CD CIVIL DETAILS 2601P LANDSCAPE PLAN Comm. No. Drawn 1519400 VMA Sheet Title SITE DEMOLITION PLAN Sheet No. 21O.SD 1 2 3 X $9b'h 4r0'$� 0 H.$g$ X8 'rog6' X $g$$ TC 898.17 89E.2 O 6°y65 g9r0 o EQUIPMENT AREA $y6 el I . 95.73 D ! 1 xnW I I x $9`'� ! ! x $9 ' ! ! a9 x y x x$ I ! $g$ro X $$ �' x$9y. x6gg;l g9�`'6 6x$956 q'l I I / X X $9y $ $g$$ ! I / $�$' $9y- X l$qh 6 ff 1 x $95 5$ 6 $9 $�$, gyri h $ a x g$, I ! x x $ gy5• x a3 X I f X +a $gy$gyp X $9yy X 4,9�' I x t;0_ -2 I ! y I ! u I H top$g56 x Sry S X ! ! s ! I X g95' h° R in En in b$ * H $9$' .x $g$6 $9y, a X$g ! I 6 E �9y $ c x + I $g5•t` •'a $gcy6 x t X %yt JJ r' x X1 $95�" X $9 $g56 THSD= X$$ x$g�$ ! X 895.71 2ba. gh9 J 2 ! A,It, 5r0 THSD= $° ' I 895.6 '- 895.71 X ox �. 01 ! I gh. 9 $g6• A H X 9k5 X I ! x$ gE,.1 xX ghg xg �` X $9$• $95`. .e Op $ '09�' $ !!, 1I x •' 4/! C'� ,! $g0.g X x$gh6 ,fig#$.. BENCHMARK: 3 I 9 x FrddA : "+iC CONTROL POINT NO. 6 a91 / 06 X 'S ELEVAToN=894.54 ��AX. X $9A9 'h N $,._..: $�-.-��.. x.a. • d` a9 .` K $r5y4 agh• °`c x4'9 q'�.�` a e �4ga X N gk`,k- / rr a9h;1 x rb�`- 8 $1p6 x$ rr rr x x89 + a 4 e.�$°41, X Xto. H$t` 60 '+ 7 . a $gy'1 .. a`S`s.• x$ r 8g'x r r rr �D 0 X $y; S x fi7.31' a a33oA rr - $9 F rr rr ��° $�• N �$gg rrr SCD H}� X $gS6 x rtt r X $g x $g fV $gy. 6 $ $ x$�3. X$ s INLn 5. 10 W$�° x$g 1 �o as r a x $g"� 1x $9 D�1. 6q6, r9 ti $9 Le) $°�A 1 29.8 $9h�. X®$ a : SO',"f49b x $gh•y a�9 GI 4 5 TC TOP OF CURB THSD ELEV @ THRESHOLD sco 0 SANITARY CLEANOUT -N- 0 30 60 SCALE IN FEET SURVEY LEGEND =972.5 SPOT ELEVATION RD, X $y H TC 897.18 $ 96 J 220.00S .641.53 r: TC ro 897.38 220.1CS B 230.CG GRADING AND DRAINAGE PLAN d� a �a�--��~~ CIVIL DETAILS 2601P LANDSCAPE PLAN TC 89 .14 1' ___ $5 rr ___________ 1 H 5s7, a rrr 6g$, $g$ / $ 4 x $g� .a X X$. TC H$93; // ��X'H$g$ x IJ / 897.51 k A 9$$ x $�$ X$ X $g$1�S H $9� X $9g �!a d f I $ygh TC 897.38 f11 x I 9 f"1 $g1 O XH$� x$9$ I 1 g$ $9 1 I X$ x BENCHMARK: 0g$ CONTROL POINT NO. 7 1 Elevation=898.75 r x A9$� $�7 X 1 ! 94`O g�'0 ••, $g'1 x x $g� .9 � 5 x $g$ X $g� r l H$. _... _X$ X t r + r 1 r r $ti x I 1 $9 1 ..,..� X $g$a x I I H I X I x x TC ✓ 896.92 6 �6x$ I I - I y 0°$ .. , x $9$$ x ob x ob ,� x $o5 X $9b'h 4r0'$� 0 H.$g$ X8 'rog6' X $g$$ TC 898.17 89E.2 O 6°y65 g9r0 o EQUIPMENT AREA $y6 el I . 95.73 D ! 1 xnW I I x $9`'� ! ! x $9 ' ! ! a9 x y x x$ I ! $g$ro X $$ �' x$9y. x6gg;l g9�`'6 6x$956 q'l I I / X X $9y $ $g$$ ! I / $�$' $9y- X l$qh 6 ff 1 x $95 5$ 6 $9 $�$, gyri h $ a x g$, I ! x x $ gy5• x a3 X I f X +a $gy$gyp X $9yy X 4,9�' I x t;0_ -2 I ! y I ! u I H top$g56 x Sry S X ! ! s ! I X g95' h° R in En in b$ * H $9$' .x $g$6 $9y, a X$g ! I 6 E �9y $ c x + I $g5•t` •'a $gcy6 x t X %yt JJ r' x X1 $95�" X $9 $g56 THSD= X$$ x$g�$ ! X 895.71 2ba. gh9 J 2 ! A,It, 5r0 THSD= $° ' I 895.6 '- 895.71 X ox �. 01 ! I gh. 9 $g6• A H X 9k5 X I ! x$ gE,.1 xX ghg xg �` X $9$• $95`. .e Op $ '09�' $ !!, 1I x •' 4/! C'� ,! $g0.g X x$gh6 ,fig#$.. BENCHMARK: 3 I 9 x FrddA : "+iC CONTROL POINT NO. 6 a91 / 06 X 'S ELEVAToN=894.54 ��AX. X $9A9 'h N $,._..: $�-.-��.. x.a. • d` a9 .` K $r5y4 agh• °`c x4'9 q'�.�` a e �4ga X N gk`,k- / rr a9h;1 x rb�`- 8 $1p6 x$ rr rr x x89 + a 4 e.�$°41, X Xto. H$t` 60 '+ 7 . a $gy'1 .. a`S`s.• x$ r 8g'x r r rr �D 0 X $y; S x fi7.31' a a33oA rr - $9 F rr rr ��° $�• N �$gg rrr SCD H}� X $gS6 x rtt r X $g x $g fV $gy. 6 $ $ x$�3. X$ s INLn 5. 10 W$�° x$g 1 �o as r a x $g"� 1x $9 D�1. 6q6, r9 ti $9 Le) $°�A 1 29.8 $9h�. X®$ a : SO',"f49b x $gh•y a�9 GI 4 5 TC TOP OF CURB THSD ELEV @ THRESHOLD sco 0 SANITARY CLEANOUT -N- 0 30 60 SCALE IN FEET SURVEY LEGEND =972.5 SPOT ELEVATION RD, ROOF DRAIN 220.00S WELL 220.1CS LIGHT POLE DESCRIPTION OF PROPERTY SURVEYED Lot 1, Block 1, EAGLE BROOK ADDIOTION. Subject to easements of record. SURVEY REPORT CONCRETE CURB CONCRETE CONTOUR 6 1. The purpose of this survey is to show partial topography and existing improvements for the requested area of the property. No boundary work was performed for this survey. 2. The address, if disclosed in documents provided to or obtained by the surveyor, or observed while conducting the fieldwork is 7775 20th Avenue North, Lino Lakes, Minnesota. 3. This property is contained in Zone X (areas determined to be outside the 0.2% annual chance floodplain) per Flood Insurance Rate Map No. 27003C0360E, Community Panel No. 2700150360E, effective date of December 16, 2015. 4. Benchmark: MnDOT 0282 F, located 4.0 miles north of Centerville, in the southeast corner of bridge abutment at 80th Street (County Road 140) Bridge No. 02802 over Interstate Highway 35E, 2.3 miles west along 170th Street (County Road 4 and County Road 140) from Trunk Highway 61, 0.5 miles east of County Road 21. Elevation = 919.316 ft. (NGVD 29) Site Benchmark: Control Point No. 6, west of the gravel fire lane at the southerly end of the project. Elevation = 894.54 ft. (NGVD 29) Control Point No. 7, west of the gravel fire lane at the northerly end of the project. Elevation = 898.75 ft. (NGVD 29) 5. We have shown underground utilities on and/or serving the surveyed property per Gopher State One -Call Ticket No's 161592798 & 161593328. The following utilities and municipalities were notified: CITY OF LINO LAKES (651)982-2400 COMCAST (612)522-8141 CENTURYLINK (855)742-6062 CONNEXUS ENERGY (763)323-4215 KOCH PIPELINE CO LP (800)688-7594 CENTER POINT ENERGY (800)778-9140 GREAT RIVER ENERGY (763)241-2301 ZAYO BANDWIDTH (888)267-1063 & (763)230-3870 i. Utility operators do not consistently respond to locate requests through the Gopher State One Call service for surveying purposes such as this. Those utility operators that do respond, often will not locate utilities from their main line to the customer's structure or facility. They consider those utilities "private" installations that are outside their jurisdiction. These "private" utilities on the surveyed property or adjoining properties, may not be located since most operators will not mark such "private" utilities. A private utility locator may be contacted to investigate these utilities further, if requested by the client. ii. The locations of underground utility lines shown hereon is an approximation based on available reaps, unless otherwise noted on the survey, iii. Maps provided by those notified above, either along with a field location or in lieu of such a location, are very often inaccurate or inconclusive. EXTREME CAUTION MUST BE EXERCISED BEFORE AN EXCAVATION TAKES PLACE ON OR NEAR THIS SITE. BEFORE DIGGING, YOU ARE REQUIRED BY LAW TO NOTIFY GOPHER STATE ONE CALL AT LEAST 48 HOURS IN ADVANCE AT 811 or (651) 454--0002. 7 . LOUCKS PLANNING CIVIL ENGINEERING LAND SURVEYING LANDSCAPE ARCHITECTURE ENVIRONMENTAL 7200 Hemlock Lane, Suite 300 Maple Grove, MN 55369 763.424.5505 www.loucksinc.com CADD files prepared by the Consultant for this project are instruments of the Consultant professional services for use solely with respect to this project. These CADD files shall not be used on other projects, for additions to this project, or for completion of this project by others without written approval by the Consultant. with the Consultant's approval, others may be permitted to obtain copies of the CADD drawing files for information and reference only. All intentional or unintentional revisions, additions, or deletions to these CADD files shall be made at the full risk of that party making such revisions, additions or deletions and that party shall hold harmless and indemnify the Consultant from. any & all responsibilities, claims, and liabilities. 06/24/16 SURVEY ISSSUED -:1:1��=11010FJW-1LCI►►rr.11NM 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. Max L. Stanislowski - PLS License No. 48988 Date 06/24/16 Loucks Project No. 16321 Project Lead MLS Drawn By BJY Checked By MLS Field Crew BRS-MJA WARNING: CALL BEFORE YOU DIG! THE CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING FOR LOCATIONS OF ALL Gopher State One Cal I EXISTING UTILITIES. THEY SHALL COOPERATE WITH ALL UTILITY COMPANIES IN MAINTAINING THEIR SERVICE AND / OR RELOCATION OF LINES. TWIN CITY AREA: 651-454-0002 TOLL FREE: 1-800-252-1166 THE CONTRACTOR SHALL CONTACT GOPHER STATE ONE CALL AT 651-454-0002 AT LEAST 48 HOURS IN ADVANCE FOR THE LOCATIONS OF ALL UNDERGROUND WIRES, CABLES, CONDUITS, PIPES, MANHOLES, VALVES OR OTHER BURIED STRUCTURES BEFORE DIGGING. THE CONTRACTOR SHALL REPAIR OR REPLACE THE ABOVE WHEN DAMAGED DURING CONSTRUCTION AT NO COST TO THE OWNER. 1 2 3 4 5 6 7 Of m Cn m EAGLE BROOK CAMPUS 7 ONLINE IA C 0 E F IG W 380 St. Peter Street, Ste. 600 Saint Paul, MN 55102 651.222.3701 bwbr.com Consultants ■. LnUCKS PLANNING CIVIL ENGINEERING LAND SURVEYING LANDSCAPE ARCHITECTURE ENVIRONMENTAL 7200 Hemlock Lane, Suite 300 Maple Grove, MN 55369 763.424.5505 www.loucksinc.com Loucks Project No. This document may be an electronic file or may be printed from an electronic file provided to the user. It is the sole responsibility of the user to ensure that the content and quality is consistent with the content and quality of the paper documents on file at BWBR. 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. Valentina M. Anderson - PE License No. 43423 Date Issued For Item Date CITY SUBMITTAL 07-11-16 This Sheet may be a Reduced Copy. The bar above is 1" long on a Full Size Sheet. Drawing Scales apply to Full Size Sheets. Sheet Index 200.EX EXISTING CONDITIONS 210.SD DEMOLITION PLAN 220.00S OVERALL CIVIL SITE PLAN 220.1CS CIVIL SITE PLAN 230.CG GRADING AND DRAINAGE PLAN 250.CD CIVIL DETAILS 2601P LANDSCAPE PLAN Comm. No. Drawn 1519400 VMA Sheet Title EXISTING CONDITIONS Sheet No. 200. EX A I B I t� E I F I GI 1 2 3 4 5 6 100 0 100 scale feet 30 ET NORTH 0 100 200 %7=m SCALE IN FEET CALL BEFORE YOU DIG! % Gopher State One Call TWIN CITY AREA: 651-454-0002 TOLL FREE: 1-800-252-1166 WARNING: THE CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING FOR LOCATIONS OF ALL EXISTING UTILITIES. THEY SHALL COOPERATE WITH ALL UTILITY COMPANIES IN MAINTAINING THEIR SERVICE AND/ OR RELOCATION OF LINES. THE CONTRACTOR SHALL CONTACT GOPHER STATE ONE CALL AT 651-454-0002 AT LEAST 48 HOURS IN ADVANCE FOR THE LOCATIONS OF ALL UNDERGROUND WIRES, CABLES, CONDUITS, PIPES, MANHOLES, VALVES OR OTHER BURIED STRUCTURES BEFORE DIGGING. THE CONTRACTOR SHALL REPAIR OR REPLACE THE ABOVE WHEN DAMAGED DURING CONSTRUCTION AT NO COST TO THE OWNER. SITE PLAN GENERAL NOTES AREA/DENSITY TOTAL DISTURBED AREA = 0.43 AC. = 100% EX. IMPERVIOUS SURFACE AREA = 0.014 AC. = 3.26% PROP. IMPERVIOUS SURFACE AREA = 0.14 AC. = 32.56% BUILDING SURFACE AREA = 0.13 AC.= 30.23% PERVIOUS SURFACE AREA = 0.29 AC. = 67.44% 1. ALL PAVING, CONCRETE CURB, GUTTER AND SIDEWALK SHALL BE FURNISHED AND INSTALLED IN ACCORDANCE WITH THE DETAILS SHOWN PER SHEET C8-1 AND THE REQUIREMENTS OF THE CITY. SEE LANDSCAPE AND ARCHITECTURAL PLANS FOR ANY ADDITIONAL HARDSCAPE APPLICATIONS. 2. THE CITY DEPARTMENT OF ENGINEERING AND BUILDING INSPECTIONS DEPT. AND THE CONSTRUCTION ENGINEER SHALL BE NOTIFIED AT LEAST 48 HOURS PRIOR TO ANY WORK WITHIN THE STREET RIGHT OF WAY (SIDEWALK, STREET OR DRIVEWAYS) 3. MINNESOTA STATE STATUTE REQUIRES NOTIFICATION PER "GOPHER STATE ONE CALL" PRIOR TO COMMENCING ANY GRADING, EXCAVATION OR UNDERGROUND WORK. 4. ANY SIGN OR FIXTURES REMOVED WITH IN THE RIGHT OF WAY OR AS PART OF THE SITE WORK SHALL BE REPLACED BY THE CONTRACTOR IN ACCORDANCE WITH THE CITY REQUIREMENTS. THE CONTRACTOR SHALL PRESERVE AND MAINTAIN ANY EXISTING STREET LIGHTS AND TRAFFIC SIGNS PER THE REQUIREMENTS OF THE CITY. 5. CLEAR AND GRUB AND REMOVE ALL TREES, VEGETATION AND SITE DEBRIS PRIOR TO GRADING. ALL REMOVED MATERIAL SHALL BE HAULED FROM THE SITE DAILY AND DISPOSED OF PROPERLY BY CONTRACTOR. ALL CLEARING AND GRUBBING AND REMOVALS SHALL BE PERFORMED PER THE CONTRACT SPECIFICATIONS. EROSION CONTROL MEASURES SHALL BE IMMEDIATELY ESTABLISHED UPON REMOVAL. (SEE SHEET C3-1) 6. THE CONTRACTOR SHALL BE REQUIRED TO OBTAIN ALL PERMITS FROM THE CITY AS REQUIRED FOR ALL WORK WITH THE STREET AND PUBLIC RIGHT OF WAY. 7. A SIGNIFICANT PORTION OF SITE IMPROVEMENTS NOT SHOWN ON THIS SHEET AREA DESCRIBED AND PROVIDED IN FURTHER DETAIL ON THE ARCHITECTURAL AND LANDSCAPE PLANS. THIS INCLUDES LANDSCAPING, LIGHTING AND OTHER FIXTURES. 9. CONSTRUCTION NOTES: PEDESTRIAN RAMPS SHALL BE PROVIDED AT THE LOCATIONS SHOWN AND AS SHOWN PER THE CIVIL DETAILS. 10. SEE SHEETS C3-1 FOR GRADING AND DRAINAGE. 1 2 3 C EE UTILITY EASEMENT . V I I r T TI A e—I/ C4 e• � r . A .c1�A • e yy •' C de 4 5 77t4 St E Rehben St C3 Z17 7 1 II I I I I EXISTING CIVIL LEGEND PROPOSED Of m Q 0 U EAGLE BROOK CAMPUS 7 ONLINE IA B W. B. R 380 St. Peter Street, Ste. 600 Saint Paul, MN 55102 651.222.3701 bwbr.com Consultants ■■ LOUCKS PLANNING CIVIL ENGINEERING LAND SURVEYING C LANDSCAPE ARCHITECTURE ENVIRONMENTAL 7200 Hemlock Lane, Suite 300 Maple Grove, MN 55369 763.424.5505 www.loucksinc.com E IF IG Loucks Project No. This document may be an electronic file or may be printed from an electronic file provided to the user. It is the sole responsibility of the user to ensure that the content and quality is consistent with the content and quality of the pap er documents on file at BWBR. 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. Valentina M. Anderson - PE License No. 43423 Date Issued For Item Date CITY SUBMITTAL 07-11-16 CITY RESUBMITTAL 07-15-16 This Sheet may be a Reduced Copy. The bar above is 1" long on a Full Size Sheet. Drawing Scales apply to Full Size Sheets. Sheet Index 200.EX EXISTING CONDITIONS O SANITARY MANHOLE • OVERALL CIVIL SITE PLAN 220.1CS OQ STORM MANHOLE O 250.CD CIVIL DETAILS ®� CATCH BASIN D CULVERT HYDRANT N GATEVALVE N @l POST INDICATOR VALVE OPiV LIGHT POLE 0 POWER POLE � –� SIGN - BENCHMARK SOIL BORINGSSt ���h � _ lU WATER MANHOLE QT TELEPHONE MANHOLE 0 UTILITY MANHOLE r ® ELECTRIC MANHOLE —w— WATER SERVICE —qS SANITARY SERVICE (� HANDICAP PARKING 1'0% DIRECTION OF FLOW 109 EBC SITE ezx.e SPOT ELEVATION °2Xe —924— CONTOURS ---92+—,- SANITARY SEWER » STORM SEWER — WATERMAIN —Fl FORCEMAIN—FM- ->>—DT DRAINTILE » DT— SILT FENCE _ CURB & GUTTER RETAINING WALL TREELINE ----- EASEMENT LINE ------ - — — — SETBACK LINE — — — — FENCE LINE —X—X UNDERGROUND TELE GAS= UNDERGROUND GAS oti— OVERHEAD UTILITY 6 7 Of m Q 0 U EAGLE BROOK CAMPUS 7 ONLINE IA B W. B. R 380 St. Peter Street, Ste. 600 Saint Paul, MN 55102 651.222.3701 bwbr.com Consultants ■■ LOUCKS PLANNING CIVIL ENGINEERING LAND SURVEYING C LANDSCAPE ARCHITECTURE ENVIRONMENTAL 7200 Hemlock Lane, Suite 300 Maple Grove, MN 55369 763.424.5505 www.loucksinc.com E IF IG Loucks Project No. This document may be an electronic file or may be printed from an electronic file provided to the user. It is the sole responsibility of the user to ensure that the content and quality is consistent with the content and quality of the pap er documents on file at BWBR. 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. Valentina M. Anderson - PE License No. 43423 Date Issued For Item Date CITY SUBMITTAL 07-11-16 CITY RESUBMITTAL 07-15-16 This Sheet may be a Reduced Copy. The bar above is 1" long on a Full Size Sheet. Drawing Scales apply to Full Size Sheets. Sheet Index 200.EX EXISTING CONDITIONS 210.SD DEMOLITION PLAN 220.00S OVERALL CIVIL SITE PLAN 220.1CS CIVIL SITE PLAN 230.CG GRADING AND DRAINAGE PLAN 250.CD CIVIL DETAILS 2601P LANDSCAPE PLAN Comm. No. Drawn 1519400 VMA Sheet Title OVERALL SITE PLAN H Sheet No. 220,oOCS A I B C RE E F GI 1 I / � I I I , I , I , I , I , I I � I � I � I � I I I � I � I � I � I � I I I � I � I � I � I � I I I I I I I 2 3 4 5 6 7 I gg1 I i / I / I �— I I I i � I I I I I I I I I , I , I I I , I I I I I I I I I , I I I , I I I I / I I / I I Y I I TRENCH DRAIN CROSSING (SEE DETAIL) / I I / I I / I I I I I I I I I I I I I I I I I I I I CONDENSOR PAD i I I I I I I PCC SCREEN WALL I i (SEE ARCHITECTURAL) I I I I I I I , I , I v I I GENERATOR PAD I I I , I I I , I I I I I I I , I , I , I , I I / I I / I I / I I / I I / I I / I I / I I / I I / I I / I , I I I I I I I I I I I I I I I I I I I I I I I , I I I I I I , I I I I I , I I I I I I I I I I I I , I � I / I I / I I / I / I r 5.0 - l I I I I I /I I I I I I I I — I I I I I I I I I I I I I I I I I I I I I I a I I I I I I I I I I I I I I I I I I I , I I I I 1 I , I I I I , I I II , I I I I , I , II I I I I I , I I II , I I I I , I , II , I , I I I I I II I I I I I , I I II I I I I I , I I I I , / I I I I I I I , I I I , I I , I , II I I I II I I If/ I BASIN I BOT. 893.0 HWL 894.74 i I I , i I l / / / / / / / / i / / i x x i / i i i i i i i a r--------------- i I I I I 1 2 3 4 5 6 NORTH 0 10 20 %7%== SCALE IN FEET EXISTING CIVIL LEGEND PROPOSED DEMOLITION PLAN SANITARY MANHOLE • 220.1CS STORM MANHOLE O i CATCH BASIN CIVIL DETAILS 9 CULVERT HYDRANT -♦ D4 GATEVALVE N OPIv POST INDICATOR VALVE @Ply LIGHT POLE 0 POWER POLE � v SIGN <DbM #3 BENCHMARK _ SOIL BORINGS_ ® WATER MANHOLE TD TELEPHONE MANHOLE OU UTILITY MANHOLE (E) ELECTRIC MANHOLE WATER SERVICE + —q� SANITARY SERVICE (� HANDICAP PARKING qq L� DIRECTION OF FLOW — 10g 92X e SPOT ELEVATION 924.6 —92q—� CONTOURS 1'924_ > SANITARY SEWER >> STORM SEWER — WATERMAIN FM— FORCEMAIN FM U DRAINTILE >>DT— SILT FENCE CURB & GUTTER RETAINING WALL TREELINE ------ EASEMENT LINE ------ - — - SETBACK LINE — — — - -X x FENCE LINE —X—X UNDERGROUND TELE SAS- UNDERGROUND GAS OH— OVERHEAD UTILITY SITE PLAN GENERAL NOTES AREA/DENSITY TOTAL DISTURBED AREA = 0.43 AC. = 100% EX. IMPERVIOUS SURFACE AREA = 0.014 AC. = 3.26% PROP. IMPERVIOUS SURFACE AREA = 0.14 AC. = 32.56% BUILDING SURFACE AREA = 0.13 AC.= 30.23% PERVIOUS SURFACE AREA = 0.29 AC. = 67.44% EXISTING BUILDING FOOTPRINT = 57,618 SF EXISTING NET BUILDING AREA = 85,14 SF PROPOSED BUILDING AREA = 5,517 SF PROPOSED NET BUILDING AREA = 90,659 SF 1. ALL PAVING, CONCRETE CURB, GUTTER AND SIDEWALK SHALL BE FURNISHED AND INSTALLED IN ACCORDANCE WITH THE DETAILS SHOWN PER SHEET C8-1 AND THE REQUIREMENTS OF THE CITY. SEE LANDSCAPE AND ARCHITECTURAL PLANS FOR ANY ADDITIONAL HARDSCAPE APPLICATIONS. 2. THE CITY DEPARTMENT OF ENGINEERING AND BUILDING INSPECTIONS DEPT. AND THE CONSTRUCTION ENGINEER SHALL BE NOTIFIED AT LEAST 48 HOURS PRIOR TO ANY WORK WITHIN THE STREET RIGHT OF WAY (SIDEWALK, STREET OR DRIVEWAYS) 3. MINNESOTA STATE STATUTE REQUIRES NOTIFICATION PER "GOPHER STATE ONE CALL" PRIOR TO COMMENCING ANY GRADING, EXCAVATION OR UNDERGROUND WORK. 4. ANY SIGN OR FIXTURES REMOVED WITH IN THE RIGHT OF WAY OR AS PART OF THE SITE WORK SHALL BE REPLACED BY THE CONTRACTOR IN ACCORDANCE WITH THE CITY REQUIREMENTS. THE CONTRACTOR SHALL PRESERVE AND MAINTAIN ANY EXISTING STREET LIGHTS AND TRAFFIC SIGNS PER THE REQUIREMENTS OF THE CITY. 5. CLEAR AND GRUB AND REMOVE ALL TREES, VEGETATION AND SITE DEBRIS PRIOR TO GRADING. ALL REMOVED MATERIAL SHALL BE HAULED FROM THE SITE DAILY AND DISPOSED OF PROPERLY BY CONTRACTOR. ALL CLEARING AND GRUBBING AND REMOVALS SHALL BE PERFORMED PER THE CONTRACT SPECIFICATIONS. EROSION CONTROL MEASURES SHALL BE IMMEDIATELY ESTABLISHED UPON REMOVAL. (SEE SHEET C3-1) 6. THE CONTRACTOR SHALL BE REQUIRED TO OBTAIN ALL PERMITS FROM THE CITY AS REQUIRED FOR ALL WORK WITH THE STREET AND PUBLIC RIGHT OF WAY. 7. A SIGNIFICANT PORTION OF SITE IMPROVEMENTS NOT SHOWN ON THIS SHEET AREA DESCRIBED AND PROVIDED IN FURTHER DETAIL ON THE ARCHITECTURAL AND LANDSCAPE PLANS. THIS INCLUDES LANDSCAPING, LIGHTING AND OTHER FIXTURES. 9. CONSTRUCTION NOTES: PEDESTRIAN RAMPS SHALL BE PROVIDED AT THE LOCATIONS SHOWN AND AS SHOWN PER THE CIVIL DETAILS. 10. SEES EETS C,391 OR GRAPM6C VfVl*M.ENT Zn CALL BEFORE YOU DIGI Gopher State One Call TWIN CITY AREA: 651-454-0002 �N TOLL FREE: 1-800-252-1166 WARNING: THE CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING FOR LOCATIONS OF ALL EXISTING UTILITIES. THEY SHALL COOPERATE WITH ALL UTILITY COMPANIES IN MAINTAINING THEIR SERVICE AND / OR RELOCATION OF LINES. THE CONTRACTOR SHALL CONTACT GOPHER STATE ONE CALL AT 651-454-0002 AT LEAST 48 HOURS IN ADVANCE FOR THE LOCATIONS OF ALL UNDERGROUND WIRES, CABLES, CONDUITS, PIPES, MANHOLES, VALVES OR OTHER BURIED STRUCTURES BEFORE DIGGING. THE CONTRACTOR SHALL REPAIR OR REPLACE THE ABOVE WHEN DAMAGED DURING CONSTRUCTION AT NO COST TO THE OWNER. 7 n IA We ■CIIIIIIII E F IG W EAGLE BROOK CAMPUS 7 ONLINE 300C 380 St. Peter Street, Ste. 600 Saint Paul, MN 55102 651.222.3701 bwbr.com Consultants ■■ LOUCKS PLANNING CIVIL ENGINEERING LAND SURVEYING LANDSCAPE ARCHITECTURE ENVIRONMENTAL 7200 Hemlock Lane, Suite 300 Maple Grove, MN 55369 763.424.5505 www.loucksinc.com Loucks Project No. This document may be an electronic file or may be printed from an electronic file provided to the user. It is the sole responsibility of the user to ensure that the content and quality is consistent with the content and quality of the paper documents on file at BWBR. 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. Valentina M. Anderson - PE License No. 43423 Date Issued For Item Date CITY SUBMITTAL 07-11-16 CITY RESUBMITTAL 07-15-16 This Sheet may be a Reduced Copy. The bar above is 1" long on a Full Size Sheet. Drawing Scales apply to Full Size Sheets. Sheet Index 200.EX EXISTING CONDITIONS 210.SD DEMOLITION PLAN 220.00S OVERALL CIVIL SITE PLAN 220.1CS CIVIL SITE PLAN 230.CG GRADING AND DRAINAGE PLAN 250.CD CIVIL DETAILS 2601P LANDSCAPE PLAN Comm. No. Drawn 1519400 VMA Sheet Title SITE PLAN Sheet No. 220,olCS 07/11/2016 SITE PLAN SUBMITTAL PHOTO REFERENCE AT THE NORTH END OF THE EXISTING BUILDING LOOKING EAST RENDERING WITH EXISITNG BUILDING LOOKING NORTH JUL 18 2016 PHOTO REFERENCE AT THE NORTH END OF THE EXISTING BUILDING LOOKING SOUTH 07/11/2016 SITE PLAN SUBMITTAL 1 1 1 - T V ' � I 1 ' ! 1 14 i RENDERING WITH EXISITNG BUILDING LOOKING SOUTH pig 9 1 PHOTO REFERENCE AT THE NORTH END OF THE EXISTING BUILDING LOOKING SOUTH 07/11/2016 SITE PLAN SUBMITTAL 1 1 1 - T V ' � I 1 ' ! 1 14 i RENDERING WITH EXISITNG BUILDING LOOKING SOUTH CA> C> C> CD> D.4> v C> 2 07/11/2016 SITE PLAN SUBMITTAL O O OO O T 2v22 11'-312' 63'5' 8'-1114' iT312' 13'-11/4' 4'5314' 21'-2114' -- 23'-10' T-2' 1'4S' 3'-2' -_ 38'-0' TOTAL SF = 5,517 SF Naim 2E FLOOR PLAN - FIRST LEVEL- ZONE 1 401.1E 1/16" = 1'-0" FLOOR PLAN 0 TOP OF PRECAST ----- T0�' L}F DECK �► f 1�. 0" PRECAST EQUIP SCREEN - jFIRST LEVEL 1 DT -0' EXTERIOR ELEVATION - SOUTH PRECAST FINISH 1 ,6 PRECAST REVEAL 2 METAL PANEL WITH -04 -03 ALUM STOREFRONT SYSTEM - -ROOFTOP UNITS CAP FLASHING -TO MATCH EXISTING 07/11/2016 SITE PLAN SUBMITTAL 10 ;1'-€k" TOP OF PRECAST 1164' TOP OF DECK 114'•0" PRECAST EQUIP SCREEN FIRST LEVEL 1w_v_ =XTERII V8` =1'-W ALUMINUM STORE FRONT WITH EGRESS LIGHTING PRECAST FINISH 2 PRECAST FINISH 1 PRECAST REVEAL rt- _ - ROOFTOP UNITS A \C/ \`-''/ D t, CAP FLASHING - TO MATCH EXISTING 't v v v ELEVATION - WEST EXTERIOR ELEVATIONS PAGE 1 - PRECAST VERT JOINTS :?LISTING TOP OF PRECAST 1 - i 16'-4' EXISTING ROOF i EXISTING BUILDING TOTAL SURFACE AREA: 1,3938F MATERIAL SF WITH % OF TOTAL PRECAST =1,312 SF: 94% METAL PANEL - 25 SF.' 02% WINDOW = 56 SF: 04% EXISTING BUILDING 1' TOTAL. SURFACE AREA, 1,429 SF MATERIAL SF WITH % OF TOTAL PRECAST =1,.429 SF: 100% METAL. PANEL = 0 SF: 0' WINDOW 0 SF, 0% 07/11/2016 SITE PLAN SUBMITTAL —� — PRECAST FINISH 2 +� CAP FLASHING ff PRECAST REVEAL "J fi0 MATCH .. — - EXISTING EXISTING TOP OF PRECAST 1 TOP OF EXISTING RC][}F 1 114'-4" EXISTING BUILDING TOTAL SURFACE AREA: 1357 SF MATERIAL SF WITH % OF TOTAL PRECAST =1,188 SF : 88% METAL PANEL = 42 SF: 3% WINDOW m 127 SF: 9% FIRST LEVEL 100,-4" EXTERIOR ELEVATION - NORTH EXTERIOR ELEVATIONS PAGE 2 METAL PANEL WITH ALUM STOREFRONT SYSTEM PRECAST VERT JOINTS WITH EGRESS LIGHTING it, - ---- —TQP OF QED_i 114'-0" PRECAST EQUIP SCREEN—,,, 811 -- --. - — ; ._Oe . EXTERIOR ELEVATION - NORTH EXTERIOR ELEVATIONS PAGE 2 METAL PANEL WITH ALUM STOREFRONT SYSTEM PRECAST VERT JOINTS WITH EGRESS LIGHTING it, PLANNING & ZONING BOARD AGENDA ITEM 51) STAFF ORIGINATOR: Mike Grochala Community Development Director Alex McKenzie Community Development Intern P & Z MEETING DATE: August 10, 2016 REQUEST: Public Hearing, Zoning Ordinance Text Amendment for the purpose of amending City Code Chapter 1007 by adding Section 1007.056 opting out of the requirements of Minnesota Statutes, Section 462.3593, regulating Temporary Family Health Care Dwellings. CASE NUMBER: APPLICANTS: OWNERS: REVIEW SCHEDULE: TA2016-001 City Initiated ►: Complete Application Date: NA Environmental Board Meeting: NA EDAC Meeting: NA Park Board Meeting: NA P & Z Board Meeting: August 10, 2016 City Council Meeting: August 22, 2016 60 -Day Review Date: NA 60 -Day Extension: NA BACKGROUND In May, Minnesota Statutes, Section 462.3593 was signed into law allowing "mentally or physically impaired person" to say in a "temporary dwelling" on a relative's or caregiver's property with certain requirements as to allowed structures and caregiver status. The reason behind the law was to create a process for landowners to place mobile residential dwellings on their property to serve as temporary family health care dwellings. Under Subdivision 9 of Minnesota Statutes, Section 462.3593, cities are specifically allowed to `opt out' of its requirements. Lino Lakes will be required to follow and implement the new law, unless it passes an ordinance to "opt out". The requirements of Minnesota Statutes, Section 462.3593 will go into effect on September 1, 2016. If the City chooses not to opt. out, Lino Lakes will need to have a permit fee in place and be ready to accept/process applications for temporary family health care dwellings by September 1, 2016. ANALYSIS With respect to this new legislation, the League of Minnesota Cities has opined that "the most conservative approach would be to opt out of the statue." The City could then if it desired study the matter further and consider an ordinance that would be best suited to the city. It is staff's recommendation that the City adopt an ordinance opting out of the requirements of Minnesota Statutes, Section 462.3593. RECOMMENDATION Staff recommends approval of proposed Ordinance No. 09-16. ATTACHMENTS 1. Proposed Ordinance No. 09-16 2. League of MN facts sheet 2 I" Reading: Publication: 2 nd Reading: Effective: CITY OF LINO LAKES ORDINANCE NO. 09-16 AN ORDINANCE AMENDING CITY CODE SECTION 1007 BY ADDING SECTION 1007.056 OPTING -OUT OF THE REQUIREMENTS OF MINNESOTA STATUTES, SECTION 462.3593 The City Council of Lino Lakes ordains: Section 1. Purpose. On May 12, 2016, Governor Dayton signed into law the creation and regulation of temporary family health care dwellings, codified at Minn. Stat. § 462.3593, which permit and regulate temporary family health care dwellings and subdivision 9 of Minn. Stat. §462.3593 allows cities to "opt out" of those regulations. Section 2. Amendment. Lino Lakes City Code Chapter 1007 is hereby amended as set forth below by adding Section 1007.056 as follows: Section 1007.056 Opt Out of Minn. Stat.462.3593. Pursuant to authority granted by Minnesota Statutes, Section 462.3593, subdivision 9, the City of Lino Lakes opts -out of the requirements of Minn. Stat. §462.3593, which defines and regulates Temporary Family Health Care Dwellings. Section 3. Effective Date. This Ordinance shall be effective from and after its passage and publication according to the Lino Lakes City Charter. Adopted by the Lino Lakes City Council this 22"d day of August, 2016. The motion for the adoption of the foregoing ordinance was introduced by Council Member and was duly seconded by Council Member and upon vote being taken thereon, the following voted in favor thereof- The hereof The following voted against same: Jeff Reinert, Mayor ATTEST: Julianne Bartell, City Clerk FO LEAGUE of CONNECTING & INNOVATING �VL AAINNESOTA SINCE 1913 CITIES Temporary Family Health Care Dwellings of 2016 Allowing Temporary Structures — What it means for Cities Introduction: On May 12, 2016, Gov. Dayton signed, into law, a bill creating a new process for landowners to place mobile residential dwellings on their property to serve as a temporary family health care dwelling.' Community desire to provide transitional housing for those with mental or physical impairments and the increased need for short term care for aging family members served as the catalysts behind the legislature taking on this initiative. The resulting legislation sets forth a short term care alternative for a "mentally or physically impaired person", by allowing them to stay in a "temporary dwelling" on a relative's or caregiver's property.2 Where can I read the new law? Until the state statutes are revised to include bills passed this session, cities can find this new bill at 2016 Laws, Chapter 111. Does the law require cities to follow and implement the new temporary family health care dwelling law? Yes, unless a city opts out of the new law or currently allows temporary family health care dwellings as a permitted use. Considerations for cities regarding the opt -out? These new temporary dwellings address an emerging community need to provide more convenient temporary care. When analyzing whether or not to opt out, cities may want to consider that: • The new law alters a city's level of zoning authority for these types of structures. • While the city's zoning ordinances for accessories or recreational vehicles do not apply, these structures still must comply with setback requirements. • A city's zoning and other ordinances, other than its accessory use or recreational vehicle ordinances, still apply to these structures. Because conflicts may arise between the statute and a city's local ordinances, cities should confer with their city attorneys to analyze their current ordinances in light of the new law. ' 2016 Laws, Chapter 111. 2 Some cities asked if other states have adopted this type of law. The only states that have a somewhat similar statute at the time of publication of this FAQ are North Carolina and Virginia. It is worth noting that some states have adopted Accessory Dwelling Unit (ADU) statutes to allow granny flats, however, these ADU statutes differ from Minnesota's Temporary Health Care Dwelling law. 145 UNIVERSITY AVE. WEST PHONE: (651) 281-1200 FAX: (651) 281-1299 ST. PAUL, MN 55103-2044 TOLL FREE: (800) 925-1122 WEB: wwwLMCOaG Temporary Family HealthCare Dwellings June 27, 2016 Page 2 • Although not necessarily a legal issue for the city, it seems worth mentioning that the permit process does not have the individual with the physical or mental impairment or that individual's power of attorney sign the permit application or a consent to release his or her data. • The application's data requirements may result in the city possessing and maintaining nonpublic data governed by the Minnesota Government Data Practices Act. • The new law sets forth a permitting system for both cities and counties3. Cities should consider whether there is an interplay between these two statutes. Do cities need to do anything to have the new law apply in their city? No, the law goes into effect Sept. 1, 2016 and automatically applies to all cities that do not opt out or don't already allow temporary family health care dwellings as a permitted use under their local ordinances. Do cities lose the option to opt out after the Sept. 1, 2016 effective date? No, the law does not set a deadline for opting out, so cities can opt out after Sept. 1, 2016. However, if the city has not opted out by Sept. 1, 2016, then the city must not only have determined a permit fee amount4 before that date (if the city wants to have an amount different than the law's default amount), but also must be ready on that date to accept applications and process the permits in accordance with the short timeline required by the law. Cities should consult their city attorney to analyze how to handle applications submitted after Sept. 1, 2016, but still pending at the time of a later opt out. What if a city already allows a temporary family health care dwelling as a permitted use? If the city already has designated temporary family health care dwellings as a permitted use, then the law does not apply and the city follows its own ordinance. The city should consult its city attorney for any uncertainty about whether structures currently permitted under existing ordinances qualify as temporary family health care dwellings. What process should the city follow if it chooses to opt out of this statute? Cities that wish to opt out of this law must pass an ordinance to do so. The statute does not provide clear guidance on how to treat this opt -out ordinance. However, since the new law adds section 462.3593 to the land use planning act (Minn. Stat. ch. 462), arguably, it may represent the adoption or an amendment of a zoning ordinance, triggering the requirements of Minn. Stat. § 462.357, subd. 2-4, including a public hearing with 10 -day published notice. Therefore, cities may want to err on the side of caution and treat the opt -out ordinance as a zoning provision.5 3 See Minn. Stat. §394.307 4 Cities do have flexibility as to amounts of the permit fee. The law sets, as a default, a fee of $100 for the initial permit with a $50 renewal fee, but authorizes a city to provide otherwise by ordinance. s For smaller communities without zoning at all, those cities still need to adopt an opt -out ordinance. In those instances, it seems less likely that the opt -out ordinance would equate to zoning. Because of the ambiguity of the Temporary Family HealthCare Dwellings June 27, 2016 Page 3 Does the League have a model ordinance for opting out of this program? Yes. Link to opt out ordinance here: Temporary Family Health Care Dwellings Ordinance Can cities partially opt out of the temporary family health care dwelling law? Not likely. The opt -out language of the statute allows a city, by ordinance, to opt out of the requirements of the law but makes no reference to opting out of parts of the law. If a city wanted a program different from the one specified in statute, the most conservative approach would be to opt out of the statute, then adopt an ordinance structured in the manner best suited to the city. Since the law does not explicitly provide for a partial opt out, cites wanting to just partially opt out from the statute should consult their city attorney. Can a city adopt pieces of this program or change the requirements listed in the statute? Similar to the answer about partially opting out, the law does not specifically authorize a city to alter the statutory requirements or adopt only just pieces of the statute. Several cities have asked if they could add additional criteria, like regulating placement on driveways, specific lot size limits, or anchoring requirements. As mentioned above, if a city wants a program different from the one specified in the statute, the most conservative approach would involve opting out of the statute in its entirety and then adopting an ordinance structured in the manner best suited to the city. Again, a city should consult its city attorney when considering adopting an altered version of the state law. What is required in an application for a temporary family health care dwelling permit? The mandatory application requests very specific information including, but not limited to:6 • Name, address, and telephone number of the property owner, the resident of the property (if different than the owner), and the primary care giver; • Name of the mentally or physically impaired person; • Proof of care from a provider network, including respite care, primary care or remote monitoring; • Written certification signed by a Minnesota licensed physician, physician assistant or advanced practice registered nurse that the individual with the mental or physical impairment needs assistance performing two or more "instrumental activities of daily life;"7 statute, cities should consult their city attorneys on how best to approach adoption of the opt -out ordinance for their communities. 6 New Minn. Stat. § 462.3593, subd. 3 sets forth all the application criteria. 7 This is a term defined in law at Minn. Stat. § 256B.0659, subd. 1(i) as "activities to include meal planning and preparation; basic assistance with paying bills; shopping for food, clothing, and other essential items; performing household tasks integral to the personal care assistance services; communication by telephone and other media; and traveling, including to medical appointments and to participate in the community." Temporary Family HealthCare Dwellings June 27, 2016 Page 4 • An executed contract for septic sewer management or other proof of adequate septic sewer management; • An affidavit that the applicant provided notice to adjacent property owners and residents; • A general site map showing the location of the temporary dwelling and the other structures on the lot; and • Compliance with setbacks and maximum floor area requirements of primary structure. The law requires all of the following to sign the application: the primary caregiver, the owner of the property (on which the temporary dwelling will be located) and the resident of the property (if not the same as the property owner). However, neither the physically disabled or mentally impaired individual nor his or her power of attorney signs the application. Who can host a temporary family health care dwelling? Placement of a temporary family health care dwelling can only be on the property where a "caregiver" or "relative" resides. The statute defines caregiver as "an individual, 18 years of age or older, who: (1) provides care for a mentally or physically impaired person; and (2) is a relative, legal guardian, or health care agent of the mentally or physically impaired person for whom the individual is caring." The definition of "relative" includes "a spouse, parent, grandparent, child, grandchild, sibling, uncle, aunt, nephew or niece of the mentally or physically impaired person. Relative also includes half, step and in-law relationships." Is this program just for the elderly? No. The legislature did not include an age requirement for the mentally or physically impaired dweller. 8 Who can live in a temporary family health care dwelling and for how long? The permit for a temporary health care dwelling must name the person eligible to reside in the unit. The law requires the person residing in the dwelling to qualify as "mentally or physically impaired," defined as "a person who is a resident of this state and who requires assistance with two or more instrumental activities of daily living as certified by a physician, a physician assistant, or an advanced practice registered nurse, licenses to practice in this state." The law specifically limits the time frame for these temporary dwellings permits to 6 months, with a one-time 6 month renewal option. Further, there can be only one dwelling per lot and only one dweller who resides within the temporary dwelling 8 The law expressly exempts a temporary family health care dwelling from being considered "housing with services establishment', which, in turn, results in the 55 or older age restriction set forth for "housing with services establishment' not applying. Temporary Family HealthCare Dwellings June 27, 2016 Page 5 What structures qualify as temporary family health care dwellings under the new law? The specific structural requirements set forth in the law preclude using pop up campers on the driveway or the "granny flat" with its own foundation as a temporary structure. Qualifying temporary structures must: • Primarily be pre -assembled; • Cannot exceed 300 gross square feet; • Cannot attach to a permanent foundation; • Must be universally designed and meet state accessibility standards; • Must provide access to water and electrical utilities (by connecting to principal dwelling or by other comparable means 9); • Must have compatible standard residential construction exterior materials; • Must have minimum insulation of R-15; • Must be portable (as defined by statute); • Must comply with Minnesota Rules chapter 1360 (prefabricated buildings) or 1361 (industrialized/modular buildings), "and contain an Industrialized Buildings Commission seal and data plate or to American National Standards Institute Code 119.2"10; and • Must contain a backflow check valve. I I Does the State Building Code apply to the construction of a temporary family health care dwelling? Mostly, no. These structures must meet accessibility standards (which are in the State Building Code). The primary types of dwellings proposed fall within the classification of recreational vehicles, to which the State Building Code does not apply. Two other options exist, however, for these types of dwellings. If these structures represent a pre -fabricated home, the federal building code requirements for manufactured homes apply (as stated in Minnesota Rules, Chapter 1360). If these structures are modular homes, on the other hand, they must be constructed consistent with the State Building Code (as stated in Minnesota Rules, Chapter 1361). What health, safety and welfare requirements does this new law include? Aside from the construction requirements of the unit, the temporary family health care dwelling must be located in an area on the property where "septic services and emergency vehicles can gain access to the temporary family health care dwelling in a safe and timely manner." What local ordinances and zoning apply to a temporary health care dwelling? The new law states that ordinances related to accessory uses and recreational vehicle storage and parking do not apply to these temporary family health care dwellings. 9 The Legislature did not provide guidance on what represents "other comparable means". 10 ANSI Code 119.2 has been superseded by NFPA 1192. For more information, the American National Standards Institute website is located at https://www.ansi.ora . u New Minn. Stat. § 462.3593, subd. 2 sets forth all the structure criteria. Temporary Family HealthCare Dwellings June 27, 2016 Page 6 However, unless otherwise provided, setbacks and other local ordinances, charter provisions, and applicable state laws still apply. Because conflicts may arise between the statute and one or more of the city's other local ordinances, cities should confer with their city attorneys to analyze their current ordinances in light of the new law. What permit process should cities follow for these permits? The law creates a new type of expedited permit process. The permit approval process found in Minn. Stat. § 15.99 generally applies; however, the new law shortens the time frame within which the local governmental unit can make a decision on the permit. Due to the time sensitive nature of issuing a temporary dwelling permit, the city does not have to hold a public hearing on the application and has only 15 days (rather than 60 days) to either issue or deny a permit. For those councils that regularly meet only once a month, the law provides for a 30 -day decision. The law specifically prohibits cities from extending the time for making a decision on the permit application. The new law allows the clock to restart if a city deems an application incomplete, but the city must provide the applicant written notice within five business days of receipt of the application identifying the missing information. Can cities collect fees for these permits? Cities have flexibility as to amounts of the permit fee. The law sets the fee at $100 for the initial permit with a $50 renewal fee, unless a city provides otherwise by ordinance Can cities inspect, enforce and ultimately revoke these permits? Yes, but only if the permit holder violates the requirements of the law. The statute allows for the city to require the permit holder to provide evidence of compliance and also authorizes the city to inspect the temporary dwelling at times convenient to the caregiver to determine compliance. The permit holder then has sixty (60) days from the date of revocation to remove the temporary family health care dwelling. The law does not address appeals of a revocation. How should cities handle data it acquires from these permits? The application data may result in the city possessing and maintaining nonpublic data governed by the Minnesota Government Data Practices Act. To minimize collection of protected heath data or other nonpublic data, the city could, for example, request that the required certification of need simply state "that the person who will reside in the temporary family health care dwelling needs assistance with two or more instrumental activities of daily living", without including in that certification data or information about the specific reasons for the assistance, the types of assistance, the medical conditions or the treatment plans of the person with the mental illness or physical disability. Because of the complexities surrounding nonpublic data, cities should consult their city attorneys when drafting a permit application. Should the city consult its city attorney? Yes. As with any new law, to determine the potential impact on cities, the League recommends consulting with your city attorney. Temporary Family HealthCare Dwellings June 27, 2016 Page 7 Where can cities get additional information or ask other questions. For more information, contact Staff Attorney Pamela Whitmore at pwhitmore@lmc.org or LMC General Counsel Tom Grundhoefer at tizrundho@lmc.org. If you prefer calling, you can reach Pamela at 651.281.1224 or Tom at 651.281.1266.