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CAS-01_PLANNING CASE NO. 19-01CITY OF CHANHASSEN ENGINEERING DEPARTMENT 7700 Market Boulevard P.O. Box 147 CHANHASSEN, MN 55317 (952) 227-1160 FAX (952) 227-1170 LETTER OF TRANSMITTAL DATE JOB NO. 11/5/20 PC 2019-01 ATTENTION Jean Olson RE: The Bluffs at Lake Luc TO: Campbell Knutson PA Grand Oak Office Center 1 860 Blue Gentian Road, Suite 290 Eagan, MN 55121 WE ARE SENDING YOU ® Attached ❑ Under separate cover via the following items: ❑ Shop drawings ❑ Prints ❑ Plans ❑ Samples ❑ Specifications ❑ Copy of letter ❑ Change Order ❑ Pay Request ❑ THESE ARE TRANSMITTED as checked below: ❑ For approval ® For your use ❑ As requested ❑ For review and comment ❑ FORBIDS DUE ® Approved as submitted ❑ Approved as noted ❑ Returned for corrections ® Recording ❑ Resubmit copies for approval ❑ Submit copies for distribution ❑ Return corrected prints ❑ PRINTS RETURNED AFTER LOAN TO US REMARKS Jean, if you have any questions, please contact Kate Aanenson at 952-227-1139 or kanenson(a)ci.chanhassen.mn.us. Thank you. COPY TO: SI7!nan Steckling, (952) 227-1 06 N enclosures are not as noted, kindly nofiry us at once. 17 MDEPARTMENT OF HEALTH Protecting, Maintaining and Improving the Health of All Minnesotans Division of Environmental Health PLAN REVIEW APPROVAL Plans and specifications on watermain: Lake Lucy Lane and Powers Boulevard Watermain Extensions, Chanhassen, Carver County, Plan No. 210146, PWSID 1100001 OWNERSHIP: Chanhassen City Council, c/o Mr. Heather Johnston, City Manager, Chanhassen City Hall, P.O. Box 147, Chanhassen, Minnesota 55317-0147 SUBMITTER(S): City of Chanhassen, c/o Mr. Erik Henricksen, 7700 Market Boulevard, Chanhassen, Minnesota 55317 Date Received: September 11, 2020 Date Reviewed: September 29, 2020 APPROVAL: Based on the information provided to the Minnesota Department of Health (MDH) for review, this project is approved, contingent upon the project meeting all of the requirements listed below. Construction must be according to the plans and specifications provided to MDH. LIMITED SCOPE: This review is limited to the project design's effect on the safety and sanitary quality of the drinking water and assumes the data on which the design is based are correct. Examination is based on MDH rules and applicable standards. This report applies to this project only, and not to any additional parts of the water system. The project designer is responsible for the project's features and equipment effectiveness. ALTERATIONS: MDH must approve any changes that deviate from the approved plans before any changes are made. Otherwise, the construction will be considered installed without proper approval. INSPECTIONS: It is the responsibility of the owner or owner's agent to contact MDH for any inspections that are listed in the requirements of this report. The project owner must retain the plans at the project location. This project consists of the installation of the following watermains: 1. 90 lineal feet of 6-inch C900 PVC watermain 2. 620 lineal feet of 8-inch HDPE SDR 11 watermain directionally drilled 3. 25 lineal feet of 30-inch C900 PVC watermain 4. 1,025 lineal feet of 10-inch HDPE SDR 11 watermain directionally drilled Lake Lucy Lane and Powers Boulevard Watermain Extensions PWSID 1100001 Watermain Plan No. 210146 Page 2 October 12, 2020 Requirement(s): 1. None The approval is valid for two years from the date of this letter. If project construction has not begun within the two-year period, plans and specifications must be resubmitted to MDH for approval before any construction takes place. While the project has been contingently approved, changed conditions or additional information may result in additional requirements. If you have any questions regarding information contained in this report, please contact me at 651-201-4677 or robert.smude@state.mn.us. Approved: Robert H. Smude, P.E. Public Health Engineer Section of Drinking Water Protection P.O. Box 64975 St. Paul, Minnesota 55164-0975 RHS:bcl cc: Mr. Erik Henricksen, City of Chanhassen The Bluffs at Lake Lucy Chanhassen, Minnesota Project # 3120-079 Date September 23, 2020 Prepared for: Chan Three Development, Inc. Prepared by: Sad ire-Ber9qulSt, Inc. 10850 Old County Rd 15 #200 150 Broadway Ave. S. Plymouth, MN 55441 Wayzata, MN 55391 Contact: Nate Herman Contact: Jared Averbeck tel: let: 952476-6000 Block 1 GROSS AREA WETLAND AREA NET AREA WIDTH @ SETBACK Lot 1 42,893 s.f. 0.98 acres 0 s.f. 42,893 s.f. 0.98 acres 100 +/_ LE Lot t 48,444 s.f. 1.11 acres 0 s.f. 48,444 s.f. 1.11 acres 100 +/_ If. Lot 3 16,791 s.f 0.39 acres 0 s.f. 16,791 s.f. 0.39 acres 95 +/- Lf Lot 4 16,749 s.f 0.38 acres 0 s.f. 16,749 s.f. 0.38 acres 97.2 +/_ 11 Lot 5 27,425 s.f. 0.63 acres 0 s.f. 27,425 s.f. 0.63 acres 97.4 +/_ It Total 152,302 s.f 3.50 acres 0 s.f. 152,302 s.f. 3.50 acres Block 2 GROSS AREA WETLAND AREA NET AREA WIDTH @ SETBACK Lot 1 21,667 s.L 0.50 acres 0 s.f. 21,667 s.f. 0.50 acres 91 +/- 11 Lot 2 15,801 s.f. 0.36 acres 0 s.f 15,801 s.f. 0.36 acres 90.9 +/- 11 Lot 3 16,433 s.f. 0.38 acres 0 s.f. 16,433 s.f. 0.38 acres 90 +/_ I.f. Lot 4 15,661 s.f. 0.36 acres 0 s.f. 15,661 s.f. 0.36 acres 90 +/- Lf. Lot 5 15,311 s.f 0.35 acres 0 s.f. 15,311 s.f. 0.35 acres 90 +/- If Lot 6 15,300 a.f. 0.35 acres 0 s.f. 15,300 s.f. 0.35 acres 90 +/- l.f. Lot 7 15,300 s.f. 0.35 acres 0 s.f. 15,300 s.f. 0.35 acres 90 +/- I.f. Lot 8 15,576 s.f 0.36 acres 0 s.f. 15,576 s.f. 0.36 acres 90.2 +/_ 1.f Lot 9 15,482 s.f. 0.36 acres 0 s.f. 15,482 s.f. 0.36 acres 105 +/- 1.f Lot 10 15,514 s.f. 0.36 acres 0 a.f. 15,514 s.f 0.36 acres 105 +/- 11 Lot 11 15574 s.f. 0.36 acres 0 s.f. 15,574 s.f 0.36 acres 101.7 +/- I.f. Total 177,620 s.f. 4.08 acres 0 s.f. 177,620 s.f. 4.08 acres Block 3 GROSS AREA WETLAND AREA NET AREA WIDTH @ SETBACK Lot 1 18,092 s.f. 0.42 acres 0 s.f. 18,092 s.f. 0.42 acres 90.1 +/- I.f. Lot 2 17,455 s.f. 0.40 acres 0 s.f. 17,455 s.f. 0.40 acres 90 +/- Lf. Lot 3 15,030 s.f. 0.35 acres 0 s.f. 15,030 s.f. 0.35 acres 90 +/- I.f. Lot 4 20,501 s.f. 0.47 acres 0 s.f 20,501 s.f. 0.47 acres 90 +/- I.f. Lot 5 23,592 s.f. 0.54 acres 0 s.f 23,592 s.f. 0.54 acres 90.7 +/- 11 Total 94,670 s.f. 2.17 acres 0 s.f. 94,670 s.f. 2.17 acres _ Block 4 GROSS AREA WETLAND AREA NET AREA WIDTH @ SETBACK Lot 1 16,826 s.f 0.39 acres 0 s.f. 16,826 s1 0.39 acres 94.9 +/- I.f. Lot 2 17,877 s.f 0.41 acres 0 s.f. 17,877 s.f. 0.41 acres 95.6 +/- I.f. Lot 3 16,257 s.f. 0.37 acres 0 s.f. 16,257 s.f. 0.37 acres 99.8 +/- Lf Total 50,960 s.f. 1.17 acres 0 s.f. 50,960 s.f. 1.17 acres Bock 5 GROSS AREA WETLAND AREA NET AREA WIDTH @ SETBACK Lot 1 23,751 s.f. 0.55 acres 0 s.f. 23,751 s.f 0.55 acres 94.9 +/- Lf Lot 2 18,971 s.f. 0.44 acres 0 s.f. 18,971 s.f. 0.44 acres 95.6 +/- I.f Lot 3 16,751 s.f 0.38 acres 0 s.f. 16,751 s.f. 0.38 acres 93 +/- I.f. Lot 4 16,405 s.f. 0.38 acres 0 s.f. 16,405 s.f. 0.38 acres 92.4 +/_ I.f. Lot 5 15,032 s.f. 0.35 acres 0 s.f. 15,032 s.f. 0.35 acres 90 +/- 11 Lot 6 15,030 s.f. 0.35 acres 0 s.f. 15,030 s.f. 0.35 acres 90 +/- Lf Lot 7 16,237 s.f. 0.37 acres 0 s.f. 16,237 s.f. 0.37 acres 99.8 +/- I.f Total 122,177 s.f. 2.80 acres 0 s.f. 122,177 s.f. 2.80 acres OUTLOT GROSS AREA WETLAND AREA NET AREA A 550,956 s.f. 12.65 acres 96,492 s.f. 454,464 s.f. 10.43 acres B 94,684 s.f. 2.17 acres 0 s.f 94,684 a.f. 2.17 acres Total 645,640 s.f 14.82 acres 96,492 s.f. 549,148 s.f. 12.61 acres R/W GROSS AREA WETLAND AREA NET AREA 168,992 s.f. 3.88 acres 323 S.f. 168,669 s.f. 3.87 acres TOTAL GROSS AREA WETLAND AREA NET AREA 1.412,360 s.f 32.42 acres 96,492 s.f. 1,315,868 s.f. 3021 acres Pc 19-01 CITY OF C HANHASSE N` Chanhassen is a Community for Life- Providing for Today and Planning for Tomorrow MEMORANDUM TO: Erik Henricksen, Project Engineer Jerry Ruegemer, Parks & Recreation Director Jill Sinclair, Environmental Resource Specialist Eric Tessman, Building Official Carver County Engineers FROM: Kate Aanenson, Community Development Director DATE: August 3, 2020 SUBJ: The Bluffs at Lake Lucy (The Park 4 h Addition) Final Plat Review Planning Case No. 2019-01 The final plat for The Bluffs at Lake Lucy (The Park 4' Addition) was submitted on Thursday, July 30, 2020 and is scheduled for City Council review and approval on Member 14, 2020. Please review the conditions in the preliminary plat letter of approval against the plans and confirm one of the following for each: • Condition has been met • Condition has been modified • Condition still applies • Addition of new conditions based on review of final plat documents Also, please provide an updated analysis of the plan. Please respond to me with your comments and updates no later than Tuesday, September 1, 2020. Project documents can be found at www.ci.chanhassen.mn.us/2019-01. Scroll down and click on Project Documents. Click on the first file you see (_THE BLUFFS AT LAKE LUCY (The Park 40' Addn)) for the documents to be reviewed. Encl. g:\plan\2019 planning cases\19-01 galpin site preliminary plat and retuning pud\_the bluffs at lake lucy (the park 4th addn)\final plat review memo.docx PH 952.227.1100 • www.ci.chanhassen.mn.us • FX 952.227.1110 7700 MARKET BOULEVARD • PO BOX 147 • CHANHASSEN • MINNESOTA 55317 CITY OF CHANHASSEN P O BOX 147 CHANHASSEN MN 55317 07/31/2020 1:14 PM Receipt No. 00445310 CLERK: ashleym PAYEE: Serenity On The Green Inc 10850 Old County Road 15 Suite 200 Plymouth MN 55441- The Bluffs at Lake Lucy (The Park 4th Addn) Planning Case 2019-01 (KA) ------------------------------------------------------- Final Plat 700.00 Total Cash Check 4596 Change SCANNED 700.00 0.00 700.00 0.00 i u The Bluffs at Lake Lucy (The Park 4th Addn) - Planning Case 2019-01 (KA) $0.00 Subdivision (over 3 lots) $0.00 $15 per lot (5 lots) $700.00 Final Plat $0.00 Notification Sign $0.00 Property Owners List (70 addresses x $3 each) $700.00 TOTAL $700.00 Check 4596 from Serenity On The Green Inc. $0.00 BALANCE OWED SCA WdED 0 Planning Division — 7700 Market Boulevard COMMUNITY DEVELOPMENT DEPARTMENT CITY OF CHANHASSI;N Mailing Address — P.O. Box 147, Chanhassen, MN 55317 Phone: (952) 227-1100 / Fax: (952) 227-1110 APPLICATION FOR DEVELOPMENT REVIEW Submittal DatePC Date: CC Date: -I �� 160-Day Review Date: Section 1: Application Type (check all that apply) (Refer to the appropriate Application Checklist for required submittal information that must accompany this application) ❑ Comprehensive Plan Amendment ......................... $600 Subdivision (SUB) ❑ Minor MUSA line for failing on -site sewers ..... $100 ❑ Create 3 lots or less........................................$300 ❑� Create over 3 lots .......................$600 + $15 per lot ❑ Conditional Use Permit (CUP) ( 31 lots) ❑ Single -Family Residence ................................ $325 ❑ Metes & Bounds (2 lots) .................................. $300 El All Others......................................................... $425 El Consolidate Lots..............................................$150 El Interim Use Permit (IUP) ❑ Lot Line Adjustment.........................................$150 FinalPlat..........................................................$700 ❑ In conjunction with Single -Family Residence.. $325 (Includes $450 escrow for attorney costs)' ❑ All Others......................................................... $425 *Additional escrow may be required for other applications El Rezoning (REZ) through the development contract. ❑ Planned Unit Development (PUD) .................. $750 ❑ Vacation of Easements/Right-of-way (VAC)........ $300 ❑ Minor Amendment to existing PUD................. $100 (Additional recording fees may apply) ❑ All Others......................................................... $500 ❑ Variance (VAR) .................................................... $200 ❑ Sign Plan Review ................................................... $150 ❑ Wetland Alteration Permit (WAP) ❑ Site Plan Review (SPR) ❑ Single -Family Residence ............................... $150 ❑ Administrative..................................................$100 ❑ All Others ....................................................... $275 ❑ Commercial/Industrial Districts*......................$500 ❑ Zoning Appeal ...................................................... $100 Plus $10 per 1,000 square feet of building area: thousand square feet) ❑ Zoning Ordinance Amendment (ZOA)................. $500 'Include number of existing employees: 'Include number of pew employees: ❑ Residential Districts $500 NOTE: When multiple applications are processed concurrently, .......................... """"" Plus $5 per dwelling unit (_ units) the appropriate fee shall be charged for each application. Notification Sign (City to install and remove)...................................................................................................................... $200 Property Owners' List within 500' (City to generate after pre -application meeting) .................................................. $3 per address (— addresses) ❑ Escrow for Recording Documents (check all that apply)....................................................................... $50 per document ❑ Conditional Use Permit ❑ Interim Use Permit ❑ Site Plan Agreement ❑ Vacation ❑ Variance ❑ Wetland Alteration Permit ❑ Metes & Bounds Subdivision (3 docs.) ❑ Easements �_ easements) ❑ Deeds TOTAL FEE: Section 2: Required Information Description of Proposal: Final Plat for development of 29 Acres off of Galpin Blvd. Property Address or Location: _ Parcel #: 1 And 2 6921 Galpin Blvd Legal Description: Torrens Certificate No. 40268.0, 27048.0 Total Acreage: 29.88 Wetlands Present? 0 Yes ❑ No Present Zoning: Mixed Low Density Residential DistriG Requested Zoning: Mixed Low Density Residential District Present Land Use Designation: Residential Low DensO Requested Land Use Designation: Residential Low Densit8 Existing Use of Property: Undeveloped [E]Check box if separate narrative is attached. M Section 3: Property Owner and Applicant Information APPLICANT OTHER THAN PROPERTY OWNER: In signing this application, I, as applicant, represent to have obtained authorization from the property owner to file this application. I agree to be bound by conditions of approval, subject only to the right to object at the hearings on the application or during the appeal period. If this application has not been signed by the property owner, I have attached separate documentation of full legal capacity to file the application. This application should be processed in my name and I am the party whom the City should contact regarding any matter pertaining to this application. I will keep myself informed of the deadlines for submission of material and the progress of this application. I further understand that additional fees may be charged for consulting fees, feasibility studies, etc. with an estimate prior to any authorization to proceed with the study. I certify that the information and exhibits submitted aretrueand correct. Name: C�4r� 7Nru- lk��+�N.a.1 ��, Contact: qCF.AIV ALLEN� Address: 10$J o 6Id C'ou�}y �oaJ �S� Svi f� 2�0 Phone: ISZ- 2�0 - u/Y� 3 T City/State/Zip: fly A&avtk, a4n1 SSYLiI Cell: S+q.,1Z Email: ¢A1fs e:G"IEM (1w0Ael7. Co&— Fax: Signature: Date: 7�2+ PROPERTY OWNER: In signing this application, I, as property owner, have full legal capacity to, and hereby do, authorize the filing of this application. I understand that conditions of approval are binding and agree to be bound by those conditions, subject only to the right to object at the hearings or during the appeal periods. I will keep myself informed of the deadlines for submission of material and the progress of this application. I further understand that additional fees may be charged for consulting fees, feasibility studies, etc. with an estimate prior to any authorization to proceed with the study. I certify that the information and exhibits submitted are true and correct. Name: Address: Contact: Phone: City/StatefZip: Cell: Email: Fax: Signature: Date: PROJECT ENGINEER (K applicable) Name: Sathre-Bergquist, Inc. Contact: Bob Molstad Address: 150 South Broadway Phone: (952)476-6000 City/State/Zip: Wayzata Cell: (612) 247-7005 Email: molstad@sathre.com Fax: Section 4: Notification Who should receive copies of staff reports? Information 'Other Contact Information: ❑ Property Owner Via: ❑ Email ❑ Mailed Paper Copy Name: 0 Applicant Via: Email ❑ Mailed Paper Copy Address: ❑� Engineer Via: 0 Email ❑ Mailed Paper Copy City/State/Zip: ❑ Other' Via: ❑ Email ❑ Mailed Paper Copy Email: INSTRUCTIONS TO APPLICANT: Complete all necessary form fields, then select SAVE FORM to save a copy to your device. PRINT FORM and deliver to city along with required documents and payment. SUBMIT FORM to send a digital copy to the city for processing. SAVE FORM PRINT FORM SUBMrr FORM The Bluffs at Lake Lucy Chanhassen, Minnesota Project # 3120-079 Date July 29, 2020 Prepared for: Chan Three Development, Inc. Prepared by: $athre-Bergqulstr Inc. 10850 Old County Rd 15 #200 .. 150 Broadway Ave. S. Plymouth, MN 55441 Wayzata, MN 55391 Contact: Nate Herman Contact: Jared Averbeck tel: tel: 952476-6000 _ Block 1 GROSS AREA WETLAND AREA NET AREA WJTH @ SETBACK Lot 1 42,893 s.f. 0.98 acres 0 s.f. 42,893 s.f. 0.98 acres 100 +/. I.f. Lot 2 48,444 s.f 1.11 acres 0 s.f. 48,444 s.f. 1.11 acres 100 +/- Lf. Lot 3 16,791 s.f 0.39 acres 0 s.f 16,791 s.f. 0.39 acres 95 +/- Lf. Lot 4 16,749 s.f. 0.38 acres 0 s.f. 16,749 s.E 038 acres 97.2 +/_ 1.f. Lot 5 27,425 s.f. 0.63 acres 0 s.f. 27,425 s.f. 0.63 acres 97.4 +/- I.f Total 152,302 s.f. 3.50 acres 0 s.f. 152,302 s.f 3.50 acres Block 2 GROSS AREA WETLAND AREA NET AREA WIDTH @ SETBACK Lot 1 21,667 s.f. 0.50 acres 0 s.f. 21,667 s.f. 0.50 acres 91 +/. Lf Lot 2 15,761 s.f 0.36 acres 0 s.f. 15,761 s.f. 0.36 acres 90.9 +/- LE Lot 15,882 s.f. 0.36 acres 0 51 15,882 s.f 0.36 acres 90 +/- 11 Lot 4 15,440 s.f. 0.35 acres 0 s.f. 15,440 s.f. 0.35 acres 90 +/- It Lot 5 15,300 s.f. 035 acres 0 s.f. 15,300 s.f. 0.35 acres 90 +/. It Lot 6 15,300 s.f. 035 acres 0 s.f. 15,300 s.f. 0.35 acres 90 +/- If Lot 7 15,300 s.f. 0.35 acres 0 s.f. 15,300 s.f. 0.35 acres 90 +/. Lf. Lot 8 15,576 s.f. 0.36 acres 0 s.f. 15,576 s.f. 0.36 acres 90.2 +/. Lf. Lot 9 15,482 s.f. 036 acres 0 s.f. 15,482 s.f. 0.36 acres 105 +/. 11 Lot 10 15,514 s.f. 036 acres 0 s.f. 15,514 s.f. 0.36 acres 105 +/. I.f Lot 11 15,574 s.f. 0.36 acres 0 s.f. 15,574 s.f. 0.36 acres 101.7 +/. I.f. Total 176,797 s.f. 4.06 acres 0 s.f. 176,797 s.f. 4.06 acres Block 3 GROSS AREA WETLAND AREA NET AREA WIDTH @ SETBACK Lot 1 18,092 s.f. 0.42 acres 0 s.f 18,092 s.f. 0.42 acres 90.1 +/. I.f. Lot 2 17,455 s.f. 0.40 acres 0 s.f. 17,455 s.f. 0.40 acres 90 +/- I.f. Lot 3 15,030 s.f. 0.35 acres 0 s.f. 15,030 s.f. 0.35 acres 90 +/. I.f. Lot 20,501 a.f. 0.47 acres 0 s.f. 20,501 s.f. 0.47 acres 90 +/- If. Lot 5 24,768 s.f. 0.57 acres 0 s.f. 24,768 s.f. 0.57 acres 94 +/. 11 Lot 6 17,657 s.f 0.41 acres 0 s.f. 17,657 a.f. 0.41 acres 93.7 +/- 1.11 Lot 7 18,040 s.f. 0.41 acres 0 s.f. 18,040 s.f. 0.41 acres 92 +/_ Lf. Lot 8 16,745 s.f. 0.38 acres 0 s.f. 16,745 s.f. 0.38 acres 90.7 +/. Lf. Total 148,287 s.f. 3.40 acres 0 s.f. 148,287 s.f. 3.40 acres Block 4 GROSS AREA WETLAND AREA NET AREA WIDTH (9 SETBACK Lot 1 23,848 s.f. 0.55 acres 0 s.f. 23,848 a.f. 0.55 acres 94.9 +/- 1.f. Lot 2 18,971 s.f. 0.44 acres 0 s.f 18,971 s.f. 0.44 acres 95.6 +/- Lf. Lot 3 16,751 s.f. 0.38 acres 0 s.f. 16,751 s.f. 0.38 acres 93 +/- 1.f. Lot 16,405 s.f 0.38 acres 0 s.f. 16,405 s.f. 0.38 acres 92.4 +/- Lf. Lots 15,032 s.f. 0.35 acres 0 s.f. 15,032 s.f. 0.35 acres 90 +/_ Lf. Lot 15,030 s.f. 0.35 acres 0 s.f. 15,030 s.f 0.35 acres 90 +/- I.f. Lot 7 16,237 s.f. 0.37 acres 0 s.f. 16,237 s.f. 0.37 acres 99.8 +/- Lf. Total 122,273 s.f. 2.81 acres 0 51 122,273 s.f. 2.81 acres OUTLOT GROSS AREA WETLAND AREA NET AREA A 551,737 s.f. 12.67 acres 96,492 a.f. 455,245 s.f. 10.45 acres B 94,684 s.f. 2.17 acres 0 s.f 94,684 s.f 2.17 acres Total 646,422 s.f. 12.67 acres 96,492 s.f. 549,930 s.f. 12.62 acres sCAN'tZ ) R/W GROSS AREA WETLAND AREA NET AREA 165,805 s.f. 3.81 acres 323 s.f. 165,482 s.f 3.80 acres TOTAL GROSSAREA WETLAND AREA NET AREA 1,411,887 s.f. 32.41 acres 96,492 s.f. 1,315,395 s.f. 30.20 acres N p �g g 32 >�• e�sEa$g 8a � I it �to o£ Jm sce °°. `oo9m b'Q5I � y� `o3au`'g�v�5a 5y9 ,y F 'c tffioovEoc a morv?am a :l m L> oUg E45 ��gc rv�co m y< .c Vmp S a LpgVyoVy y� CFX m98SJ9 �J 0'B 00 F aaa mo89 S`nS Sai ---,I`----�I� —�IL�� e R I I I I I � I I � I �s� RI ��JQI2I ADM I I I II or or OIL — i x� z 0 � R W u c1y14 / 0r PROJECT: THE BLUFFS AT LAKE LUCY LOCATION: CHANHASSEN, MINNESOTA PREPARED FOR: CHAN THREE DEVELOPMENT, INC. PREPARED BY: SATHRE-BERGQUIST, INC. Description Sanitary Sewer - DATE: JULY 24, 2020 Estimated Unit Unit Quantity Price Engineers Estimate Bid Amount Mobilization - Utility L.S. 1.0 $2,500.00 $2,500.00 Permits & Bonds L.S. 1.0 $250.00 $250.00 8" PVC SDR 35 0-15' L.F. 2,070.0 $38.00 $78,660.00 8" PVC C900 L.F. 50.0 $60.00 $3,000.00 Manhole 0-8' 48" dia EACH 9.0 $2,500.00 $22,500.00 Manhole Extra Depth 48" dia L.F. 47.0 $210.00 $9,870.00 Manhole 0-8' 60" dia EACH 1.0 $3,500.00 $3,500.00 Manhole Extra Depth 60" dia L.F. 19.6 $250.00 $4,900.00 Manhole Inside Drop see detail late L.F. 16.5 $125.00 $2,062.50 Furnish & Install Castings EACH 10.0 $500.00 $5,000.00 8" x 6"Wes (SCH. 40 EACH 31.0 $210.00 $6.510.00 6" PVC Service (SCH. 40 EACH 31.0 $700.00 $21,700.00 Improved Pipe Fndtn L.F. 4,190.0 $2.00 $8 380.00 Televise L.F. 4,190.0 $1.50 $6,285.00 Connect to Existing MCES MH core drill EACH 1.0 $2,500.00 $2,500.00 Connect to Existing Stub EACH 1.0 $500.00 $500.00 Insulate -4x8x2 Sheets, 2sheets EACH 1.0 $250.00 $250.00 Sanitary Sewer Total: $178,367.50 57 PROJECT: THE BLUFFS AT LAKE LUCY LOCATION: CHANHASSEN, MINNESOTA PREPARED FOR: CHAN THREE DEVELOPMENT, INC. PREPARED BY: SATHRE-BERGQUIST, INC. Description Ws}an aln DATE: JULY 24, 2020 Estimated Unit Unit Quantity Price Engineers Estimate Bid Amount Watermain 6" C-900 PVC L.F. 60.0 $24.00 $1,440.00 Watermain 8" C-900 PVC L.F. 2,370.0 $28.00 $66,360.00 Directional Drill 10" HOPE Watermain w/ of -cam adaptors) L.F. 90.0 $75.00 $6,750.00 8" Watermain Lowering included 4 - 45 degree bends EACH 1.0 $2,500.00 $2,500.00 Wettap Existing 20" Watermain w/ v EACH 1.0 $3,500.00 $3,500.00 Connect to Existing 6" R&D H d or Plug) EACH 3.0 $1,000.00 $3,000.00 6" Valves EACH 6.0 $1,100.00 $6,600.00 8" Valves EACH 4.0 $1,250.00 $5,000.00 Valve Box A a for II #6 Base - By Adaptor Inc. On All 6"-12" GV's EACH 10.0 $125.00 $1,250.00 8" Bends EACH 14.0 $325.00 $4,550.00 8" x 6" Tee EACH 4.0 $500.00 $2,000.00 8" x 6" Reducer EACH 2.0 $450.00 $900.00 Hydrants see detail late EACH 6.0 $3,250.00 $19,500.00 Hydrant Extensions EACH 1.0 $125.00 $125.00 1" Services EACH 31.0 $750.00 $23,250.00 1.5" Irr Service (w/blow-off and tail EACH 1.0 $1,500.00 $1,500.00 Improved Pipe Fndtn L.F. 60.0 $2.00 $120.00 Remove and Repair Existing Street and Trail wetta L.S. 1.0 $2,500.00 $2,500.00 Off -Site Restoration wetta L.S. 1.0 $250.00 $250.00 Traffic Control wetta L.S. 1.0 $1.500.00 $1,500.00 Watermain Total: $148,225.00 PROJECT: THE BLUFFS AT LAKE LUCY LOCATION: CHANHASSEN, MINNESOTA PREPARED FOR: CHAN THREE DEVELOPMENT, INC. PREPARED BY: SATHRE-BERGQUIST, INC. Description Storm Sewer - DATE: JULY 24, 2020 Estimated Unit Unit Quantity Price Engineers Estimate Bid Amount 15" HDPE L.F. 1,400.0 $28.00 $39,200.00 15" RCP - Cl 5 L.F. 1,880.0 $40.00 $75,200.00 18" RCP - Cl 4 L.F. 263.0 $52.00 $13,676.00 24" RCP - Cl 4 L.F. 83.0 $65.00 $5,395.00 27" RCP - Cl 4 L.F. 470.0 $85.00 $39,950.00 30" RCP - Cl 4 L.F. 62.0 $125.00 $7,750.00 15" RCP APRON w/Trash uard EACH 1.0 $750.00 $750.00 18" RCP APRON wlTrash uard EACH 1.0 $850.00 $850.00 24" RCP APRON w/Trash uard EACH 1.0 $1,200.00 $1,200.00 27" RCP APRON w/Trash uard EACH 1.0 $1,500.00 $1,500.00 30" RCP APRON w/Trash uard EACH 1.0 $2,500.00 $2,500.00 36" RCP APRON wlTrash uard EACH 1 2.01 $3,500.00 $7,000.00 Catchbasin 2' x T and 27" EACH 8.0 $1,200.00 $9,600.00 Catchbasin Manhole 4' Dia EACH 26.0 $1,550.00 $40,300.00 Storm Manhole 5' Dia EACH 1.0 $2,500.00 $2,500.00 Furnish & Install Castings EACH 35.0 $500.00 $17,500.00 Manhole Extra Depth 48" dia L.F. 9.1 $200.00 $1,820.00 Manhole Extra Depth 60" dia L.F. 4.5 $225.00 $1,012.50 Storm Sewer Inlet Protection wimco's EACH 34.0 $200.00 $6,800.00 Improved Pipe Fndtn L.F. 4,158.0 $2.00 $8,316.00 6" Rear Yard Draintile L.F. 465.0 $10.00 $4,650.00 PROJECT: THE BLUFFS AT LAKE LUCY LOCATION: CHANHASSEN, MINNESOTA PREPARED FOR: CHAN THREE DEVELOPMENT, INC. PREPARED BY: SATHRE-BERGQUIST, INC. Description DATE: JULY 24, 2020 Estimated Unit Unit Quantity Price Engineers Estimate Bid Amount 6" Rear Yard Draintile Wyes EACH 4.0 $125.00 $500.00 6" Rear Yard Draintile Clean -outs EACH 4.0 $125.00 $500.00 Outlet Control Structure 4' Dia EACH 2.0 $3,500.00 $7,000.00 Infiltration Basin/Pond Sand 80% Sand, 20% Compost) 1.3 LV C.Y. 3,170.0 $27.50 $87,175.00 Pond Draintile 6" Rigid Perfrated No Sock L.F. 1,120.0 $12.50 $14,000.00 Pond Draintile Cleanouts EACH 12.0 $125.00 $1,500.00 Rip Rap C.Y. 63.0 $100.00 $6,300.00 Cable Concrete Overflow S.Y. 57.0 $22.00 $1,254.00 Televise L.F. 4,158.0 $2.00 $8,316.00 Storm Sewer Total: $414,014.50 PROJECT: THE BLUFFS AT LAKE LUCY LOCATION: CHANHASSEN, MINNESOTA PREPARED FOR: CHAN THREE DEVELOPMENT, INC. PREPARED BY: SATHRE-BERGQUIST, INC. Description Street Construction - DATE: JULY 24, 2020 Estimated Unit Unit Quantity Price Engineers Estimate Bid Amount Mobilization - Streets L.S. 1.0 $2,500.00 $2,500.00 Permits & Bonds L.S. 1.0 $500.00 $500.00 Subgrade Preparation S.Y. 10,260.0 $1.25 $12,825.00 Curb & Gutter 13618 L.F. 400.0 $14.00 $5,600.00 Curb & Gutter Surmountable 28" L.F. 4,430.0 $12.00 $53,160.00 Backfill Curb & Gutter L.F. 4,830.0 $1.00 $4,830.00 Concrete Walk(per city detail L.F. 2,275.0 $25.00 $56,875.00 Bituminous Trail(per city detail L.F. 1,220.0 $22.00 $26,840.00 Ped Rams EACH 5.0 $1,250.00 $6,250.00 24" Select Granular TONS 15,575.0 $10.00 $155,750.00 12" Class 5 Base TONS 7,800.0 $12.50 $97,500.00 2.0" Bit Base Coarse TONS 1,175.0 $70.00 $82,250.00 2.0" Bit Wear Course TONS 1,175.0 $80.00 $94,000.00 Tack Coat GALS 600.0 $2.00 $1,200.00 Regrade Boulevards after Small Utilities L.F. 4,830.0 $1.00 $4,830.00 Restoration L.S. 1.0 $3,500.00 $3,500.00 Blvd Sod & Silt Fence L.F. 4,830.0 $2.50 $12,075.00 Adjust Castings -Base Course EACH 10.0 $250.00 $2,500.00 Adjust Castings - Wear Course EACH 10.0 $250.00 $2,500.00 Adjust Gate Valves -Base Course EACH 2.0 $125.00, $250.00 Adjust Gate Valves - Wear Course EACH 2.0 $125.0 1 $250.00 PROJECT: THE BLUFFS AT LAKE LUCY LOCATION: CHANHASSEN, MINNESOTA PREPARED FOR: CHAN THREE DEVELOPMENT, INC. PREPARED BY: SATHRE-BERGQUIST, INC. Description DATE: JULY 24, 2020 Estimated Unit Unit Quantity Price Engineers Estimate Bid Amount All Street - 4" Draintile w/wrap L.F. 3,330.0 $5.00 $16,650.00 All Street - 4" Cleanouts EACH 16.0 $100.00 $1,600.00 Conduit Crossings estimated EACH 10.0 $200.00 $2,000.00 Off -Site (Ruby Lane - Street, Curb, Sidewalk Removal L.S. 1.0 $4.000.00 $4,000.00 Off -Site (Ruby Lane - Street Work - Mill, New Curb, Patch L.F. 75.0 $32.00 $2,400.00 Off -Site (Ruby Lane - Install New Storm Sewer Castings EACH 2.0 1 $750.00 1 $1.500.00 Off -Site (Ruby Lane - Import Topsoil, Grade and Shape L.S. 1.0 $1,500.00 $1,500.00 Off -Site (Ruby Lane - Irr Extension and Sod L.S. 1.0 $1,500.00 $1,500.00 Off -Site (Topaz Drive - Street & Curb Removal L.S. 1.0 $2,000.00 $2,000.00 Off -Site (Topaz Drive - Install New Storm Sewer Castings EACH 1.0 $750.00 $750.00 Off -Site (Topaz Drive - Import Topsoil, Grade and Shape L.S. 1.0 1 $1,000.00 $1,000.00 Off -Site (Topaz Drive - Irr Extension and Sod L.S. 1.0 $1,000.00 $1,000.00 Off -Site (Lucy Ridge) - Street & Curb Removal L.S. 1.0 $2,500.00 $2 500.00 Off -Site (Lucy Ridge) - Import Topsoil, Grade and Shape L.S. 1.0 $1,000.00 $1,000.00 Off -Site (Lucy Ridge) - Irr Extension and Sod L.S. 1.0 $1.500.00 $1.500.00 Gal in Blvd - Remove Driveway, Shape Ditch L.S. 1.0 $500.00 $500.00 Street Total: $667,385.00 PROJECT: THE BLUFFS AT LAKE LUCY LOCATION: CHANHASSEN, MINNESOTA PREPARED FOR: CHAN THREE DEVELOPMENT, INC. PREPARED BY: SATHRE-BERGQUIST, INC. Description SUMMARY Sanitary Sewer - Watermain - Storm Sewer - Street Construction - Total - Engineers Estimate DATE: JULY 24, 2020 Estimated Unit Bid Unit Quantit Price Amount $178, 367.50 $148,225.00 $414,014.50 $667,385.00 $1,407, 992.00 PROJECT: THE BLUFFS AT LAKE LUCY LOCATION: CHANHASSEN, MINNESOTA PREPARED FOR: CHAN THREE DEVELOPMENT, INC. PREPARED BY: SATHRE-BERGQUIST, INC. Description Unit -?. DATE: JULY 29, 2020 Engineers Estimate Estimated Unit Bid Quantit Price Amount Mobilization - Grading L.S. 1.0 $7,500.00 $7,500.00 Rock Entrance Berm EACH 2.0 $1,500.00 $3,000.00 Clearing & Grubbing ACRE 18.0 $3,200.00 $57,600.00 Silt Fence before construction L.F. 9,120.0 $1.70 $15,504.00 Silt Fence after construction L.F. 1,010.0 $1.70 $1 717.00 Silt Fence Repair and Cleaning L.F. 2,026.0 $1.70 $3,444.20 Common Excavation C.Y. 87,000.0 $1.80 $156,600.00 Subcut Unsuitable in Structural Fill Areas C.Y. 17,000.0 $1.90 $32,300.00 Trench Borrow C.Y. 10,000.0 $1.90 $19,000.00 Res read Topsoil C.Y. 14,950.0 $1.50 $22,425.00 Import Suitable Structural Fill 1.3 LV C.Y. 6,000.0 $9.00 $54,000.00 Blanket (single net, straw S.Y. 4,640.0 $2.25 $10,440.00 Restoration Seed and Mulch ACRE 16.0 $500.00 $8,000.00 Site Grading Total: Alternate: Retaining Wall $391 530.20 �'�as SLR` �`' SATHRE-BERGQUIST, INC. w j 150 SOUTH BROADWAY, WAYZATA, MINNESOTA, 55391 TEL:(952)476-6000 FAX:(952)476-0104 wEB:www.SATHRE.COM FRS P�P� July 22, 2020 Project: The Bluffs at Lucy Lake Location: Chanhassen, Minnesota Subject: Project Narrative — Final Plat Application Developer/Applicant: Chan Three Development, INC 10850 Old County RD 15 Suite 200 Plymouth, Minnesota 55441 Craig Allen Director of Land Development 952-270-4473 craig(a.eonveacompanv.com Property Owner: Chan Three Development, INC. Site Address: 6921 Galpin Boulevard, Chanhassen, Minnesota 55331 Parcel ID: 256900022, 256900030, 250100100 Watershed: WS 064 RPBC Site Area: +/- 29 acres Current Zoning: The Park Zoning Standards (Ordinance #640) Proposed Site Work — Attached is the proposed final plat application for the above -mentioned project. The developer is proposing general grading activities including, clearing, and grubbing, general earthwork, utility installation, road installation and home building. Two ponds onsite will be added with filtration to serve the needs of this 31-lot addition. There will also be some existing utility removal and incorporation of off -site drainage into the existing system. Stormwater — One wetland exists on the property, no impacts are proposed to that wetland. The site drains from the northwest to the southeast. The runoff will be picked up by a storm sewer system and routed to the new stormwater ponds in The Bluffs at Lucy Lake. An updated stormwater report will be submitted to the City and the Watershed for their review and approval. MC NNZD )§| | • ) 6 m|! � %N§ �&N§ l�����1����■ §§ 2§( . � ( §B )| §� }� 5| � Landscaping and Tree Preservation The applicant has submitted a landscape plan that meets city code requirements and was previously approved when first proposed as The Park, however a few minor changes are needed. The quantity of maple trees proposed exceeds the maximum percentage allowed by city code. A new species or two will need to be added to the plant schedule to bring the quantities into line with city requirements. The applicant has proposed a tree preservation easement over lots 1,2 and 5, block 3, but needs to correct the legal description which incorrectly lists the lots as 1, 4, and 5. The applicant also needs to add tree preservation easement to lots 1 and 2, block 1. 1. The developer shall conduct a walk-through of the grading limits on site with city staff prior to removals to inspect for opportunities for additional tree preservation. 2. Tree preservation fencing shall be installed around existing trees to be saved prior to any construction activities and remain installed until completion. 3. All trees shall be planted outside of the street right-of-way. 4. Maple tree quantities exceed maximum percentage allowed. The applicant shall add non - maple species to the plant schedule to reduce maple quantities. Appropriate species include honeylocust, hackberry, Kentucky coffeetree or ginkgo. 5. Park property boundary signs shall be installed at all rear lot corners on lots 1-6, block 4 and lots 1-11, block 2. 6. Lots 1 and 2, Block 1 shall have tree preservation easements over parts of the lot containing existing forest. Specifically, the easterly 300' of Lot 1, block I and the westerly 200' of Lot 2, block 1. 7. The Tree Preservation Easement description for lots 1,2, and 5, Block 3 shall be corrected to include the correct lots. LOTS A-lvN� �vBY �N `K�.1w �vw.deM Q,rlas'uadc/�'rC� Ma.1 �`I Z 9L3 03�j rAlcUle, Tre -�Kv ,r ,.tom M 9i3 55P btz 50 ioil OT THE BLUFFS AT LAKE LUCY KNOW ALL PERSONS BY THP5E PRESRNTS: Thee Chen Thee Tevtlnpomt. Inc., a Minneon cmpmae, Re OwmofW toDowieedoc,3M pr9pnrysibR,edm the Slue of Mhnm9q Cemly ofCm raw¢ TrW C. RegiReredLW Survey No." E. ofR,eoorofTnlu. Carve Cowry,Mianmaa. ANT Thn pan DlTrat B. Regisured LW Snn'ry No. g9, amoNing w We tavtded pht tlemvF Cana Cowry, Minamy lying n9nleely ofDe folbwbg daerLd mc' Cammenuingu We NpW Purer aewr Sactioo 10, Towashry 11Q Range 23. said CurerCamry; tMce m w azamN bevm gOrgmW W hgrecsa5 mums la,avoda Fin, alwg doe Nano-SaM Wartm Iheaf,aid Salim 10.e ee ofL of SI S.oO farotH to d of hpwmgolAefmab mdcsmhJ;tbmof Late Lue, an dA tnmWa6l somds Eay. almBalia parallel wiN dr No,l6lim o(Ihc NmNeanQ no(wd Btmw lD,adimore ol1661 kcf plummivm to de mat Ime of mid Tnn B wtl the eMdim of Late Wry and there Irnninanng. T. PmJeny Tmrm Cenifiak No. lIlM.0 Thn W of We NwWma Qiwec of the NCMven Q ofSenwo 10. Taanship 116,Range23. Unm Camly. Mennon, hv'eL4 es fdbvs: Bagnni i, n Ne Note Quartere oneraf.,d Smtion 10; Arn'e Smen alw6 tM NOMSne@ puaner live of aeid Secuw 10 o dinaoce ofi09.69 feet. thenee West along a lice parallel wild no, Somh line oftM NoM Half ofsud NOMeielQ.ofWe No,eo. Qwner a diiti ofQ576 feet m en, cemerline of Ne E.acelain-Shakopee Rmd;t Nmthmmly alone send eemalioeadivvax of41939 Iwwth NoM lice of acid Sution 10-.We¢eEao abo6 Dic Nmh lire oftid Seetioo ID b iiii, .of be,nmen6- all o.,, w We CS. Govemmmt S_, dvwf. Tmevs pmpeary Tmem Cmif to No, 27M0 Hu mused We nmewbewrvYYed aM plutol n THE BLUFFS AT LAKE LUCY wd dons hereby delimm w the public for Wblic eme f e the public ways aril dminage eed unity msateon m crested h nli b.imm.eamfnet LTm Thee Ocvclopnmt loc..e Mio¢sob ewponem,he wool thac po,. be signal by ioprrgm ofRarthis d`v of 20_ Chan Thee Tevcle x ent ln. Jamb M. Waleeh IYmdmt STATE OF MINNESOTA COUNTY OF ThefinegainB inamwwt wu aknnwlMB�bcfore me the day of 20�hy lambM Walach Prtsihot olCLan TMa Develrymeot ln.e Miranda mrymadoem LelalfolWempontion MyC�wm Eapba: Nmuy Pbbc, Cowry. Minnnou Nmuy PnmW N®e I l.nd J. AveM k do lermy artery w.t Wis phe w.a Prapmdby a or nnacr ror anal apervuion ant I ®. e,iily Iiaem lanamrva>w h me suwnrMiweem Wn Ihh pW is. mnm nPresenuem nrWe emndary aavcy, West all maWmueml do and hbcB are c^^aHY dmtgnmdm the Plm: that all mammenn depicrof m IEu Plat have bum mein be LonadY xt eiWuan Y� ss iomoxd m Wiapbr: th+t all waur Mundane aM ores Iwds u defircdm M®aau Sueatc, $moon 303.01, Subtli,itlon) n;iseing ss o(We don oftYs e[refimem me shown aM IebelM ao this pbn: eM Wet all public wap are showy wtl labeled w this ply. D Wis_dayof ,20_ JmW J. Avehmk, LiemaM I.md Swrym MiwmeLrmse Na.5M12 STATE OF M0.TIESOTA COIINJY OF HENNnFim TM farcgi in, imhrwmt—.l led dtefine me tlda day of 20_, ly,oe,J. Avabak, LiceuW Lane, Survrym Minnewu License N, 53W My Comniuim Lapp. NmryPublk.11®epioCwmy, Mimaaon Nagy Ruth Nme CRANASSEN. MINNE_90TA This pled of THE BLUFF$ AT LAKE LU Ywu approved and nee,led by the Ciry Coined OftM Ciry ofClunBunn. Minnesuu n a regulu rreaing bdd Nh_ day of . m—, mil a in omnplarce niW rare provrsmma of Mmveaa Sunny Scrim 50503, Sube,ivutm 2. CITY COIMCUL OF THE CRY OF CHANHASSEN. MM-TE TA COUNTYSURVEYOR, Corer Canty. Miwmw Rnwmt w ChWer 395, Mmnm Imes a 1971. Wu phe Ms BrimF pr ,Cm-erCmnn Snrve>m SWAN 'a SATHRE-BERGQUIST, INC. COUNTI'AUDROR Carves Cowry, Minnavu, 1 hereby msEf> tW rues PYabu uandprim )ma boas bean pie, fwlal descn4dm WUPhL Geed this CtysW Campo; CaeolY AWibr REGISTRAR OF TITLE$ Carver Conn, Miooesou I herby c rii5 drat this Flu of I Baum Lows. Canty Remda BS- '_0 m— ii, ckliecic— M. a Dsnoent No. VICINITY MAP NO SCALE r- - - - - - - - - - LILY R0a8 I• �i r r - - -� SITE V LAKE LUCY OF I -� of =1 -. 41 — SECTION 3 & 10, TOWNSHIP 116, RANGE 23, CARVER COUNTY, MINNESOTA DETAIL A NO SCALE 6ei EEEI SURSE, t.K "Caa ME IINE YE4IhER CORnfR 40. 19 \ w0 llE [OfE OE / ^lFR / it THE BLUFFS AT LAKE LUCY IN W 0 W IN ]W ThchafsfoWe tonne sYa¢muthewMImen(Nchwher QiW>of Sslico 10, Towmhi0116,1Wee 2J, whkM1B ® da horswwnde®ce: a8 mwuln•I>Rmar tut p Cer—1,2—hMu-h von,i, I and mvkei b, L.—No. 53hi1 • Dm a la imb File fnuod aM markdmsbuwo. Qi DomuaFntmd Cur-Imn-Mnn�nnol ❑ Oenares a PI( Nail set with a ashe, mated by Laeu N. 53W I rWW LW N t/4 ] \ LJ C�EF pI MC 3, _ �] I\IV\JL_ v •374 N87°48'41•W 783 X _ll / I I 598.56 rgAnv � 9ole asr ten• n RI / 4r. /I PI . i r �• zI $ / `� •� $ 11 I INSET B _ 476• SEE SHEET 4 OF 4 SHEETS � I PT R91 34 A 1 Il/\ I ..R-n n( r^ �JflL.lv I v ^1 Inl/� .rr-n n(l1Er^ /'r.:f�l.11vv IVI LnuvrrJ O : )4Y In i_r�uvvrJ _ 9 I I rL I _s L9• serve 5••E m115 'I �I I 58T48.54•E 284.52 `nln] AnnlTl(lnl 1 v V iL �- — — _ _ — — — — '— 587u48'41•E 1093.17 u V l I v l v rW W as x• cw4n yl g 301.i6 -- • — — — — — — —�-- — W muo P ,/Z M. 4.`. 8 rowax,/. ., wn•R ar sEc ,o� I #'u. \ —— Ht VI W> L � lr�Ills RW 23 � + Ilm lla�ir "k m l4 ` b� 'V%dr'; I yL INSET A �� J 1^e SY8 SEE SHEET 3 OF 4 SHEETS Y INSET C / x+ 4 vST 141.9 $- $ SEE SHEET40F4 SHEETS �" L.RA-bM! 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QQ Denol¢ o Pound CarolmrvMomn¢a DRAINAGE AND OTI M EASEAtENIS ARE SHOWN TINS: S II h--s o I I o --}--J L- i - I NOT TO SCALE Nnng! fin o, xid1F aM adjoining Im lim. unlna otbcn.ik udiceted. aM 10 F— Ito eM adpinioi nNht of —lion oob—ofl--indintN. m Y oxn on th Plat. 4tf r. °= SATHRE-BERGQUIST, INC. 't 17:` THE BLUFFS AT LAKE LUCY INSET A THE BLUFFS AT LAKE LUCY INSET B , — 5106] ol— — - "'" KSI un6 I I (J b y, I IS&J6— — —11 I Is I I II I r_ 90.00 __ 'gam= Ib6�u — — L 58r�i •x_E 16).00 — J IL Arj I I —I I 3 I I 1 IP I I of I I $I P, 3 �1 1 I I L s3r+e.rc sT.ao� ssn L .II II III r a (--EE 53. �xi�l rt.YSCQWRI 90.Op� ..I L545•IV614 I — _ uS�r/6.61E K).� ze.5oo 22 R, TOPgZ �1,4 ]2� _ R J . r 1 25)•59 If 97 92. I I r I• I I I In 6n1 p.950� 3 I I %, ••q� yg, � ,, �_ _seo�losa I gi �_ �^ N 2 � 13 � •/g Jf, ,S �$ Yg�\; �8�f.'g �_��-61.� .nut 5 r ,� 0 419 r I � , ZgS � 4%,y a • n 444��F�7--- — o is colow ---------- mllik 1 116. Rff. i] S64. \ Ir0 t0' / 00 ONfI SATHRE-BERGQUIST, INC. 7 TM bastfmlbe bangs)To s de16, ,23,M ichis Quaneror Senloola TJx 1116,us.41 sxrbieM1 is asstoW w bjS swa ei d2 OF 4a9 ElTSl it s¢aods Fw ISEE SHEET3OF <SHEETSI INSET C T-----T------16.06 t a I __Qela w.ns. vcx. v I .v I1,A,FA5R LNF ff M K O M1•I/. / p 4C. 10. MIP 116, OUTLOT Bi 3 I Of `/ � _ EAyKNi KP LOC. Y��g 01 I d \ xo.6lxx ANo 6so61 \ , ,By' ,5 7J \ 7 ]�� `* OUTLOT iA a• rR 2row � \ • \ N•� I .V r> 126 "916 2266A J81H \ o\ \ ax NT1 DRAPIAGE ANOIR9l1Y EASEKiFAl9ARE 6HONT THUS: 5-� - 0 Devwesa lR-h by In-b,—Pipe sel+uE—kh by Lic—No. 53W2 d'On1" • Dspmalrz i¢6 qpe rwwew ....., eeown. 1 J L 50 25 0 l5 50 100 Q D .. F-M Cut-M-Movurtrnl SCALE IN FEET 0 Omwes, PKNulan eitha amber nivkN b. Licevu � NOT TO SCALE No. 53W1 Be., 5 r-, w width ab Wl.-, 1. lives. uokss olhervise mdicstW W10 fcm mmftb-tl edjoimn n9h, or wry l—, oohs dhem;xe iNiealN. s fio—m Me Plat. mw'Aowxed'.w. 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MN 55391 Fax: (952) 476-0104 www.sathre.com Transmittal To: Kate Aanenson Date: July 30, 2020 Company/City: City of Chanhassen Job #: 3120-079 Department: Planning & Zoning From: Mike VanGuilder Address: 7700 Market Boulevard Project: The Bluffs at Lake Lucy P.O. Box 147 MN 55317 Reaardina: Final Plat 0 Herewith ❑ Fed Ex ❑ Under separate cover 21 Courier ❑ Mail ❑ Hand delivery ❑ Pickup fterrVRevision Date Quantity Format Description 3 22 x 34 Final Plan Set 5 22 x 34 Final Plat 1 8.5 x 11 Final Plat 1 Spec Book Format Codes: D=Digital; Skiketch; P=Plan; Ps --Plan set M=Mylar, T=Transparency; R=Reduction; Original; Bound Foun Notes/Comments Please let us know if you would like anything else or if you have any questions. CITY OF CHANHASSEN RECEIVED JUL 3 0 2020 CHANHASSEN PLANNING DEPT THE BLUFFS AT LAKE LUCY KNOW ALL PERSONS BY THESE PRESENTS: That Chan Three Development, Inc., a Minnesota corporation, fee owner of the following described property situated in the State of Minnesota, County of Carver, to wit: Tract C, Registered Land Survey No. 89, files of Registrar of Titles, Carver County, Minnesota. That part of Tract B, Registered Land Survey No. 89, according to the recorded plat thereof, Carver County, Minnesota, lying northerly of the following described line: Commencing at the North Quarter comer Section 10, Township 116, Range 23, said Carver County; thence on an assumed bearing of South 00 degrees 45 minutes 14 seconds East, along the North -South Quarter line of said Section 10, a distance of 515.00 feet to the point of beginning of the line to be described; thence South 87 degrees 48 minutes 41 seconds East, along a line parallel with the North line of the Northeast Quarter of said Section 10, a distance of 1661 feet plus or minus to the east line of said Tract B and the shoreline of Lake Lucy and there terminating. Torrens Property Torrens Certificate No. 40268.0 That part of the Northeast Quarter of the Northwest Quarter of Section 10, Township 116, Range 23, Carver County, Minnesota, described as follows: Beginning at the North Quarter comer of said Section 10; thence South along the North -South Quarter line of said Section 10 a distance of 409.69 feet; thence West along a line parallel with the South fine of the North Half of said Northeast Quarter of the Northwest Quarter a distance of 435.76 feet to the centerline of the Excelsior -Shakopee Road; thence Northeasterly along said centerline a distance of 419.39 feet to the North line of said Section 10; thence East along the North line of said Section 10 to the point of beginning, all according to the U.S. Government Survey thereof. Torrens Property Torrens Certificate No. 27048.0 Has caused the same to be surveyed and platted as THE BLUFFS AT LAKE LUCY and does hereby dedicate to the public for public use forever the public ways and drainage and utility easements, as created herewith. In witness whereof said Chan Three Development, Inc., a Minnesota corporation, has caused these presents to be signed by its proper officer this day of 20 Chan Three Development, Inc. Jacob M. Walesch, President STATE OF MINNESOTA COUNTY OF The foregoing instrument was acknowledged before me this corporation,on behalf of the corporation. Notary Public, County, Minnesota SURVEYORS CERTIFICATE day of 20_, by Jacob M. Walesch, President of Chan Three Development, Inc. a Minnesota Notary Printed Name My Commission Expires: I Jared J. Averbeck do hereby certify that this plat was prepared by me or under my direct supervision, that I 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 as indicated on this plat; that all water boundaries and wet lands as defined in Minnesota Statutes, Section 505.01, Subdivision 3 existing as of the date of this certification are shown and labeled on this plat; and that all public ways are shown and labeled on this plat. Dated this day of 120._ Jared J. Averbeck, Licensed Land Surveyor Minnesota License No. 53642 STATE OF MINNESOTA COUNTY OF HENNEPIN The foregoing instrument was acknowledged before me this day of Minnesota License No. 53642 Notary Public, Hennepin County, Minnesota Notary Printed Name CHANASSEN, MINNESOTA 20� by Jared J. Averbeck, Licensed Land Surveyor My Commission Expires: COUNTY AUDITOR Carver County, Minnesota, I hereby certify that taxes payable in Crystal Campos, County Auditor REGISTRAR OF TITLES, Carver County, Minnesota and prior years have been paid for land described on this plat. Dated this I hereby certify that this plat of THE BLUFFS AT LAKE LUCY was filed this day of Kaaren Lewis, County Recorder VICINITY MAP z z LAKE LUCY ROAD ^u/ , , A ^r-r' . 1�.,. . Vv 1 / `r ^r , , A SITE nc. •11\I / A r.1111 , / A VI IYr1 1 / `r C , / 7 nr �r A1111 , VI W1 inn Ivnlr , / IYL I / `t nr nnu , / A This plat of THE BLUFFS AT LAKE LUCY was approved and accepted by the City Council of the City of Chanhassen, Minnesota at a regular meeting held this day of I r 20and is in compliance with the provisions of Minnesota Statutes Section 505.03, Subdivision 2. / C A 1111 , / A v1 Ivrr I / `h CITY COUNCIL OF THE CITY OF CHANHASSEN, MINNESOTA I zl a LE 5a COUNTYSURVEYOR, Carver County, Minnesota Mayor City Manager Pursuant to Chapter 395, Minnesota Laws of 1971, this plat has been approved this day of Brian E. Praske, Carver County Surveyor M SATHRE-BERGQUIST, INC. 20_ i i Ar / nnu , /A v1 IYrr I / r r,Ir , / A Ivy 1/`t day of 20— 20. at o'clock . M. as Document No. NO SCALE LAKE LUCY I NORTH SECTION 3 & 10, TOWNSHIP 116, RANGE 23, CARVER COUNTY, MINNESOTA CITY OF CHANHASSEN RECEIVED JUL 3 0 2020 CHANHASSEN PLANNING DEPT SHEET 1 OF 4 SHEETS DETAIL A NO SCALE O 1 O I FOUND IP — 1/2" OPEN — THE BLUFFS AT LAKE LUCY 'VO R1 100 50 0 50 100 200 SCALE IN FEET The basis for the bearing system is the north line of the Northeast Quarter of Section 10, Township 116, Range 23, which is assumed to bear South 87 degrees 48 minutes 41 seconds East O Denotes a 1/2 inch by 14 inch iron pipe set and marked by License No. 53642. • Denotes a 1/2 inch pipe found and marked as shown. @ Denotes a Found Cast -Iran -Monument ❑ Denotes a PK Nail set with a washer marked by License Nu. 53642 — • _— / — 68t FEET FROM 56 FOUND CIM n `�/ THE SURVEY LINE MEANDER CORNER N0. 19 LJ \ TO THE EDGE OF I FOUND CIM N 1/4 ;� / \ c CORNER OF SEC. 3, WATER \ TWP 116, RGE 23 1 A 1 t I / I FOUND IP --j60 / RLS/ 4374 N87°48'41' 783 +� FOUND IP V I 598.56 1/2- OPEN / I FOUND IP RLS 9018 148.66 ROLS/ 2 414 36a/ \ / 0 a r a 0 ' O W Z ate° I I I\ C� LJ 0 7' 10 41 zI <( 0 SU.Of go o _ o _coINSET B W A SEE SHEET 4 OF 4 SHEETS o z D\R1%'E 10D Z < vF�I v G 3 J� >r° I �-- s�j° // A :; I I I I N I /� A^ I I I I t\ I /� A A F— A r, /11 A /^ 41 FUND IP ro 0 I `t 1/2 " OPEN 10 r\�F�L_11V\7 I A�—Af1/11A/^ n` ��L_IIV\7 IVIL_!'\V\Jyyv 0 00 V) 0 fY "19' 13"E AR . oaf' S87°48'54"E 2312.52 �I' S87048'54"E 284.52 _1 _ ° �� i N V Cz r\V IJ I I I v i�v °o��^•� N163+2 oO W h� `a ✓-- — — — _ - S87 48 41 E 1093.13 63 `9 w m "' FOUND CIM NW CORNER 5a \� 287.76 • 60 FOUND IP N �yo I / 1/2" OPEN SEC. 10, TWP 116, RGE 23 33 0 — ° p ry FOUND CIM N 1/4 I Z� ��\ 1 'yam 95 °� � ,'o� FOUND IP � L CORNER OF SEC. 10, I i>, S87°48'41"E 1737.15 S —,ry �ti2 %\a u ^ 1/2' OPE g8� m ru ^ TWP 116, RGE 23 Q- `\\ 64a 4 by 6a. S 3 0 / /_G g P /46 SS S? FOUND CIM \ _ Q 4 5 OFSTHUNW OF4THE NE 1/4 --��I '6� NORTH LINE OF THE NE 1/4 �,/ 3 9S s9 �2�a/Y CORNERMEAND R / DETAIL A �y o SEC. 10, TWP 116, RGE 23 I _ _ w SEC. 10, TWP 116, RGE 23 — N S64° 216 N0. 19 �/ 0 19 � , , I 5e� INSET A N 5450°F 2 W10°56 59 Oo 4i of (TJ a. �9 z 03 8 4 k' • a \ Rg`' _ 53"00 SEE SHEET 3 OF 4 SHEETS 3 h o e v- ;4 Z �¢/ \ /�6� _ ^ o0 o S88°28'I5"E 143.42 / INSET C' - f SEE SHEET 4 OF 4 SHEETS Z i \ _ n `�, u N Ir N88°28'I5"W 144,74 0 � �°/ o fi � a f� 0I III N O a Z / `: 388o S84`46'53"E 147.31 0� OUTLOT A -' 50 �0 66°5`\\ 1' S78• ?LAK 33 .' N \ 13 22 "E 450.00 n� CJ FOUND IP -7 I58.60 LUCY C) FOUNDIP N87°51'S0"W 434.70 1/2" OPEN t ''�25�\`E/ `f0 N82°01'58'E tr 1/2 435.76 (DEED) W 1 N \ T t44,, oM ' � HIGHEST RECORDED n / T C1 A /� ' �� WATER T \ m WET LAND 1 \ / t v I �� \ \ LEVEL=957.7 FEET (NGVD 29) RECORDED o ' EASEMENT PER DOC. YIFjj/� 6/20/2014 O 0— O ---_ / NO.61007 AND 64335 OGE _ \ / WATER LEVEL-956.5 FEET (NGVD 29) 7 <n _, 3 AS LOCATED ON 7/2/2020 S87°48'41"E 1636 1539.97 _ WET LAND � */- ss N NOT \SOUTH LINE OF THE N 1/2 OF _ _ I3 l� 0" SEC. 10, TWP 116, RGE 23 �Eas S& z SATHRE-BERGQUIST, INC. o w 1 N CNFA's P0Pc\ / FOUND CIM REF. MON TO S 1/4 \ h CORNER OF SEC. 10, TWP 116, RGE 23 \ SHEET 2 OF 4 SHEETS (, 40 RI txN 50 25 0 25 50 100 SCALE IN FEET The basis for the bearing system is the north line of the Northeast Quarter of Section 10, Township 116, Range 23, which is assumed to bear South 87 degrees 48 minutes 41 seconds East (SEE SHEET 2 OF 4 SHEETS) O Denotes a 1 /2 inch by 14 inch iron pipe set and marked by License No. 53642. 0 Denotes a 1/2 inch pipe found and marked as shown Q Denotes a Found Cast -Iron -Monument DRAINAGE AND UTILITY EASEMENTS ARE SHOWN THUS: III 5 —TI I­--5 j NOT TO SCALE i Being 5 feet in width and adjoining lot lines, unless otherwise indicated, and 10 feet in width and adjoining right of way lines, unless otherwise indicated, as shown on the plat. w °N SATHRE-BERGQUIST, INC. y NCNFRs P�P�2�� THE BLUFFS AT LAKE LUCY INSET A S87048154"E 14.04 412.11 — o o S87048'41"E 1093.13 FOUND IP _ 353;27 _ C'v_ ZN \\� _ _N 1 /4 CORNER l --NORTH LINE OF NE 1 /4 — — — — — — — — — — — — — — — — —=105.57 ` 43.79 I — 127.54 — — — _ 1 /2' OPEN _ o ts° \ SEC.10, TWP.116, RGE. 23 SEC.10, TWP.116, RGE. 23 0' I —� 94.63 —N86'45'29"W� \ \746vo o� —110 N 1 0=36°47'S6" j/ I / / �-/ ,DRAINAGE _-�I _:: 5' �/ / I M AND 9.0 32 \3 ib _DRIVE MI 2=94_ ;ry/ �-- /I EAS ENT M ' W ro/ / 6g=470.00 — 1 297 3 -� ��'^ 6^ 2° �`- � r=, o°/ N �9 0� �00 1��5°g535° '1 ` Z� I p 1 I °uO1i �� .g 00 � 'J'_ 1 _ I-Vo °�� / 15 I \'� 72.97 / [ I N 110.29 _45.86 -- ��� 60.98 9 �O 2 It A �+ ✓ z —A=14°2TI" _ 8 13'2 4=3 36'� D/ I ,� I /' �69°41'0 �/ .2 41, —1 N 5 58'20�'— 52. 2 2 w 316— _ EI,LA 1 0a 85 J 75 %j C-67.69 �\ 3 yii `o lot °2 ' '0; 19=0 - Io S •,r gyp\ o Iw'�_I toI� I IM/nO I� I' I'o Ito(��_ 1 1n � .717W 1\�\ \yoRJ°h°s�' '• 4��90 1 D IVEI 70.95om9 03 0' y?o� S� 0. \y`9( I5I'8178"°28'15"E 143.42 �to �84.-2 R1000.020.09 - 53 48 O`L 7 b6� �to �•5 Loo l $ N828'15"W 3 47 s 1 1 oa\ \� AND i I /_� n v v /� 6 n I o' I '� o `l. fO\� 30 0 19'0 ° �` �'O \rye I �1 4 1 \S / pGE o o 7 a00 I S .t! p,W <v t7 n S p `L \'I • ps291< 4 ��h u� moo\` 6 R9 0��8 y FOR / V nIITY -� 1 �= =' I ✓ ^ l\6 77 \/7� )10 o�9F56ry�\'' //=ASEM__IO Ivrn• a 3 I ^ Q- 742/2g"�Z �\ N\97 �3 L-; A)o /�� 03/6006S844653E 147.31 90 0(n0 \ 'o io N 0 N78.1,3 „ 90 Op C L — %i �'o�! oo y%K 4500 o .00 9 o , _ unuTr_ n EASEMENT 62.48 90 OO ] 158.60 E 221.08 N82° SHEET 3 OF 4 SHEETS THE BLUFFS AT LAKE LUCY INSET B FOUND IP RLS/I 4374 FOUNIP S87048'41"E 598.56 RLSO 9018 FOUND IP - 113.17 (_ 90_43 _o 1 i� 176.58 _ - RLS/ 22414 I 30.00 30.00 II f J 30 30 I . ,I o of 158.38 o�to �I 7�I to10 ORA1NEAMNI - r`ocv 90.00822'S2' 186°_loz35 7 E .laf 0.74� ooLi-K Cv -o o 3 43.17N wO N Z4o -I 3 "I5 0 1 W I I 4 w 3 Io ^oWfI II II�� I S87 I Nz 84E 4. 1J 9 53.22 4 20 co N ��ys �1,,I II �. �D �I I �`iS, N N78° 18 S2 _ 90. 00 _f L �� ��11 - / \I \ O o M S7s 59 98 36 "E 1°=eZ13 s" n 112.44 3o O 30 > ♦�� o u o M y\ R=30D.D� o S87 48 41 E 167.36 z gOosO!\� _ S82° c' / MM 54.15 j OpAZ _"�_E 197.04 M I J v Co T -� Q\ C'j x�, S° \ o p �sr 06`. M DRIVE O\ \ R=60.00 N�°12'52"W \ o, n j o ooi -t o Rio g0 "00 48.13 166.23 �o 6 I I I I 0 - h�M ," 14.80���g g �154°13'13" N I w 40 z o I IM J R-5.50 vCO Z, CV °O \ m N S80° 'S u I II I 3 �9 S3 2 1 a wp o %,O5 S rn �- !! 48.41 (0 I 3 I�19 0 ry 2Og �as � � \ s I I A=290°56'47" FOUND IP Io h 1/2- OPEN 10o \ \ I 56� / �� i 15 5$° 42 6 - N S 64 - \l G _ �i1$ \� �0 o I Ott) 64 °S4 SS\ / �h� / t iN T o S4'S0 N s NORTH LINE OF NE 1/4 \ SEC.10, TWP.116, RGE. 23 S640 \ ' 15 75 1 / PAD u�V� 4' p,F \ \ - ORpdNPOE 06 q6 203 . ,39 7q 110 The basis for the bearing system is the north line of the Northeast Quarter of Section 10, Township 116, Range 23, which is assumed to bear South 87 degrees 48 minutes 41 seconds East (SEE SHEET 2 OF 4 SHEETS) P, SATHRE-BERGQUIST, INC. m`^' I °, cNFRs a - tx'O 50 25 0 25 50 100 SCALE IN FEET INSET C 0 F S87048'54"E 284.52 17.42 253.05 NOI°48'03"E _ _ _ _ 14.04 ) �14,00 I - • I S87°48'54"E 287.76 - -------- 17 NORTH LINE OF NW 1/4 SEC.10, TWP.116, RGE. 23 _-� O, \ EAST LINE OF THE NE 1/4 \� I I OF TH NW 1/4 - 1 n SEC. 10, TWP 116, RGE 23 0 A !� m i A OUTLOT B A In _ o N In Z o .41 A ' A ° n Al J `A0 600d), ` \ EASEMENT PER DOC. - `5p J \ N0.61482 AND 55067 70<11 / 175.33 \ \\moo I o S75° p 47 \ o 59.g5 "E\� DELLS �235� OUTLOT iA 7 - o / 200.99 p.49 �tkg I �i 33 11 17 SK`_ \ \ g1 46 226.54 383.44 \ �� 50 W 434.70 Q Denotes a 1/2 inch by 14 inch iron pipe set and marked by License No. 53642. • Denotes a 1/2 inch pipe found and marked as shown. Qi Denotes a Found Cast -Iron -Monument ❑ Denotes a PK Nail set with a washer marked by License No. 53642 FOUND IP 1/2" OPEN DRAINAGE AND UTILITY EASEMENTS ARE SHOWN THUS: 5-� - - �-5 o II I a I NOT TO SCALE I Being 5 feet in width and adjoining lot lines, unless otherwise indicated, and 10 feet in width and adjoining right of way lines, unless otherwise indicated, as shown on the plat. SHEET 4 OF 4 SHEETS THE BLUFFS AT LAKE LUCY PLAT FILE NO. R.T. DOC. NO. KNOW ALL PERSONS BY TIIESE PRESENTS: That Chan Three Development, Inc., a Minnesota corporation, fee owner of the following described property situated in the State of Minnesota, County of Carver, to wit: Tract C, Registered Land Survey No. 89, files of Registrar of Titles, Carver County, Minnesota, Torrens Property Terrens Certificate No. 41419.0 MR That part of Tract B, Registered Land Survey No. 89, according to the recorded plat thereof, Carver County, Minnesota, lying northerly of the following described line: Commencing at the North Quarter corner Section 10, Township 116, Range 23, said Carver County; thence on an assumed bearing of South 00 degrees 45 minutes 14 seconds East, along the North -South Quarter line of said Section 10, a distance of 515.00 feet to the point of beginning of the line to be described; thence South 87 degrees 48 minutes 41 seconds East, along a line parallel with the North line of the Northeast Quarter of said Section 10, a distance of 1661 feet plus or minus to the east line of said Tract B and the shoreline of Lake Lucy and there terminating. Torrens Property Torrens Certificate No. 41419.0 That part of the Northeast Quarter of the Northwest Quarter of Section 10, Township 116, Range 23, Carver County, Minnesota, described as follows: Beginning at the North Quarter corner of said Section 10; thence South along the North -South Quarter line of said Section 10 a distance of 409.69 feet; thence West along a line parallel with the South line of the North Half of said Northeast Quarter of the Northwest Quarter a distance of 435.76 feet to the centerline of the Excelsior -Shakopee Road; thence Northeasterly along said centerline a distance of 41939 feet to the North line of said Section 10; thence East along the North line of said Section 10 to the point of beginning, all according to the U.S. Government Survey thereof. Torrens Property Torrens Certificate No. 41420.0 Has caused the same to be surveyed and platted as THE BLUFFS AT LAKE LUCY and does hereby dedicate to the public for public use forever the public ways and drainage and utility easements, as created herewith. In witness whereof said Chan Three Development, Inc., a Minnesota corporation, has caused these presents to be signed by its proper officer this day of Chan Three Development, Inc. Craig Allen, President STATE OF MINNESOTA COUNTY OF The foregoing instrument was acknowledged before me this on behalf of the corporation. Notary Public, County, Minnesota SURVEYORS CERTIFICATE 20— day of . 20� by Craig Allen, President of Chan Three Development, Inc. a Minnesota corporation, Notary Printed Name My Commission Expires; I Jared J. Averbeck do hereby certify that this plat was prepared by me or under my direct supervision, that I 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 as indicated on this plat; that all water boundaries and wet lands as defined in Minnesota Statutes, Section 505.01, Subdivision 3 existing as of the date of this certification are shown and labeled on this plat; and that all public ways are shown and labeled on this plat. Dated this day of Jared J. Averbeck, Licensed Land Surveyor Minnesota License No. 53642 STATE OF MINNESOTA COUNTY OF HENNEPIN The foregoing instrument was acknowledged before me this Minnesota License No. 53642 Notary Public, Hennepin County, Minnesota CHANASSEN, MINNESOTA 20 day of 20_, by Jared J. Averbeck, Licensed Land Surveyor My Commission Notary Printed Name This plat of THE BLUFFS AT LAKE LUCY was approved and accepted by the City Council of the City of Chanhassen, Minnesota at a regular meeting held this , 20_, and is in compliance with the provisions of Minnesota Statutes Section 505.03, Subdivision 2. CITY COUNCIL OF THE CITY OF CHANHASSEN, MINNESOTA By: , Mayor By: Clerk COUNTYSURVEYOR, Carver County, Minnesota Pursuant to Chapter 395, Minnesota Laws of 1971, this plat has been approved this day of Brian E. Praske, Carver County Surveyor By: wks 8&, ` SATHRE-BERGQUIST, INC. m ..A y ac�FRs P day of COUNTY AUDITOR Carver County, Minnesota, I hereby certify that taxes payable in Crystal Campos, County Auditor REGISTRAR OF TITLES, Carver County, Minnesota and prior years have been paid for land described on this plat. Dated this I hereby certify that this plat of THE BLUFFS AT LAKE LUCY was filed this day of Kaaren Lewis, Registrar of Titles 0 VICINITY MAP day of 20 20. at o'clock . M. as Document No. NO SCALE n Ci z LAKE LUCY ROAD "%A/ A _VV 1/4 / ^r nIr 4 /A SITE LAKE nr A.nu / LUCY 1.11A/ 4/ A VI 14 ivy 1 I r 14 r1 1/`r /0 nc nC 1, 11\/ 4 / A I v_ I / L VI NORTH VI Irrr 4 / A I I rA_ 1/Y — VC iv ri 1 /121 Y kIr A / A — 1 STV r 4 A vl 1 /`r nC AIIA/ 4 /YAI SECTION 3 & 10, TOWNSHIP 116, RANGE 23, CARVER COUNTY, MINNESOTA SHEET 1 OF 4 SHEETS THE BLUFFS AT LAKE LUCY DETAIL A NO SCALE tiORI� / / \ 100 50 0 50 100 200 O Denotes a 1/2 inch by 14 inch iron pipe set and marked by License No. 53642. / SCALE IN FEET • Denotes a 1/2 inch pipe found and marked as shown. / \ 1 INCH = 100 FEET OQQ Denotes a Found Cast -Iron -Monument The basis for the bearing system is the north line of the Northeast ❑ Denotes a PK Nail set with a washer marked by License Quarter of Section 10, Township 116, Range 23, which bears No. 53642 04� South 87 degrees 48 minutes 41 seconds East I O / (Carver County Coordinate System NAD 83 - 1986 adjustment) �J IFOUND IP 1/2- OPEN — _ - — S87°48'41"E 1737.15 65% 1734.19 2.96 FOUND CIM ` s8t MEANDER CORNER N0. 19 Lei TO �f�`` I' FOUND CIM N 1/4 ✓✓✓ rn / f T CORNER OF SEC. 3, l3/ff0 l yam(- TWP 116, RGE 23 I ^ It r I I I /�\/ -- L C] Gf���RY,/ I / L_!'\f\L_ L_Vu I \L�J \ I FOUND IP -� / --; 60 RLS# 4374 N87048'41"W 783 FOUND IP FOUND IP 1/2' OPEN FOUND IP \ / 01 / I RLSg 9018 RLS// 22414 3 148.66 36'/ N f It < o It I 01 0 � I- 1 \ /A JJ U } of o Nlw z c_ o M <� o W O a0 n INSET B —� SEE SHEET 4 OF 4 SHEETS co a i r'\[)I\ it O z I c ^ \ V I\ I V L F l L_ I l v \7 I IV L_r—Iv V V V" / w ^ I I I I t\ I /� h A r'- n r1 /11 A /^ FOUND IP a C7)) 1/2" OPEN `A I /1� �� L_I I V \7 IV L_/�Ll ° L/VV` 'o 318.93 (RfTi LS 89)I I ,) r, I F1 N76°19 i3 pR S87048'54"E 2312.52 _ - S87048'54"E 318.34 _ _ _ _ _ TI I_ v o u L I V LJ \off o .h/ / �— — S87 48 41 E 1093.13 FOUND CIM NW CORNER 1 �iP 287.76 60 FOUND IP N6�7,6 u, w p i) p 1 SEC. 10, TWP 116. RGE 23 a 50 1 r 1 - 33 FOUND CIM N 1/4 I Z�'�, 1/2" OPEN `� �'�A �,rn o< �w p CORNER OF SEC. 10, I a0 S87°48'41"E 1737.15 — — — S 4 ry, \\952�� A FOUND IP �N e♦ m [wt TWP 116, RGE 23 0 \\` ` Bq S ro^ 63 0 \— - — 2 1 2" O 6 k 2Y0 M / EAST LINE OF THE NE 1/4 I `�- �\ n 4S3,f .` Sys°S f Q= / d' 4 OF TH NW 1/4 \\ �813`SR� FOUND CIM Oe0 � 3 SEC. 10, TWP 116, RGE 23- °p NORTH UNE OF THE NE 1/4 �� � ( S ?�'jy MEANDER _SEE i 0; w ALSO NORTH -SOUTH - -� ' SEC. 10, TWP 116. RGE 23 - 3 12.0 6q 3 46 CORNER / DETAIL A Oo O o QUARTER SEC. LINE SEC.10 -- iv 12"E 4Sp. 216 NO. 19/ d / 6y ALSO THE SOUTH LINE OF N 14°00� � O 'I9'0-I` 5q �') °F, ; TRACT C R.L.S NO. 89 a 5 ig3? N70°56 5 � �� o Q o I ��yoo °52�' �08� ; INSET A o a 3� �'� a \� 6o z 5� o° SEE SHEET 3 OF 4 SHEETS Z z n INSET C 0' \ / \90otit1 = ) ^ oa o S88028'15"E 143.42 T so SEE SHEET 4 OF 4 SHEETS N 3sy55 Z L _ j� �� U < u N a' N88°28'15"w 144.7a �°� / LAKE, kn 3I z LUCY C� c^, , )\ 0 S84°46'S3"E ° 22 ..,o OUTLOT A �� , <` ? o I q \388 147 31 S78 13' 6 / HIGHEST RECORDED WATER Z o 6� E /80•00 N7 h LEVEL=957.7 FEET (NGVD 29) 50 133 �`.\ 803•4g"N p RECORDED 6/20/2014 i 1 FOUND IP I / 1/2- OPEN -� \ ° O �J C� FOUND IP 8.0/ N87°51'50"W 434.70 10�9�\1"E/ f0 N'S75'47�w �'h�ry N82°01'58 E 188.86 / WATER LEVEL=956.5 FEET (NAND 88) ! - 1/2" OPEN 72 52 Op / AS LOCATED ON 7/6/2020 W N \ Wlrr Cq^O c 435.76 (DEED) S) ° \^ BENCHMARK: ELEVATIONS ARE BASED g�� 1!6e ?O. /� / ON MN/DOT GEODETIC STATION NAME: / - 1002 BS WHICH HAS AN ELEVATION <� If) WET LAND °09`L6S 04„ LPNO /i o OI ' SEWER AND UTILITY \ �07' �-- GE OF N � \ OF 969.59 FEET (NAND 88) _] O - t / --- -EASEMENT PER DOC. 1 � \ A / NO.61007 AND 64335 EO \ / 34.65 1539.97 WET LAND \ PARALLEL NTH THE NORTH LINE S87°48'41"E 1636 */- \ OF THE NE 1/4 SEC. 10, TWP 116, RGE 23 96 1661 % (DEED) \ _ �—� — , \ `� ` 9 / SOUTH LINE OF THEN 1/2 OF _ I If�OTOFO OF THE NE 1/4 OF THE NW 1/4 op SEC. 10, TWP 116, RGE 23 I 0 O 1F 06 OS W� SATHRE-BERGQUIST, INC. to mw 7 / \ N �Q" FOUND CIM REF. MON TO S 1/4 I \ CORNER OF SEC. 10, TWP 116, RGE 23 \ SHEET 2 OF 4 SHEETS THE BLUFFS AT LAKE LUCY 50 25 0 25 50 100 SCALE IN FEET I INCH = 50 FEET The basis for the bearing system is the north line of the Northeast Quarter of Section 10, Township 116, Range 23, which bears South 87 degrees 48 minutes 41 seconds East (Carver County Coordinate System NAD 83 - 1986 adjustment) (SEE SHEET 2 OF 4 SHEETS) O Denotes a 1/2 inch by 14 inch iron pipe set and marked by License No. 53642. • Denotes a 1/2 inch pipe found and marked as shown. Q Denotes a Found Cast -Iron -Monument DRAINAGE AND UTILITY EASEMENTS ARE SHOWN THUS: 5—� — —5 o I I al i NOT TO SCALE i Being 5 feet in width and adjoining lot lines, unless otherwise indicated, and 10 feet in width and adjoining right of way lines, unless otherwise indicated, as shown on the plat. tia�_SRs suR p W N m w 0 N c+FR s P `Pa2�2' SATHRE-BERGQUIST, INC. S87048'54"E NORTH —SOUTH _ QUARTER SECTION UNE SEC.3, TWP.116, RGE.23 INSET A TL) A _f rn N rna co O O P. �'A=19°II'17" FOUND IP 1/2- OPEN 3 ki N N c O N o Z JI 42 �10 O _ N%J 0 00 t, 1n ° N O Z SHEET 3 OF 4 SHEETS THE BLUFFS AT LAKE LUCY INSET B FOUND IP RLS/ 4374 S87°4841E 598.56 R�s 9018 RLSN22414 IP 10� 0 113.17 _ 90.43_ o _ _ _ _ IF r � 176.58 30.00 30.TF - - II I (J 30 30 158.38 �10 r I I I 10) 1 3 co OD �I I _ r �D-RAINAGEMI I10 ANTLNDJ,,I1-- - 82 °12 ?I1_1l -5 _0I WI•� 1 I S- 8'415 00 I-IjImo lo vE 7.0�NdZ o o 10.74 N 4 43.1796 35 N 0 f ;ZN 3 �' 01 �c w w I I tSY I LIo 3 I -Pil I I I� y°- I wN z° �; 67.0j f I S874841Eo53.22 CV °N Z 18.28 0L =N82290Zo0_W`I qt \ 60.00wS8510'S1"E y63s 9000_ 5 I LLN F rn O /9 30 30- o /�o� W i �� sus sa9J6 �6?3 /6° 2 44 \ o - �`� �ti I N cA� \o3pp•O\'6°s° S87-°4814-1 "E - 167.� zE 54.15a0 S85°10'51'ioti\53.74 "_S21=��17.0� 1TCYz . C8=S820I2'36"E RIDGE n CT - o Id I Qz I ?iy C=89.45 O 1 aS3 99 1a, 94 yg6 °I�s2°w RULE \ M h /o 2j 4�6,p\ 51.13 1 Tor- - I6 N'o ° I o I QD _v I14.80i o 7 n°° /� /� g 1•.54 w W I I of A=154°13'13" h \ m 1� 61 I a h ^ I _ro er 580� '59 „E o I n 1 ^ I 31 ; it 1 2 C1400 -46.4102 ° o $\ M to 0o5 4 ory 4�n 3 2so8' 4cl FOUND IP 0 1/2- OPEN o 15°�,nhh b- toCID CV ° NORTH LINE OF NE 1/4 _�S64S¢S9 ° �` \\ \� T L A 1 v T o SEC.10, TWP.116, RGE. 23 S3"F �� co ^��/ v� 1 I \ n I N I ` 6„E � // /� \ I t o ' s\4°Opk\2/ \ \ i5l 5 /9 � If le I � PI UU TI ONpR o 2 q6 v�T � 0?, EERS soR` SATHRE-BERGQUIST, INC. ... mCNFRs Co The basis for the bearing system is the north line of the Northeast Quarter of Section 10, Township 116, Range 23, which beats South 87 degrees 48 minutes 41 seconds East (Carver County Coordinate System NAD 83 - 1986 adjustment) (SEE SHEET 2 OF 4 SHEETS) �yORI 50 25 0 25 50 100 SCALE IN FEET I INCH = 50 FEET INSET C s� \ ;�•\ •� O l� I k 51.25 `y ^ S87°48'54"E 318.34 1 s � - - - - 253.06- - - _ 14.04 � � 4000 '03"E S87°48'S4"E 321.59 _ _ FOUND CIM N 1/4 CORNER OF 133 NORTH LINE -FOUND 10, TWP 116, RGE 23 _ /1 � _ _SEC.10, TWP.116, NW 6, RGE. 23 ALSO THE SOUTH LINE OF 50, TRACT C R.L.S N0. 89 a \ EAST LINE OF THE NE 1/4 \ M / OF TH NW 1/4 of I l o I n SEC. 10. TWP 116. RGE 23 - m ^ ALSO NORTH -SOUTH \ \ QUARTER SEC. LINE SECAO m tl of a 3 o q OUTLOT B ^ 1 `r pl \ in of °h N z cj ° I ^ Q \°o J� z1c 5°y 02" 10 ^o �//�Doti I xt jc� AW SEWER AND UTILITY EASEMENT PER DOC. Gj$ �o \ a,�e �50 \ \ No.61482 AND 55067 , \$ n �\ / g �� �q9 \ \ \ • I F ,I Sig 175.33 \ u: I o �� 1 5 �'47°E DE � �y�0 \��� OUTLOT IA oo ,,,, LLB R Z 66' u ° � 0 200.99 � §° i-"51.26 „94g 226.64 383.44 \ °\ N87°51'50W 4,54. /0 Is8.48 ' 0� D IP (435.76 DEED) / 1/2N OPEN _PARALLEL WITH S. LINE OF THE N 1/2 �- OF THE NE 1/4 OF THE NW 1/4 OF SEC.10, TWP.116, RGE. 23 0 Denotes a 1/2 inch by 14 inch iron pipe set and marked by License No. 53642. • Denotes a 1/2 inch pipe found and marked as shown. Q Denotes a Found Cast -Iron -Monument ❑ Denotes a PK Nail set with a washer marked by License No. 53642 DRAINAGE AND UTILITY EASEMENTS ARE SHOWN THUS: 5-� - - �-5 o I I o I NOT TO SCALE I Being 5 feet in width and adjoining lot lines, unless otherwise indicated, and 10 feet in width and adjoining right of way lines, unless otherwise indicated, as shown on the plat. SHEET 4 OF 4 SHEETS SYMBOL LEGEND DESCRIPTION PROPOSED EXISTING MINOR CONTOUR MAIOR CONTOUR LOT LINE WATERMAIN WM WM BUILDING SETBACK BOUNDARY — — PARCEL BOUNDARY LINE DRAINAGE AND UTILITY EASEMENTS — — — — — — — — — — — — — — CURB AND GUTTER - RIGHT-OF-WAY DRAINTILE WTCLEANourS — — 40--- — — — — �-- — — BACKYARD CATCH BASIN 4►— CATCH BASIN — —�-- STORM SEWER MANHOLE —(1)� FLARED END SECTION W/RIP- RAP q w STORM STUCTURE LABEL 02 SANITARY STUCTURE LABEL O O SANITARY SEWER MANHOLE HYDRANT —WIN WIN-- — ----*—Wy GATE VALVE —WIN— wm — —WIN WM— WELL OO O® DRAW FLOW/RUNOFF ARROW EMERGENCY OVERFLOW SWALE SOIL BORING LOCATION SILT FENCE — — -- — — — —� •� TREE PRESERVATION FENCE — — — — — BARRICADE ® OR ® -W T OR SPOT ELEVATION x 96p0 x 9� TBC SPOT ELEVATION UTILITY POLE �> LIGHT POLE 1 HANDICAP PARKING SPACE / 1 II A4MM¢ YEA 11 2,tl qpp I I I I J �KE ILUCY I LAIo-= lllCv wvi RIDGE I %YWiWi i I W W 1 1 I L Y } 1 Y 1 Y I Y 1 W J 1 11 1 I 1 y J Y 4 �I Y Y W � 1 1 / Y 1 W W W W 1 I Y Y 1 I /40h ft�'+' I O�vi�Wetra.t M¢w aI � // Y Y Y �ti1b�0epama+a xr a Ram.re 'iW Y1111111 `� � L Y 1 Y 1 1 1• 1 1 Y W 1 W 1 1 1 W 1 1 • 1 Y 1 1 1 W W 1 1 ' ♦/ 1 W V' W Y - W Y W W 1 W Y '1 Y 1 1 1 1 1 1 W W 1 Y v I\ 'W 1 1 . W v W Y 1 W Y 1 1 \\ y 1 1 W W Y 1 Y Y 1 1 1 •` y W\ J' 1 •' 1 1 W 1 1 1 1 1 1 W`` Y 1 1 1 1 W Y 1 1 1 Y 1 1 1 = 1 1 1 1 1 1 1 1 1 • Y v1 .V 1 1 Y Y 1 W II LOCATION MAP RY ■AT.E. MY 11 SHEET INDEX TABLE SHEET Description 01 Title Sheet 02-04 Street Plan 05-07 Sewer and Water Plan 08-12 Storm Sewer Plan 13-15 Grading Plan 16 Erosion Control Plan 17-23 Construction Details PREPARED BY PREPARED FOR ENGINEER DEVELOPER SATHRE-BERGQUIST, INC. CHAN TH: 150 SOUTH BROADWAY 10850 OLD COUNTY RD 15 SURE 200 WAYZATA, MINNESOTA55391 PLYMOUTH, MN 55441 PHONE:(952) 4766000 -'?NTACT. PHONE:(952) 476-0104 . AG ALLEN PHONE: (952) 270-4473 CONTACT: ROBERT MOLSTAD, P.E. cRAIG@GONYEACOMPANY.COM EMAIL: MOLSTAD@SATHRE.COM Zoning. The Park Zoning Standards: (Ordinance #640) Minimum Lot Area: 15,000 sf Minimum Lot Width: 90 ft Minimum Lot Depth: 125 It Maximum Lot Coverage: 5,500 sf Fysb: 20 feet (25 It w/sidewalk) Comer sb: 20 ft Sysb: 7.5 ft Rysb: 25 It Bluffs sb: 30 ft, 20' Impact Zone Wetland Buffer sb: 20 ft 60' Row - 31' B-B Streets (45' R cds) CITY OF CHANHASSEN RECEIVED JUL 3 0 2021 CHANHASSEN PLANNING DEFT 100 50 0 50 100 200 NOR1� ❑❑❑❑[� SCALE IN FEET DRAWING NAME NO. BY DATE REVISIONS USE (INCLUDING COPYING, DISTRIBUTION, AND/OR CONVEYANCE OF INFORMATION) OF THIS PRODUCT IS STRICTLY PROHIBITED WITHOUT SATHRE-BERGQUIST, INC.'s EXPRESS WRITTEN AUTHORIZATION. USE WITHOUT SAID AUTHORIZATION CONSTITUTES AN ILLEGITIMATE USE AND SHALL THEREBY INDEMNIFY SATHRE-BERGQUIST, INC. OF ALL RESPONSIBILITY. SATHRE-BERGQUIST, INC. RESERVES THE RIGHT TO HOLD ANY ILLEGITIMATE USER OR PARTY LEGALLY RESPONSIBLE FOR DAMAGES OR LOSSES RESULTING FROM ILLEGITMATE USE. I HEREBY CERTIFY THAT THIS PLAN OR SPECIFICATION WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY REGISTERED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. S c—� � �� �ERs SCR` ae' 6� u2i N SAT H RE-BERGQUIST, INC. 150 SOUTH BROADWAY WAYZATA, MN. 55391 (952) 476 6000 to)", m � �� c�FRs P101 CITY PROJECT NO. TITLE SHEET THE BLUFFS AT LAKE LUCY C HAN THREE DEVELOPMENT, ENT INC. FILE NO. 3120-079 SHEETS SITE 01 MJV -- 0_7/2_92_0 --- _ _ _ _ _ _ _ _LA_YO_UT_REVISIONS _ ---------------- _ _ _ _ _ _ _ — _ _ _ _ _ _ _ _ _ _ _ _ — - HANHASSEN M I N N ESOTA DRAWN BY 1 23 ERJ CHECKED BY — RSM _ _ DATE _ ROBERT S. MOLSTAD, P.E. Date: % O8 ZO Lic. No. yZ8 07/08/20 / W W W W W W / 1 / � I •T°d- / LIKE ILUCY.rr- RIDGE I �: LAKE UICY RIDGE I I W W W 1 W W W W W W W W I ' W 5 f W W W W W W W W W W W W T W W W W W W W � � I ASHUNc MEADOW; zla Apo LF- I W W W W W W W W W W W W W W W � I I I 2 \'°-"•. I W W W Ii W y" � I I I I� I >•1 I i / I / ff I1T T1 I 1 Sw. ll. w.ln°a—c 31 r TOPAZIYlIyE... I I ! r W WI W W W W W VI NW_-H]6.5 •mYlwa.. W W W W W W W W W 12•05 OS'AA•lC MEADO« elbq 3 ro O II • l' - / I r1 - I� / (�'n '_' = _4_a_�!/ I _ WWi WW I ° b'• ASH NG MEADOWS yp - 5 / W W C I __ l W W \ W W W W T TC rWeAe } Y /\`\ pra.e+ A \� - _,-�I 1 .. GEt/q r ,a/ _ _ UWEU. r \ \ C ^ V \ W W W Dlatiy NtI 21Q P/ Well ra .! /e 1� — l y y y y` pyvelf- EY Yyr PL CL - 30 1 W. 15.5' to Bad 15.5' to Back Wear Course to be Abo" Edge of Gutter 2� 2.01% e 3:� Mar LS : 1 � 1' We -- TapWk Seed V.uich or Sod. 2'-MNDOT 2360 SPWEA340C Or US Tock Coat - 2357 Sufmamtabb r-MNDOT 2360 SPNW3330C Concrete Curb 12'-Elms 5 Aggregate Base 24' MNDOT 3140.2B Select Grawlar Barrow (Kee Note 7) Not to scale NOTES Typical right-af-ley-W0 ' Maxinum street grade 7.0% 3, Minimum street grade 4.751E 4, 6" Topsal placed el dslulbed seas. 2 ROIS sod behind curb. 6. The bituminous wearing rarfoce d+dl be Placed the next construction lemon following placement of the bituminous base. 7. A test roll of the prepared wilgrode shall be parfamed. In the prese.ce of a city inspects. The cdy hm the oulhaily to require addition.] subgrade cor ecti m baled on the Net fall. 3 Orar•te --/:1 -e placed dmg both Mdrs of roadway. See plate 5232 for Mel : CITY OF TYPICAL CBANBASSEN RESIDENTIAL -I S-'""-?FCTIECTION REVKFIl 5-19 r 110.: ENGINEERING DEPAP"'�-'. 520'- FAE NME:G SPECS 52oa m^ / Plural .0 / Tip 1 W W\ 3 ell i y y W W\ � « �'�_- � p( �•- �, � W W W W y W W W y y W \ If W W W i W W W W W y y W I11 y W W i W W W y W W W W W W War' W 'W W y W W W W W W W W W y y y y i y y y y y y y y W W W i W y y (geserve) y y y i y W y y y y y W y y y STREET NOTES: 1. ALL PUBLIC STREETS ARE 31' BB UNLESS OTHERWISE NOTED- CURB DIMENSIONS ARE BACK TO BACK. 2. SEE DETAILS 5200 to 5244 FOR STREET DESIGN STANDARDS. 3. ALL SIDEWALKS SHALL BE 6°. CONSTRUCT ADA COMPLIANT PED RAMP AT EACH CURB AND OR/ROAD INTERSECTION PER STANDARD DETAIL PLATE 5215. 4. ALL STORM SEWER STRUCTURES SHALL BE EXPOSED DURING STRING LINE OF CURB TO ENSURE PROPER FIT WITH PLASTIC RINGS. TOPSOIL TYPICAI CURB Vp1(IAIAL 1 /4" PER FT. SLOPE TOWARD ROADWAY 1� VARIES I "CTOPSO, 3- MNDOT 2360 SPWEA3409 6' CLASS 5 BASE COMPACTED SUBGRADE PER SOILS ENG. TRAIL 20• RADIUS 1- 20' RADIUS 1. 1.SHOULDERS To BE BAcxnu ED AND RESTORED WITH TOPSOIL AND RE -VEGETATED WITH SOD OR SEED / MULCH. 2. THE CONTRACTOR OR DEVELOPER SHALL SUPPLY A 2 YEAR 1DD% MAINTENANCE BOND UPON CITY ACCEPTANCE. 3. THIS DETAIL / SPECIFICATIONS ARE MMMUMN REQUIREMENTS. ADDITIONAL DESI':'. MAY BE REQUIRED DEPENDING ON EXISTING SUB -GRADE SOIL CONDITIONS. 4. BITUMINOUS TRAILS MAY NOT BE CONSTRUCTED ON UNSUITABLE SOILS. NO WA_ - MATERIAL" BLACK DIRT. OR ORGANIC SOILS ALLOWED. 5. PATCHING OF EXISTING TRAILS SHALL BE FULL WIDTH AND NO LESS THAN 4' LONGITUDINALLY . 6. A 20' RADIUS SHALL BE USED WHEN TRAILS INTERSECT TRAILS. 7. NO RADIUS USED WREN TRAILS INTERSECT SIDEWALKS. affOF BITUMINOUS CAMSEN TRAIL REVISED: I-2�%U'1EERINC DEPARTMENT Z� �" 5216 FILE NAMlG GSPECS\5216 \ W W W W W W W y W W i W W .' W W W W W W y W `a' •I" W y i .v W v. W y W y W W W v. W .y .y W W y y W W y W `✓ W y W y y W W y W y W W W W W W y y W W W W W W W W y W W y W W W W V W y y W W y W y W W W W z Z/- Z a w 0 ` / O W ZWTn w (~qma in It -3 ! Ig� i t t • 8 WIC 'IA_ '� e� igl id F�T YYY•���! � d�v�j e81 /4 �^ °n le ��jq `p1 960i1449F see e,..I Hpo. O9000•• 1• d_ a .w—• e IS d ce S I i{ t _�nrs WIN Pedestrian Curb Romps Page lof 5 FILE wuE' c t�plc\sPE sins ENGINEERING DEPARTMENT �� 5215 E fOF Pedestrian Curb Romps ,l W�lild Page 2 of 5 MOVED, to-te ENGINEERING DEPARTMENT "uTE M5` 52157 FLE SAMED, ENC\9EC5',5:154 If r ] E :€ ioa3 at€ ,e • Will 999p g eoeo e °n• LE �h ° 1J ::�:: • a •::: Olga::::+ we a Pedestrian Curb Ramps C Page 3 of 5 FILE INA .o-\ ENGINEERING DEPARTMENT �� 5215E RE NME:D, \SPECS 5B DRAWING NAME NO. BY DATE REVISIONS USE (INCLUDING COPYING, DISTRIBUTION, AND/OR CONVEYANCE OF I HEREBY CERTIFY THAT THIS PLAN OR SPECIFICATION WAS SHEETS STREETS 01 MJV 07/29/20 _ _ _ _ _LAYOUT _REVISIONS _ INFORMATION) OF THIS PRODUCT IS STRICTLY PROHIBITED WITHOUT PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I DRAWN BY SATHRE-BERGQUIST, INC.'s EXPRESS WRITTEN AUTHORIZATION. USE WITHOUT AM A DULY REGISTERED PROFESSIONAL ENGINEER UNDER THE ERJ — — — — — — — — — — — — — — — — — SAID AUTHORIZATION CONSTITUTES AN ILLEGITIMATE USE AND SHALL THEREBY LAWS OF THE STATE OF MINNESOTA. CHECKED BY INDEMNIFY SATHRE-BERGQUIST, INC. OF ALL RESPONSIBILITY. — — — — — — — — — — — — — — — SATHRE-BERGQUIST, INC. RESERVES THE RIGHT TO HOLD ANY ILLEGITIMATE s. RSM USER OR PARTY LEGALLY RESPONSIBLE FOR DAMAGES OR LOSSES RESULTING DATE FROM ILLEGITMATE USE. ROBERTS. MOLSTAD, P.E. 07/08/20 _ -- ------------------- Date: 07 08 ZO Lic.No. Z Lrz_g g•g Pedestrian Curb Romps Page 4 of 5 REVSEIr '18 x ENGINEERING DEPARTMENT 5215C a —`saes Pedestrian Curb Romps C Page 5 of 5 9M w G: \ITIc\mEcs aztsp ENGINEERING DEPARTMENT 5215D I I CITY PROJECT NO. O 0-%S Suxi,P W y SATHRE-BERGQUIST, INC. 0 150 SOUTH BROADWAY WAYZATA, MN. 55391 (952) 47&MM C H A N H A S S E N MINNESOTA ctiFR 5 P \"P�2 =xul �WZa % J a a Z a W W 0 C3 Ir a }�0 wa LL. J �OmU MONO Q W Z0.0 O Q ZQ=a X LL Ox0 LL W Lu O QMUO ZWZC9W F W Z — Owp2Fn7 N_j((_) W=wL F fn EL(r) �W°arn O m 0 W Z a (0 W 40RSZ U)z_jo❑ w0UZ)¢¢ 100 50 0 50 100 200 ❑❑❑❑d SCALE IN FEET FILE NO. STREET PLAN 3120-079 THE BLUFFS AT LAKE LUCY 2 CHAN THREE DEVELOPMENT, INC. 23 It co ' OF�0 / \ tl ,2 x t(1o11.3p .I 4 co \ FikeK#1 \ tF Op - nro6.3) x x o /1011.8) s0 °O NWL-973.0111 \ 7 0 38 - - 39 INvs 36 [,oaB.a) (21•S9ndrs C00Ip06t�971.0) w \\ DE�� R/V D �O 998 s BFC1oW.t E 'TF 10007 BF toot, *TF .€ + 5 Go \\ \NV \ Y i INV'9842 32 '�' « Q 33 INV:988.8 < / ) OF 1006.0 B G OF 1011.5 211 �,y `b If - R&D and / / nvbs� m�-7, z i'\/ L N GG 0 - '1009.8 r 008.5 - B� �O �$ 11 costing driveway I . \ 4 - I q J Nvsysa -- I I o + I 1 Pond #1 \ C n,-7, 2 \ L� �v2 u• wN Yx OF M.59B9 ti NV:991 � o h N j �T0 a/ % NI TF :, TF 992.8 \ OF _ 99lSp '. c _ INv000.a 5yvq� + �dsV HWL-976.0 $ GF�p-0 WD TF99S.3 �� 8 O'Nvsss, 6 / tooz7 Install "Plasuc I GV s o-om nutlet „ 18 19 SF 99p3 BF 904.1 3 WO a g97�e BF o >q., __. J86.6 o 0`10 o I t 74 o I "`� H .• s core GV to V I remain donee <° Rs LL \p_ /'�` • -O6 F B F � GO unless ItIox tl I by warer:ne l g�1! �/ ��� /� I 5 t9e:Lq •IO BF 968.6 TF 10008 - I ,� 43 /gy a � GF ° 16 K 11982s11 x I �. X (%5.9) �A/O --- . 1003 1007.7 InvEso l�pe1 % x lC��ll I «ffi4 x CIF2. s 19B7y 1 x 1%3.0 3 ; 3 0 rn '�il Q5 t GF, (0 24 \+ I f(aB7,)) x g 25 8 r99,.,) BF 99q� TF,8 �a �` / / pLN,LXV9b.9 \,� .5� 20 21 / �/ a006 4% 1 23 << 00 S \ LL :e i. _' �_. \` 1 / 7 x 26 fNHp9l1 x W O BF 998.1 ry OF 7010.0 H s 'ryryy 7BB9.B 0^ n/ O �` \ « f «sso.,71 TF 1010.3 �•a 3 �^ 0 0�°'�0 I 6 x w O ,cP + x (997,) BQ F toots 0` 1 � \ /11 _--$,� �_ <c 5 !(9sBs)) x TF 7011.3 , 22 ��� oao.9 wo x ,y g Buffer Reduction to 40 ft (14,760 St) c< '' \ << 3 x \ T°\ •r< y y y � / ll,00tq) x e�J �s m ° 3°., 6'0 i=� �Presgrve) Bluff 9 ,✓/ S y V/ y y y 1 v J/ � y y J/ y V' V/ 41 V/ y y y y y y d/ 4, y - / .. - y W W 41- gid 7, 1030 1030 a� �m DELLA DRIVE + m coo ao m o 1020 0 w w w a a a a 1020 2 87% 1010 o LVC:702961010 + 16 HIGH PT STN 0+24.64 o is HIGH Pr ELEV: 995.07 PVI STA0+76.72 LVI a a o PVI ELEV:993.55 K42-86 LOW PT STA 7+78.00 r LVC:46.87' LOW Pr ELEV: 990. PW STA8+00.00 1 000 vi u r S > m m IGH PT STA' 6+23. IGH PT ELEV: 987.5 PVI FI N:991.31 M. $ K51.17 ^ m +m FIG EG 1000 V > PVI STA6+00-00 w W --w 2 w LVC:311.01' PVI ELEV:987.00 $ K:4286 y) iti O > �. 8876 LOW PT STA 3+88.08 ,.„ o o m m m LOW Pr ELEV: 9W.02 PVI STA3+SOA0 u+, m w .. U Lwv> w to 0 w PVI ELEV:978.88 K36.13 a w m > m w _ 990 _5� > m m u 2-16% 9s71! 0 FIG >w - _ m 325% ao Go - o� QCD o + o�6v -6 + F - + LU 980 _j o z o EEG 980 � w � Ujj ai � U rn In to 970 970 960 960 p m m Ol F! N p V 1p cV N ., O [p Co T� p) .. h U0 N : V _.. O .� . N m __ I� ,.. O In - - m M 1n Go w -; O -. m '_ N N Q) A 00 h 0) m m V m V �- th N If) O N n O) O O] lO N 1- N O I� N r le C-4 O O 4m m Q) coTV 1� LIII (O O co N GoNp 00 V C LO . m N V O c•. V N t7 V C4 p N O) O1 N V N m m ,- f* - N -- m L7 _.. O Lvj :. - N N N .: N d N - N Ln N -.- f� C7 V M m O IL m .: r - 00 - m ^" Q1 ,� 1� Ol O rn O O O O (7 e- .�- N , OR M O t+f O) O a0 O ui h O Ln O co A O O _ W -; t(j O m O O m N O Or7 00'j O O m O _. - O f� O - O - CD i� O O O O rn W rn rn rn rn Qi a °' °° a$ CO rn °° °° rn m m - m m -- m 0) m _- - m rn Go ;:' m rn m 00 m - rn m -� - 00 rn at 00 m m m aD rn rn m ;`_ m �+ m _ m '- '_. rn 00 _ m O rn O) O p O CD W O p O rn O O O O m O O rn 0) rn O O m O) O a) 0 w 0 m -. rn ._. o Cb 0 rn o rn O rn rn O rn$ O O - o _ . O _ o O O o O 07 p rn m rn w rn rn W rn rn m rn �, - rn rn rn W m 0) rn 0) In 0) - - 0) .- W W r, hORS� -0+50 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 5+50 6+00 6+50 7+00 7+50 8+00 8+50 9+00 9+50 10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 14+00 14+50 15+00 50 25 0 25 50 100 EXISTING UTILITIES SHOWN ARE SHOWN IN AN APPROXIMATE WAY ONLY. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ANY AND ALL EXISTING UTILITIES BEFORE COMMENCING WORK. HE AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES ARISING OUT OF HIS FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL EXISTING UTILITIES. SCt LE IN FEET DRAWING NAME NO. BY DATE REVISIONS USE (INCLUDING COPYING, DISTRIBUTION, AND/OR CONVEYANCE OF INFORMATION) OF THIS PRODUCT IS STRICTLY PROHIBITED WITHOUT SATHRE-BERGQUIST, INC.'s EXPRESS WRITTEN AUTHORIZATION. USE WITHOUT SAID AUTHORIZATION CONSTITUTES AN ILLEGITIMATE USE AND SHALL THEREBY INDEMNIFY SATHRE-BERGQUIST, INC. OF ALL RESPONSIBILITY. SATHRE-BERGQUIST, INC. RESERVES THE RIGHT TO HOLD ANY ILLEGITIMATE USER OR PARTY LEGALLY RESPONSIBLE FOR DAMAGES OR LOSSES RESULTING FROM ILLEGITMATE USE. I HEREBY CERTIFY THAT THIS PLAN OR SPECIFICATION WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY REGISTERED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. W,4 S. % �o•�%� �Rs E w s� R� F< N SAT H R E-BERGQUIST 7 I N C . CITY PROJECT NO. STREET PLAN THE BLUFFS AT LAKE L U CY CHAN THREE DEVELOPMENT, INC. FILE NO. 3120 079 - SHEETS STREETS 01 MJV 0_7/2_912_0 _ _ _ --- _ _ _ _ LAYOUT REVISIONS _ _ _ _ - _ _ _ _ _ _ _ - ---------------- C HAN HASS E N M I N N ESOTA DRAWN BY 3 23 ERJ CHECKED BY 0 III c�FRs 150 SOUTH BROADWAY WAYZATA, MN. 55391 (952) 476 6000 It " P�pd`' RSM _ _ -- ROBERTS. MOLSTAD, P.E. Date: 0-J 08 ZO Lic.No. �/�LlZB DATE _ - 07/OS/20 IDLE I /` _ 1 1 � R&D 1,265 sf of pavement and LI street sermon. TG1010.64 Restore Yards: irrigation and sod Ex-MH10 / I n I ( ) Inv-993.83 /^ LAKE LUCY RIDGE Bid -16.81 ]I 1 I TNH= I >: 1014.4 I 1 x I y mn x ' F 5 S c om oo 30 ujmO1O I m LL F LL a o 00 8 (to to Lj ~ m I ASHLING MEADOWS 2nd ADD ^v0es x o - x' I _ I lut¢S Inv.lO: lnv-08 '-_._'a __es:.- z HP ,o _ X ( ID, 3.1 1 -- (101].3)) lot -1 X ((1016.3 c - (tat].e) X -U o,ev x 3 x (9I ovoiOo BF 1010.1 4 0 I � G 0 FB LLLL�LL _8 I B�oos.t f >- m TF 1018.8 B U I6 LOLi GF 1018.5 x ((1015.3)) ] I u TF 10178 x GF 1017,5 (1015.6) X ((m13.611 0014.3) X BF 1008.1 4 ,o16.s FB BF 1>,E L) 1��9. uu - \' TF 101 006.6 x L / o^ ,� F GF 1016.5 FB to m tow - TF 10153 A 0o o m a o o $ 8 GF 1015.0 .. (9 H �m ` I I 13 14 x- 1P1¢T1010., 0 4 e I2 INV�t 009.6 0 o a F L 1015� 182 - n iw 121Nv:1n,o.17.OPAZ100 `^o 0 �,� 1281016.5 ' • DRIVEINV: 100. F ® 9] x alk W -- u - ry '�00 Z o , 101 .4 5 N p Q O o treat I - \ \ .. ]o:H LL LL o 0 8 j I GF 1018.0 Do ` 0 TF 1018.3 GF 1017.0 010.1 51 6 x ` Swo TF 1017.3 h vt of.� e�., f 009 BF 1009.E wo o 0 00 N BF i LL o 009. % 1009. 1' 008.6 0 O LL LL WW84)) X 00079) 48.0 41 x ((1007.4)) X i 008.7 O l h co . o m Change Casting to R4342 ASHLING MEADOWS 2ND z q x `s - 0 Y O Inv .5 ,� ,0: It (PA. A no11a I Ar I- I 1030 1020 2.00% TOPAZ DRIVE I 1030 1020 1010 1000 M LUCY RIDGE LANE LVC:101.4Z LOW PT STA. ??? LOW PT ELEV: ??? `! e PVI STA1t50.00 0 o PVI ELEV7013.24 "+ 0 o m o K30.00 o ry > >> > N n N W oo rv� m O a > hw Hui + m o w >> W > > 2.38Wo -2.00% FG o FG EG W ca 7 > U o Of Z D � o EG mIn 0M QN U^ co J O U Q to o �to za U to W e W if) Ln O V u O to O a V N O1 tfJ ^ of M N n M N to ^ M N V r (") N m n CS! CC? .� (M0 Cj o 0 O O N OT T N N N (h N M LV O O O a) Of Oi "O CD O 0 r OO o O o a O CD a C) 0 O a 0 0 CD CDC' a O CD,O a CD a a o a o o a oo O a oo O p 00 O o Q -0+50 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 5+50 ,.I I TI 1020 ,. I 1030 1020 1010 1000 ..e 10101 z0 1010 0 Utq wF }Z0o oa EG co Q + J W O U(7Q 1000 1000 (n O R 1� N N o) r 0NI V '_ W .Ny. + 0 O O 00 0 q* W EXISTING UTILITIES SHOWN ARE SHOWN IN AN APPROXIMATE WAY ONLY. THE o 0 0 0 0 C-j = o N c cn " o �> - � _ v ' o `* 7 o iD o N 0 to m 50 25 0 25 50 100 CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ANY AND ALL EXISTING a a a ' a , a o a o a f UTILITIES BEFORE COMMENCING WORK. HE AGREES TO BE FULLY RESPONSIBLE FOR ANY 11 11 Li AND ALL DAMAGES ARISING OUT OF HIS FAILURE TO EXACTLY LOCATE AND PRESERVE ANY iLE IN FEET AND ALL EXISTING UTILITIES. -0+50 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 DRAWING NAME NO. BY DATE REVISIONS USE (INCLUDING COPYING, DISTRIBUTION, AND/OR CONVEYANCE OF I HEREBY CERTIFY THAT THIS PLAN OR SPECIFICATION WAS CITY PROJECT NO. FILE NO. SHEETS STREETS 01 MJV 07129/20 _ _ _ _ INFORMATION) OF THIS PRODUCT IS STRICTLY PROHIBITED WITHOUT PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I 10ESRS u sR� Fi - STREET PLAN 3120-079 DRAWN BY _ _ _ _ _LA_YO_UT_REVISIONS SATHRE-BERGQUIST, INC.'s EXPRESS WRITTEN AUTHORIZATION. USE WITHOUT AM A DULY REGISTERED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. w N SAT H R E-BERGQUIST, INC. ERJ - SAID AUTHORIZATION CONSTITUTES AN ILLEGITIMATE USE AND SHALL THEREBY INDEMNIFY SATHRE-BERGQUIST, INC. OF ALL RESPONSIBILITY. CHANHASSEN THE BLUFFS AT LAKE LUCY 4 CHECKED BY SATHRE-BERGQUIST, INC. RESERVES THE RIGHT TO HOLD ANY ILLEGITIMATE s. %I�.� m � # h 150 SOUTH BROADWAY WAYZATA, MN. 55391 (952)476-6000 RSM _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ USER OR PARTY LEGALLY RESPONSIBLE FOR DAMAGES OR LOSSES RESULTING c�ERs 47 4�1 M I NN ESOTA CHAN THREE DEVELOPMENT, INC. MOLSTAD, P.E. DATE -- --- --------------- FROM ILLEGITMATE USE. ROBERTS. Date: 0708 i� Lic.No. L�ZB P`Pa� 23 - 07/08/20 Z LLJ Q 0� (� W W (n WaiO3�a F W Z 0 } J LL Q JQ(n W 00Of Z_JO W Q LL J Q 0 m U �Z0¢ Q O�w FCf) of Q W Q 0 X W Z f- Q Z Q = Q X LL Z WyU) 020 X F- ; 0 LU Of 2 0 ZWZC7W F W Z _ Opg7� (n J O Q t- LLI T W Of J LL ¢ (n D OCOO W 0 C) U) J J W Z Q Q U)ZJ0O j<OFZZ W 0 Z) Q Q DRAWING N/ SHEETS UTILIT DRAWN B) ERJ CHECKEDE RSM DATE aV i i •Yt. W y W W W W \ W W W i y y i y W W y I ' I 1 _- n /Y \1 W i y y i y i i �, \\ / I I ASTILNG MEADOWS 2nd ADD 91• i W W y W W y W � � \\ \ I I I - 1•\\\\\1!\ i W W i W W i y W - 7 o- ' W W W y W y W i i J 1 it I l�l C A i W W W i W i W ' POND I I I I I I W NW-97a.0 Iv H,6 12.215 �I I W W W W W W W y 2IS .S(W�M�. I IS l i IS Vwd., W -9T10 HWL-9Td0 � t t ( NwL47Ao t NWL-9T(co t w•d.a, a.�m.,A 01� ASIIIENG MEADOWS r� 1 W W W i /y i •✓ WtIAI�Ee...6� W W W Wpwr E'1 A9r20d Am ' A9EfIG MEADOWS 2Np DELL.pft, 1 t � 5 1 I I - a I � \ If L IKE ILUCY _ RIDGE LAW LUCY RIDSE: I _ '-'4`- _+ 5 1 ' I 4 , 9/16- t 1/Y LETRRS 9/le 1 +i IFTIERS S/16" RASED RUsk SAE A. SER RU511 FONT "Eli FONT 1111ROn � PL HYDRANTS SHALL BE CLOW MEDALLION (SHOWN) OR MUELLER SUPER CENTURION Add nmus aSTOY Loco CUSTOM Lava VARIABLE pp(Nw, none... Oxim , AS and o6Ys1i19 RAISED RUSH RAW RUSH `1 ALL HYDRANTS MUST BE PRE -APPROVED BY THE CITY ei4 rinse non, fee pne n10 & nv) D&U EASEMENT if VARIABLE ' Provide ltl . off SO -,Rgr `6♦ « gA+EEO ♦ VARIA6LE So. -how. Note 2101 PER W 1015 PER IF 1015 SERVICE MARKERS SHALL BE e \ METAL TEE POSTS INSTALLED THE HTORANT MARKER sti. M A ♦ ♦ FROM INVERT TO 3' ABOVE SORNG MOUNTED STAINLESS STEEL OR At1RNAIEI Rao 5' INOMOINL UF+IGTH. e' Cwwet< cdlw W ,� t� FINISH GRADE TOP 6' PAINTED FOR SIDE MOUNT APPucAOCI. Up+G ADD GREEN.(SEE NOTE #2 BELOW) A wim, PDRu c11W TAUS we"Pw+6. EwSTNe OR FUTURE M Irate :, mwtmle to hot.. 'o rnq---- nsTP MAbFIIIID cum OR pOR F TUR gaexets and u,lFaneM eeteM si a1 T J/9' 3 .An Box (SHAM he.M wti awe a eNw usts w ASi Pin DRO,IfCN6.wWE HYDRANT apgcatanb or mooted Sci 2 tET S s•.•r�[ aict[-ct Litil AND EA M!!NG 1RACAS VAL`.E BOX $TRE; 2• lFiiERS 1- 1 2 I/a RASE➢ nuSF �,���zi'`c __ •�� + M RASED RUSH \ 1 1 SSOD.SSO .5504.SSos �T\ € •' �' 1 .. �- OVERLAP ON TEE POSTS - of 1e�NN. A r,of 2 Short m,sSo'A �-I- WYE PLUGGED END } _ 5 rm.un a m s" lox n-e to ne aeW aee:➢r 3/� � 45 DEGREE BEND IT via. vine xta MAGI IA001E T_ to 4Ai HVORAAT S IM AND 3• _ n'p NW tie w1 out nuan "TRUE IN qF0) uS BARREL SIfAu BE F 5. slat So de Iace of .ax. T- J 6• PVC SDR-26 PIPE MIN. SLOPE 1/4' PER FOOT PDI gLMIN� AJA 3 lo' 1WICAL Ne-n-xd .wM Y/L/CORCGIFD NNgAE Rill AS PECUMKD G151M1E0 lIDS U4D FIX $AVIARY AMID Y1FR YNMCl6 T & BLOCKED To 8 L-1/2 PIPE DIAMETER MIN. NR(N Sd5 ANODE BAG 3 an 9w1 FIAM91 siM4i555 TDE _ _9/16' i 1/2'tET1ERs SANITARY SEWER STEEL RAID 1D Prewsl :,orrs mes,iust 1/2 01 SAE If RUS" GRAVITY MAIN BE WSTATRACRI D 6Y it /. . ' Pore dgnete she hem.e FORT •aRCr CDSIOUT dI 4 - - /L// SECTION VIEW armed 2' 1a.ed n» :,...i NlIlOUi :, f�PBSBL6IBIBD1tS ADDITIONAL " RMNID LOGO u, alAK RAISED Ruses LpbEI15AlIRl 1 OUBIC YARD OF GTE VAL`2 Mormon Uidmm of Pecml Eaa A t IN2 yD 1 1/z CIEM ROIX NTN ADAPTER dNP « Iaa, via iwwsw ♦ CONQAFD ANH.cc[n L20 ,n f ufai '�% I z Gress aF 6• Ia la• PaLYETHYUENE (a �) T' n wkloh� b s.ey a' oI e.Pw PtOIKIE ss3+ - sANrtARr MArwfCls SOLVENT WELD ALL JOINTS. (WON GASIFIED) ee�>m' tE SCUD PER NF Ws 563a - s10N1 YIMIaFS IIOtES OOfEO/ sous S)A gsater Son l4' - AMEN SANITARY SEWER SERVICE R NOT ACCOMPANIED BY A WATER SERVICE N 1. AL, NYCRA1rs SNAu IUtf TIED, HCIfS 56w - wATEIt MMIKKES 2. AL, mX AIRY NAu_ SHALL BE As PER YN11WAc1tMM5 RECRIIENDAnCN NN THE SAME TRENCH. INSTALL A P S' METAL TEE POSTS FROM INVERT TO 3' ABOVE A YCANT R T.DEP5' cOvfR CAI NYOIIANT U£M- I \ NOTE. FINISHED GRADE AND PANT TOP 6� OF POST Fl UORESCENT GREEN PARIT. 1 ALL PANTED 9AtFACES SHALL BE SU&EOT ro T'Wa YEAR WARRANTY PERIOD NOS. 1 ti t. BOLTS NOT PEDtxRm uaess Corm an N CLEANOUT REQUIRED ON PRIVATE PROPERTY IF DISTANCE FROM MAIN TO HOUSE SPEaAL caanaws. EXCEEDS 90 FEET. AS ISOM N SM'M Cf TK wAIEPMAN SPE41lGilIX6 I I y I.i 3/B• 2. MEN91x,5 MEN dIXl9f MGAADEDEIS 4. N DIUAn NSTAw,TwN Sall K,M,E A knoRANT MARKER. I. Kw-n-eed mwnale a Aci cwSeeed wwpui Ntonxi -III I 1 GsTNes MEET HS-n aEaNmonS ALL PIPE %HALL BE BEDDED ON GRANULAR BEDDING (3149.2-F) OR COURSE FILTER S AL JOINTS SHALL WE ROTTRAlED NA YEsIi YprTukk AL JOINT PESTRANT. 2. M ties ,loran /list ne yw1M w mviW wd outside. j 1/a• l YAMiACDYRD N USA 6. ALL NYRIAIT TO BE PLENB To YERTICLL AXIS. M-W ALOWAAE TO BE 1/2' 3_ YAe Me manlwle sWcNtt - cwsnuctud wtsNe Ne S Ou"Es TOR IEm CYEgIs AGGREGATE (3149.2-H). PER FOOT OF HTORANL tr W rmdwr a .iNsv t and sign MH) sndl be .. T. HYDRARi ro eE suOI y ,worm NTN PGsne wRM OR eAG ro RON;ATE nModed ...I to Ne mwna Y I yATEgMLb INSTALL TRACER MIRE SYSTEM PER SPEC'S -DETAIL PLATE 5507. THAT IT IS OUT OF SERMCE, l YYJnum of 2-3 WYstn9 rn9o. maximum of 3 aEystng rips a o lotd of 6• of stack heynt Y LETRRs 1 6. 1D-LAST pGY INN, As1Y A-sB UA4 }SB -. & BE IfYDRART SHOE AND SARNEL 91A11 BE PLASTIC "APPm PER gFOFlGTIM 2.O3A I, ne. cwznuciiw. PASED RUSH CYIMRAIEO PIfI010LE RTM T. sf41 CAST (N/,Y WON. ASA-A-a9 ¢Ass aG WHEN A SIDEWALK OR IJ E IS PRESENT IN THE BLVD. N THE SERAPE MAY 5. xo rtgs d:m x a,etaW n mwndes. B f...51f-BAE A, NO PANT are CW1111GS EXTENDED 11. T" Tt+E D&U EA60AQIT WITH THE CITY ENGINEERS APPROVAL MIN TYPICAL STANDARDaff 0} TYPICAL SANITARY 4� HYDRANT (,TPIUF SANITARY ���yp�OpFp MANHOLE CASTINGS SEWER SERVICE � INSTALLATION = MANHOLE COAL EN AND LIDS DETAIL � ( LESS THAN 16' DEEP) PG1E MD. REVISED: 11-19 PLATE NO.: REVISED: 9-19 ENGINEERING DEPARTMENT 1004 11-19 RATE No.: raEVISE0, 12_1s PLATE No.: ENGINEERING DEPARTMENT 2001 "a Ski I G SPECS 10i ENGINEERING DEPARTMENT 2101 ENGINEERING DEPARTMENT 2111 FILE xAIE:c\F]D\SPECS\2001 1 1. ALL SANITARY SEWER SERVICES CONNECTED TO C900 MAIN SHALL UTILIZE AN 8"X6" C900 TEE, C900 RISER PIPE, C900 BEND, TRANSITION GASKET AND A SCH 40 LATERAL TO THE STUB. 2. ALL SANITARY SEWER SERVICES SHALL BE SCH 40 FROM THE MAIN TO THE STUB, EXCEPT AS OUTLINED ABOVE. 3. WATERMAIN SERVICES SHALL BE 1.0" ID PE/HDPE PIPE, 4. ALL DIP FOR SANITARY SEWER LINES SHALL BE POLY -WRAPPED AND ALL BOLTS USED SHALL BE STAINLESS STEEL. 5. REFER TO DETAIL SHEETS TO SEE STRUCTURE DETAILS. 6. ALL HYDRANT BENCHMARKS ARE TOP NUT OF HYDRANT. 7. WYE LOCATIONS TO BE SUPPLIED & VERIFIED BY CONTRACTORS. WYE STATIONING IS CALCULATED FROM THE DOWN STREAM MANHOLES. 8. ALL TIES AND DISTANCES ARE TO THE CENTER OF SURFACE STRUCTURES. 9. ALL HYDRANTS AND HYDRANT GATE VALVES ARE RETAINED AND TIED BACK TO THE WATERMAIN TEE BY MEANS OF APPROVED MEGALUGS UNLESS OTHERWISE NOTED. 10. ALL SEWER SERVICES ARE LOCATED 3 FEET DOWNSTREAM OF WATER SERVICES IF SEWER AND WATER ARE IN THE SAME TRENCH. 11. ALL SEWER AND WATER SERVICES ARE EXTENDED 10 FEET BEYOND THE PROPERTY LINE UNLESS OTHERWISE NOTED. 12. ALL VALVES ON THE WATERMAIN FOR THIS PROJECT SHALL BE GATE VALVES. NO BUTTERFLY VALVES SHALL BE USED ON THE WATERMAIN FOR THIS PROJECT. 13, THE CITY OF CHANHASSEN CURRENT "ENGINEERING GUIDELINES" AND "SPECIFICATIONS" SHALL GOVERN WITH THE EXCEPETION OF THE SANITARY SEWER AND WATERMAIN SERVICES. 14. INSTALL HYDRANTS 5' BEHIND CURB (TYPICAL). 15. POLY WRAP ALL HYDRANT BARRELS 16. BAG ALL HYDRANTS UNTIL THEY ARE TESTED AND PUT IN SERVICE. 17. ALL 4"-12" WATERMAIN SHALL BE PVC C900 (DR25). ALL 16" WATERMAIN SHALL BE PVC C905 (DR18). 18. MECHANICAL BALLS SHALL BE INSTALLED IN SANITARY SEWER AT CONNECTION POINTS FOLLOWING INSTALLATION OF PIPE TO PROTECT EXISTING LINES FROM DEBRIS, & SEDIMENT INFILTRATION. BALLS SHALL REMAIN UNTIL LINES ARE TELEVISED & ACCEPTED BY THE CITY. 19. THE CONTRACTOR SHALL CONTACT THE SEWER & WATER DIVISION AT LEAST 48 HOURS PRIOR TO ANY PUBLIC SEWERNVATERMAIN CONNECTION. 20. ACTIVITIES MUST BE CONDUCTED SO AS TO MINIMIZE THE POTENTIAL TRANSFER OF AQUATIC INVASIVE SPEACIES (E.G., ZEBRA MUSSELS, EURASIAN WATERMILFOIL, ETC.) TO THE MAXIMUM EXTENT POSSIBLE. CL Street PL D&U Variable I Easement 6' Metal fence post I Va6.b denoting curb box, I top 6" pointed blue. Curb box With i 1/4 standpipe and stationary rod Water Service 1' ID PE/HDPE or PEX Pipe 200 PSI rating N nl I 1'X1" Corporation Cock 1 Concrete brick support min. size 3" thick & 32 Sq. In. \ Water Main ice. NOTES not plug end of curb stop. 2. Add 6" crimped pigtail to curb stop- 3. The service line between the main shutoff corp. and curb box shall be or continuous seemlees piece of pipe, couplers will not be permitted 4. Corporation cock to be of the quick compression type as stated in section. 2.11 of the wotermain specifications. 5. All taps require use of stainless steel saddles on all mains. 6. Saddles shall be Smith Blair 371-372 or approved equal as per section 2.14 of the watermain specifications. Install Tracer Wire System as per Detail Plate 5505. MIN WATER WATER SERVICE ?, VMSEU: 12-19 ENGINEERING DEPARTMENT PLATE NO.: 1005 FILE WWGG: G SYEL'S 1005 ME NAME. G: SPECS 2101 I NG SPECS nit REVISIONS USE (INCLUDING COPYING, DISTRIBUTION, AND/OR CONVEYANCE OF INFORMATION) OF THIS PRODUCT IS STRICTLY PROHIBITED WITHOUT SATHRE-BERGQUIST, INC.'s EXPRESS WRITTEN AUTHORIZATION. USE WITHOUT SAID AUTHORIZATION CONSTITUTES AN ILLEGITIMATE USE AND SHALL THEREBY INDEMNIFY SATHRE-BERGQUIST, INC. OF ALL RESPONSIBILITY. SATHRE-BERGQUIST, INC. RESERVES THE RIGHT TO HOLD ANY ILLEGITIMATE USER OR PARTY LEGALLY RESPONSIBLE FOR DAMAGES OR LOSSES RESULTING FROM ILLEGITMATE USE. I HEREBY CERTIFY THAT THIS PLAN OR SPECIFICATION WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY REGISTERED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA S,.��� ��RRs- W oN , INC. SAT H R E-BERGQUIST CITY PROJECT NO. ME NO. BY DATE ES 01 - - - MJV - - - - 07/29/20 - - - - - - - - - - - --- _ _LAYOUT _REVISIONS _ - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - _ _ ---------------- HAN HAS S E N M I N N E SOTA o d c�FRs 150 SOUTH BROADWAY WAYZATA, MN. 55391 (952) 47s-s000 P�P`'2�� Y ROBERT S. MOLST�DP.E. Lic, No. Date: 07� 08 100 50 0 50 100 200 ❑❑❑❑( SCALE IN FEET FILE NO. SEWER AND WATERMAIN PLAN 312M79 THE BLUFFS AT LAKE LUCY 5 CHAN THREE DEVELOPMENT, INC. 23 / co / o n 37 0.? 'C11� gF, wg9'O - CO V V - x ((1005.8)) x (r1011.3) / \ g9o? x co / / / \ Filter#1 \ jENFg9op w 00631 «, x v co - - - \ NWL-973.0 \ G - - - 39 2 e I x OBy.3p x HWL-976.0 \ / _ I _ - 38 - _ - - - - - _ _ _ Q I OOoe.e1 ; (21" SandrW Compmt-B971.0) I- 22-5 r I I DELL q pR/VE �b 1 + \ G BF B 3 BF S m F 8 1007. BF 1001.1 `TF 1012.8 ,. 1006.0 FB GF 1011.5 pq Imo' �2'� - UpF oO8.5 ��4 S - __ < I _J .5 j00. l + F 992. I 1 - '0. Pond #1 NWL-973.0 TF9s2.8 GF 995 AQ 18 3 WQ GF 997 0 HWL-976.0 �TF 995 9 BF 984.1 BF bVvI L vW Q 6.6 997 FgB V63 22.5° GF1�5 (9e3A) B1 988.6 IF 1000.8 ti < / I 143 x x sass) d 1 ` W GF ((aa5.4 X I BF Q TF 003.0 �eoi � A � I ' 992.1 1003 3 y v� 'f �\ WQ sa2+)) x B 20 1U g �994s TGiFa ;7006.8 a 7 s ;s Yo « x(asta) h a «es°-sp x ssas) �, Q co / / «xQ I 8F 998.1p0�y ,b _ ��c.o `-0 TW w GF 110.0 O 0 !27 x Q o � x (992.4) BF 1001.E se.: GF 101 e o �� _ ® Po , ;�I ;!�,, s _-� --', f(ssa-s)) x '. TF 1011.3 gye 1a0ss) BF wo + 10026 ( Buffer Reduction to 40 It (14,760 si] ((laota)t x w �59 RAW WA LINE - 15" HOPE 3R y y w y y y TOP OF PI 985.4 (BTM 984) s.0 �F Wetland 1 (Preserve) V dyr &ksif A 41 L y 11, . y 1L 1Y IL w J� y y y 14, MH 1 MH2 STA:1+02.7 STA:2+21.8 990 RIM:980.6 FG RIM:985.9 990 BLD: 27.6 BLD: 15.4 MH 60.0" DIAMETER STA:0+84.0 RIM:984.7 BLD: 35.9 980 - _ _EG - 980 OVO R -1 INSIDE DROP 16.5 LF 50 25 0 25 50 100 970 8' PVC SDR 35 08 970 107.3 LF@0.79% do ❑ ❑ ❑ ❑ SCALE IN FEET mm 78" C900 PVC K ? 20.0 LF @ 0 79% ao i0 1020 960 960 - MH 7 1020 STA:14+00.4 8' C900 PVC RIMA 009.6 30.0 LF @ 3.33% BLD: 12.0 HBOE:1010.0 N A 1010 950 N � 950 FG HYDRANT 1010 BEND 22.50 $" VALVE a o S S EG MH 6 8" BEND 22.50 - & 11:25° 8"x6" RED m n STA:10+51.1 8"x8" TEE -& 11.25° T-1001.E T-1002.0 > " rn RIM:999.1 T-999.7 - Z z z z BLD: 13.0, n�1t T-1001.4 1000 7.5' DEPTH 1000 940 N `° 940 15" STRM X-ING _1+00 0+00 1+00 2+00 3+00 MH 5 B� 994 5 EG M STA:7+71.2 ` 00 PVC W ro 't HBOE:993S 8" CNCT TO _ MH 4 RIM:990.7 EXISTING MH 2 FG BLD: 13.0 8^yl/M - sDR > STA:6+30.2 HYDRANT 4' 990 20"x8" WET POLY -CAM STA2+21.8 MH 3 RIM:987.6 - 15" STRM X-ING 6" VALVE 8. pvc z o BOT-986.0 "x6" TEE T-992.2 349 6 LF @ 3.76"' 990 TAP W/ GV MJ ADAPTOR RIM:985.9 STA:5+01.1 BLD: 13.0 " 22.5 BEND M T-985.7 T-982.0 8" 450 BEND BLD: 15.4 RIM:983.8 = - 15"STRM X-ING T-982.3 T-985.2 8" Cg00 pVC \N T-980.9 EG FC' BLD: 12.0 f 22.5° BEND BOT-983.4 8" WM i HBOEN2] - - T-98 T-981 0 EXISTING UTILITIES SHOWN ARE SHOWN IN AN APPROXIMATE WAY 0 o ONLY. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF POLY -CAM 1d 27" STRM X-ING HYDRANT 7 5' T,978 1 e' pVC SO p. 7% ANY AND ALL EXISTING UTILITIES BEFORE COMMENCING WORK. HE MJ ADAPTOR 7.5' DEPTH "VALVE 980 980 INV-972.6 479•T ° O AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES T-985.5 C�0 pVC WM CBMH 19 STRCT f"WM 8"x6" TEE z z ARISING OUT OF HIS FAILURE TO EXACTLY LOCATE AND PRESERVE ANY T-974.4 BOT-968.6 T-974.1 8"� � � AND ALL EXISTING UTILITIES. g pvC SDR 35 a T-982.8 -- _ 140.5 LF @ 2.14% 8^ PVC SDR 35mm 970 DIRECTIONAL DRILL UNDER _ 128.s @ 2.1o% Q e GALPIN BLVD. (CR 117) 10" 8• PVC SOR 35 0 0 8' PVC SDR rn rn z z 219.1 LF @ 0.43 8" 11.25° BEND z m m 970 HDPEDRII WM-90L.F. 107.3 LF @ 0.79% o0 ogT-976.2 m m 27" STRM X-ING 8"WM °0 m K K o TOP-968.4 T-967.1 w $ w o WM LOWERING z z LOWER WM 4 - 450 BENDS i0 c0 1 960 960 1+00 0+00 1+00 2+00 3+00 4+00 5+00 6+00 7+00 8+00 9+00 10+00 11+00 12+00 13+00 14+00 14+50 DRAWING NAME NO. BY DATE REVISIONS USE (INCLUDING COPYING, DISTRIBUTION, AND/OR CONVEYANCE OF I HEREBY CERTIFY THAT THIS PLAN OR SPECIFICATION WAS CITY PROJECT NO. FILE NO. PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I ERS S� SEWER AND WATE RMAI N PLAN SHEETS UTILITIES 01 WV 07/29/20 _ _ _ _LA_YO_UT_REVISIONS INFORMATION) OF THIS PRODUCT IS STRICTLY PROHIBITED WITHOUT �c R� - DRAWN BY SATHRE-BERGQUIST, INC.'s EXPRESS WRITTEN AUTHORIZATION. USE WITHOUT AM A DULY REGISTERED PROFESSIONAL ENGINEER UNDER THEPo 3120-079 ERJ SAID AUTHORIZATION CONSTITUTES AN ILLEGITIMATE USE AND SHALL THEREBY LAWS OF THE STATE OF MINNESOTA. w SAT H R E-BERGQUIST, INC. - - - - - - - - - - - - - - - - - - - - - INDEMNIFY SATHRE-BERGQUIST, INC. OF ALL RESPONSIBILITY. THE BLUFFS AT LAKE LU CY CHECKED BY SATHRE-BERGQUIST, INC. RESERVES THE RIGHT TO HOLD ANY ILLEGITIMATE m y 150 SOUTH BROADWAY WAYZATA, MN. 55391 (952) 47&MM HAN HASSEN 6 _ _______________ S`�� MINNESOTA RSM - USER OR PARTY LEGALLY RESPONSIBLE FOR DAMAGES OR LOSSES RESULTING N 6 C HAN THREE DEVELOPMENT, INC. 23 DATE FROM ILLEGITMATE USE. ROBERT S. MOLST P.E. Z/ yZ8 cYFRS P�px'`, -- ------------------- Date: 07 08 Z0 Lic.No. S' 07/08/20 Inv-993.83 LAKE LUCY RIDGE Bid - 16.81 MY pA,7 m otn _vo o _ o m m I ,..'' 11L LLLL m ASHLING MEADOWS 2nd ADD 095 m - n Inv ,OA ^ � Hv 3.0 a - (00,7.3)) I x *Inv-, (1017g) x ., x 001111.3)) . 08.s Z. uA of o m BF 1010.1 FB .:� I o 8 TF 1018.8 I B U GF 1018.5 TF 10178 x ((1o1s.a)) JI Iv tOt)•im< x y GF,017.5 0ots.a) x x (0013.8))I a_-: I L s loo8.1I( / _BF FB TF 10,68 8F 1006.E 00 tQ() ii_ c2% x 'sq F GF 1016.5 . F B I:m m m m TF 7015.3 n I O o o0 ? m GF 1015.0 I 0 •LL 3 I w 13 e � I LL� LL 4 ..- gv� IleH AA 1•DR tON2 tm7.7 i!' $ ,f�� go �' - v INV',O - ui ^ ❑ ° INV: 1009E .'1 - x 4 3 ( 13A w m,.3 ,m7 10Nv,o07. � -®_ ( _ - ' - o � ( ry ) 11 250 y LSO\ zs� - - 121NV: 10 to, �� c TOPgZ N E}g o2z3 a. f pRIVE INv,00 i-®-=, y . 8 i 4 ,.. ey s �r ^ 5 ❑ woo 4 -- m m I S g � m GF 1018.0 TF 1018.3 GF 1017.0 SVI/p TF 1017.3 m m BF 1009.E Wo 8 h O a N O O ) 'aus -'�- 4 BF 1008.6 �. ^ m 0 _5 4 ^ 11 J .2 1 x vW \ W 0003.4)) x (1007_9) x 3 no074)) x 3 .46 M- V O O^ ON m t� ; gg.Fa Il O a MEADOWS 2ND / N @ .�oV / 4yy O l X .7 �-GFS �� �� .f,v� qb 4 z� 10 / I= 1020 1010 111 MH EX(N) STA:0+46.9 EG RIMA 010.8 FG BLD: 16.8 15" STRM X4NG 7.5' D QEXISTING OT-1006.0 WM C900 PVC 8" g" GV 8" C900 PVC WM CNCT TO T-1003.2 8"WM 8"x8" T-1003.0 T-1( REM PLUG T-1003.2 8• PVC SDR 35 0 8' PVC SDR 35 320.9 LF @ 0.49% 23.0 LF@0.49% Z yHrn V7 I Q W Z CD U Z U I I MH 8 STA:3+90.9 RIM:1010.4 BLD: 14.7 MH 9 STA:5+00.0 RIM:1008.2 BLD: 11.9 HBOE:100&7 HYDRANT LVE - 8NV RED T-1000.8 8" 11.250 & 22.51BEND/ T-1001.1 1 8' PVC SDR 35 m 108.9 LF @ 0.46% (p rn o omm ; Z mmm Z Z K ma, m I I 1020 1010 111 •.1 1030 1030 MH 10 STA:3+35.6 1020 RIM:1016.8 1020 BLD: 12 HB0610173 MH 8 CNCT TO HYDRAN STA:3+90.9 FIG EXISTING 6" VALVE RIM:1010.4 REM PLUG 8'1 TEE 15" STRM X-ING HB E:1011b BLD: 14.7 1010 T-1009.1 _ 7.5'D H 010.0 HYDRANT 8-- 1010 6" VALVE 8" C900 PVC WM _ _ _ T-1003.3 T-1003.5 C900 PVC 8" 11.250 BEN T-1009.1 T-10 7.2 - __ _ wm 7-1002.5 m G 15" STRM X-ING 1000 o e•PVCSDR BOT-1005.0 T-10025 8"x8"TEE 1000 340.4 LF 2.64% T-1002.5 Z 1 GIN S m 990 rnrnm rnmrn KKK m m m 50 25 0 25 50 100 qO 0000d 980 980 SCALE IN FEET 5+00 4+00 3+00 2+00 1 +00 0+00 -0+50 R S DRAWING NAME NO. BY DATE REVISIONS USE (INCLUDING COPYING, DISTRIBUTION, AND/OR CONVEYANCE OF I HEREBY CERTIFY THAT THIS PLAN OR SPECIFICATION WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT 1 S�R� CITY PROJECT NO. SEWER AND WATE RMAI N PLAN FILE NO. - SHEETS UTILITIES 01 MJV 07/29/20 INFORMATION) OF THIS PRODUCT IS STRICTLY PROHIBITED WITHOUT ��Eas Fo 3120-079 DRAWN BY _ _ _ _ _LA_YO_UT_REVISIONS _ _ SATHRE-BERGQUIST, INC.'s EXPRESS WRITTEN AUTHORIZATION. USE WITHOUT AM A DULY REGISTERED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. SAT H R E-BERGQUIST, E-BADWAY IS INC. ERJ - SAID AUTHORIZATION CONSTITUTES AN ILLEGITIMATE USE AND SHALL THEREBY INDEMNIFY SATHRE-BERGQUIST, INC. OF ALL RESPONSIBILITY. 1u HANHASSEN THE BLUFFS AT LAKE LUCY 7 CHECKED BY SATHRE-BERGQUIST, INC. RESERVES THE RIGHT TO HOLD ANY ILLEGITIMATE // 0 0 w CO 150SOUTHBR WAYZATA,MN. (ss2)47s RSM - / v�r� N04,4� M I N N ESOTA _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ - USER OR PARTY LEGALLY RESPONSIBLE FOR DAMAGES OR LOSSES RESULTING ROBERT S. MOLST P.E. FRs CHAN THREE DEVELOPMENT, INC. , �� DATE - -- --- ---------------- FROM ILLEGITMATE USE. Date: 07 08 ZO Lic.No. y��ZB P�P�r 07/08/20 '' / I T K E I L U C Y _ RIDGE S v W W W L W W W W / � \Ire �� �j f I I ► � Y m ASMM MEAMM 2 M AW W W W W W W W W �� \� I I I I �« �_ I ► W W W W W W W W r' -► V 4 p I -71 •/ I I I'.1 1 I - I L \� , I _ R - ` I Y //I ` W W W` W W W W W W W W W W W < �_ .�--� f \�- W W 'L J. W W W W � �_� �-- '- W W W W W W W i L I tl GFE 10313 I xGFE- I .... 1027.3 � W W W W W W W W p i I I I I I �� - O .. W W W W W W W JA ► N1S ► I + __ I W W W W W W W W 12,215 m.FT. Ij ► i �, -� 44 M Mr W W W W W W W I r r I I W -- I- «-«_► I I 1 1 -W I r « y f f avars rEAoo.s -« - - n _«- � I r y i -d AW ��I . _ - �..� f f 5 f , MHt YEAMM ao �� - 1 a� � I f F� -- r i ; �., < I , ILL e F NWL981D MML9SJ.1 / "' "wL96�1 pm .. ...:.. ... _ _ III FILTRATION BASIN 6" DETAIL SAND L1 I �. CABLE cONCftETE I I' -------F----- ----------1------ I 1.14 12•---- lllllb� I zo' I I � TYPICAL EOF DETAIL STRUCTURE TABLE STRUCTURE NAME TYPE DIAMETER RIM BUILD INV CASTING NOTES 2 CBMH 48.0" 976.5 12.2' 964.3 R-4342 3 CBMH 48.0" 995.0 8.0' 987.0 R-4342 4 CBMH 48.0" 1007.0 8.1' 998.9 R-3067-V 4' SUMP 5 CBMH 48.0" 1010.5 5.4' 1005.1 R-3067-V 6 CBMH 48.0" 1011.1 5.8' 1005.3 R-3067-V 7 CBMH 48.0" 1010.7 5.2' 1005.5 R-3067-V 8 CBMH 48.0" 1012.2 6.1' 1006.1 R-3067-V 9 CB 27.0" 1010.0 3.5' 1006.5 R-4342 10 CBMH 48.0" 996.0 4.3' 991.7 R-4342 11 CB 27.0" 999.0 4.3' 994.7 R-4342 12 CBMH 48.0" 1014.1 4.7' 1009.4 R-3067-V 13 CB TxT 1014.6 4.3' 1010.3 R-3067-V 13A CB 27.0" 1014.0 4.0' 1010.0 R-4342 14 CB 2'x3' 1010.7 4.3' 1006.4 R-3067-V 19 CBMH 48.0" 981.4 12.3' 969.1 R-3067-V 4' SUMP 20 CBMH 48.0" 981.4 8.2' 973.2 R-3067-V 21 CBMH 48.0" 979.0 5.6' 973.4 R-4342 22 CBMH 48.0" 978.0 42 973.8 R-4342 23 CBMH 48.0" 979.0 4.6' 974.4 R-4342 24 CBMH 48.0" 979.0 4.3' 974.7 R-4342 25 CBMH 48.0" 981.0 4.3' 976.7 R-4342 27 CBMH 48.0" 986.0 4.3' 981.7 R-4342 28 CBMH 48.0" 995.0 4.3' 990.7 R-4342 29 CBMH 48.0" 997.0 4.3' 992.7 R-4342 30 CB 27.0" 1000.0 4.3' 995.7 R-4342 31 CBMH 48.0" 985.2 4.3' 980.9 R-3067-V 32 CBMH 48.0" 988.2 4.6' 983.6 R-3067-V 33 CBMH 48.0" 990.8 4.6' 986.2 R-3067-V 34 CBMH 48.0" 999.3 4.6' 994.7 R-3067-V 35 CBMH 48.0" 999.3 4.3' 995.0 R-3067-V 36 CBMH 48.0" 1005.5 6.0' 999.5 R-4342 37 CB 27.0" 1004.0 4.3' 999.7 R-4342 38 CB TxT 988.2 4.3' 983.9 R-3067-V 39 CB 2'x3' 990.8 4.3' 986.5 R-3067-V 41 STMH 60.0" 979.1 13.1' 9660 R-1642 OUTLET STRUCTURE TABLE Structure Name TYPE INV DETAIL 16 OCS 961.5 SEE STRUCTURE DETAIL 960.50 43 OCS 970.8 SEE STRUCTURE DETAIL 972.00 FES TABLE Structure Name TYPE SIZE (IN.) INV C.Y. RIP RAP 1 FES 24 964.0 12 15 FES 18 959.8 10 18 FES 30 9730 17 40 FES 27 963.5 14 42 FES 18 1 967.7 10 EXISTING UTILITIES SHOWN ARE SHOWN IN AN APPROXIMATE WAY ONLY. THE 0 50 100 200 CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ANY AND ALL EXISTING UTILITIES BEFORE COMMENCING WORK. HE AGREES TO BE FULLY RESPONSIBLE FOR ANY SCALE IN FEET AND ALL DAMAGES ARISING OUT OF HIS FAILURE TO EXACTLY LOCATE AND PRESERVE ANY NpRS� AND ALL EXISTING UTILITIES. DRAWING NAME NO. BY DATE REVISIONS USE (INCLUDING COPYING, DISTRIBUTION, AND/OR CONVEYANCE OF INFORMATION) OF THIS PRODUCT IS STRICTLY PROHIBITED WITHOUT SATHRE-BERGQUIST, INC.'s EXPRESS WRITTEN AUTHORIZATION. USE WITHOUT SAID AUTHORIZATION CONSTITUTES AN ILLEGITIMATE USE AND SHALL THEREBY INDEMNIFY SATHRE-BERGQUIST, INC. OF ALL RESPONSIBILITY. SATHRE-BERGQUIST, INC. RESERVES THE RIGHT TO HOLD ANY ILLEGITIMATE I HEREBY CERTIFY THAT THIS PLAN OR SPECIFICATION WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY REGISTERED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. S J� ��ERS LU SCR` °< N SAT H R E-BERGQUIST, INC. CITY PROJECT NO. STORM SEWER PLAN THE BLUFFS AT LAKE L U CY FILE NO. 3120-079 SHEETS UTILITIES 01 MJV 0_7/2_9/2_0 _ _ _ _ _LA_YO_UT REVISIONS _ _ _ _ - - - - - - - - - - - - - - - HAN HASS E N DRAWN BY g ERJ CHECKED BY m w Cl) 150 SOUTH BROADWAY WAYZATA, MN. 55391 (952) 4766000 RSM _ _ -- _ _ _ --- _ _ _ _ _ _ _ _ __ - ---------------- USER OR PARTY LEGALLY RESPONSIBLE FOR DAMAGES OR LOSSES RESULTING FROM ILLEGITMATE USE. ROBERTS. MOLST P.E. l / �Z8 Date: 07] 08 ZO Lic.No. -P N QtiFRs P`p�`' M I N N ESOTA C HAN THREE DEVELOPMENT INC. 1 23 DATE _ 07/08/20 - i x _�.1030 1030 x j A 5 °m'a _ n n O 00. A \. j o o LL LL LL LL I z;' O > 00 8 1 00 ' ° (ter m c� > m 0a 9 BMH 5 x I 1020 TC:1010.0 TC:1012.2 1020 TC: 1010.5 �-'c�� x I BLD:3.5' BLD: ZB�.05 0.7 TC:1011.1 10.0 Inv.01g_a -�-- 3 z i HP 2' BLD:S-8' BLD:5.4' --- DIA 48.0"__ FG EG DIA:48.0" DIA: 0" � e -aas ❑c 4 `i - BLD: 8. 1' w+s, _I � TC: 1007.0 o x «1o15ag "V DIA:48.0" FG (1016 x - - -,g - w I x j 1010 �' 1010 j _ 4.6 Om? - \ 4 _o ss2 o I LL LL /LL g g = i B�Ws.1 �+ 116.T-1S"RCP 155.9'-15"RCP 36.5'-15"RCP _ B x ((1015.3)) J ( (� xy o CL.5 @ 0.34% 0 0 CL.5 @ 0.38% CL.5 @ 0.55% o o CL.5 @ 0.61 % 124.7'-15"RCP TC: 995.0 7F 10178 x I 1000 i0 6 r6 0 0 0 "' cl) 0 BLD: 8.0' 1000 GF f017:5 nols5) «mla I m o o a a a o0 0 o m o CL.5 @ 1.76 k DI : 48. " x ))) I 0 O O o o -� 0 000 o00 (1014.3) n - - . u » 000 000 00 OF 1006.t i I --,�-,-.-,�-� ? z z > 55 99 qCNI CNI q 142.4'-15"RCP EG FB (d io+I I z z z z z z o o CL.5 @ 8.57% BF 1006.6 00 £� x 9 - - - in W) f F 100is:5 FB _ = 990 Ln � 0 z z 990 �1015 n 00< m Y1 GF 1015.0 0 0 0 8 3 I 1 N N T(.: 976.5 �In - y BLD:12.2' I; 13 _ - 14 ' xv I I ' 48.0" I INV_tOtO.GOR v Nvj 9.6 o B > I C N I - NV,0_ A z 1 9w mmm 1 980 07 _ Ia,a 1w > > > 24" APRON Izzz i 12wv1010, /-^o- �y-� 12CYCL.3 N 'TOPAZDRIVEINV,« ` 8 x / n m 4 p 92.9'-15"RCP o 0 00 N I 970 CL.5 @ 17.01% 970 N M 0 1-- 8 4 y I-` (71 m J GF 1017.0 � x o 82 9'-24" 36% rF 1017.3 pnp hN BF iWO / 008.6 i ` m o OF �o / W .- a� x, 71 e.J L 960 m 4 @ 0 0 960 v zz x O L o a X v _ M a 950+00 7+00 6+00 5+00 4+00 3+00 2+00 1+00 0+00 -0+50 -� 4 �' ; X `� ' � 1030 1030 1030 1030 OUTLET STRUCTURE - POND 2 c 8 � � z - � T _ / `Y `✓ TOP BACK 967.75 e /w 71 'B 0.75 TOPHWL-967.1 Q 7 GF �08 13 H MH 7 W7 FRONT / d' �l' TC: 1014.E TOP WEIR-9%_0 �O BLD: 4.3' TC:1014.1 TC:1010.7 1 CPNL g ) �s 1020 BLD: 4.11 B H 5 1020 1020 BLD: 5.2' TC: 1010.7 1020 0 eF,� W DIA:48.( NWL-%4.0 16--RCP-ss6.5 TC: 1010.5 BLD: 4.3' ill • $°� + r j W W BLD: 5.4' DIA: ' E�1RCP TILE Q ems, 7 j L,Ocat� x 10 FG DIA:4 . EG 1.0 $ (J 4� / 1 v 1010 1010 1010 FG 1010 J may\ �,a� - /� ✓ �' 37.3'-15"RCP BoTToMS59.5 6 CL.5 @ 1-34% EG 41 y 11o � 174.0-15"RCP 29.3'-15"RCP WEIR- Qffi Or o m v v CL.5 @ 1.78% CL.5 @ 0.68% T .000co 0 0 0 0 0 1000 n 0 N 1000 ITSLOT 1000 0 0 o r ? 1000 ,5 us m m ! / > 000 000 O 1W RCP Z Z Z 0 0 0 OUTLET z z z ,- .- / z » > 1s�1cP ,(, .I, y u' � ;� in in z z z - IruEr NYC ��� o Im-6230% L 990 990 o.5a 2 / 990 -1+00 0+00 1+00 1n2 / y 990 3+00 2+00 1+00 0+00 -1+00 Inv-622� \ Filter #2 \ / 1010 1010 980 98 � NWL-964.0 / 1030 1030 Tll -967.1 sandr.� / CB 11 (�, se0'w.1e96z.o� BMH 10 TC:999.0 1 \ / BLD:44..3' BLD:4.3' C:9651 in��z.o�/ B13A 1 7_ • 18"APRON m.-6, TC:995.0 FG DIA:48.0" BLD:5.6' 2 q co / TC: 1014.0 TC: 1014.1 10 CY CL.3 Pond / 1020 BLD: 4.0' BLD: 4.7' 1020 1000 BLD: s.o' 1000 970 NWL 964.0 / 7 • FG DIA 48. " EG FG DIA: 48.0" 97 HWL-967.1 \� EG 990 136.8'-15"HDPE 990 / 960 96 4 gR0 4) / �$o� 1010 1010 19 @ 0 3 % PE @ 2.19% 74.T-18"RCP 32.2'-15"RCP 010 W CL.5 @ 0.94% CL.5 @ 0.00% 0(tl 16 / 179.5'-15"RCP EG o G(ea5e L0 1.0� h.�ls// / / o CL.S@0.33%-- -� 000 000 ol� z W �'oc. / ao v o I� o - ci 10 1000 c o 0 0 980 rn M 0) z z 980 950 o PRESEAE osrctl / 1000 rn �0 to m m 9 PEP WP 15 / y z zz_z zzz �� m "a0 k) In 1n L0 to to CNN 970 970 940 990 990 -1+00 0+00 1+00 2+00 3+00 4+00 -1+00 0+00 1+00 2+00 2+00 1+00 0+00 -0+50 Wetland 1 50 25 0 25 50 100 tiap,jxk SCALF IN FEET ■■■■� DRAWING NAME NO. BY DATE REVISIONS USE (INCLUDING COPYING, DISTRIBUTION, AND/OR CONVEYANCE OF I HEREBY CERTIFY THAT THIS PLAN OR SPECIFICATION WAS CITY PROJECT NO. FILE NO. PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I ERS s� - STORM SEWER PLAN 3120-079 SHEETS UTILITIES 01 MJV 07/29/20 LAYOUT REVISIONS INFORMATION) OF THIS PRODUCT IS STRICTLY PROHIBITED WITHOUT E Rc - - - - -- - - - AM A DULY REGISTERED PROFESSIONAL ENGINEER UNDER THE F� DRAWN BY SATHRE BERGQUIST, INC.'s EXPRESS WRITTEN AUTHORIZATION. USE WITHOUT ° ERJ SAID AUTHORIZATION CONSTITUTES AN ILLEGITIMATE USE AND SHALL THEREBY LAWS OF THE STATE OF MINNESOTA. u2i 3 SAT H R E-BERGQUIST, INC. CHECKED BY _ INDEMNIFY SATHRE-BERGQUIST, INC. OF ALL RESPONSIBILITY. 0 15oSOUTHBR E-B WAYZATA,MN. IS (952)4766000 HANHASSEN THE BLUFFS AT LAKE LUCY 9 - - - - - - -- - - - - SATHRE-BERGQUIST, INC. RESERVES THE RIGHT TO HOLD ANY ILLEGITIMATE S. J 1��� 0 ti RSM _ _ _ _ _ _ _ _ _ _ _ _ _ _ USER OR PARTY LEGALLY RESPONSIBLE FOR DAMAGES OR LOSSES RESULTING �= �� MINNESOTA CHAN THREE DEVELOPMENT, INC. DATE FROM ILLEGITMATE USE. ROBERT S. MOLST P.E. Z/ �Z8 �tiFRs P�pd`' 07/08/20 -- -- ------------- - Date: O% 08 LO Lic.No. P �� / 1 - I l V I ln�fi GV5' rn ' sbw.o,re cvm y1 un " cpp I unlessapgovetl by wet"isMd I43 "16 41 / a Q O\ \ 5pl \ 1020 1010 ••1 •:1 970 co z .0 + Inv- 42 / li ]1.0 \ 16 co co _ - m ]as \ NWL-8T3.0 \ m-701) \ HWL-97�.0 \ \ (21' Sa1d�i' Camoo71A) co 1 Nv& DELL'4 DRIVE VE < "O 'h I I IN�as]r L� 32 N O MINCA < I N <_ 0 _I Pond#1 cod'""-712 �� GF992.5 INV991.3 NWL-973.0 / \ ,,� 1 TF992.8 GF-Q%0 HWL-976.0 �GF�°9 WO j .3 18 _ n i/3 IV � SF 984.1 W1 a GF9970 oV >> i \2 \ CBMH 19 T8 30" APRON C: 91.4 H 21 BLD: .TC: 981.4 17IM AIM DIA:48.0" BLD:8.2' TC:979.0 IP 4' S MP IA: 4 .0" BLD: 5.6 IA: 48.0" 61.6'.30"RCP 29.5'-27"RCP CLA @ 0.16% CLA @ 0.34% 55.6'-15"RCP CL.5 @ 0.36% 0 N c4 f i of 1 n In1 rnnoYrn 1 I :z ZZZ n� i-- U) in i C4 1+00 97.7'-15"HDPE @ 0.41% 2+00 TC: 978.0 BLD: 4.2' 0 1 OF 968.6 TF 997.3 It 0 15 l 0 OF 9gO 9 z » x � e x (9e].9) ® 10 �4" - 24 E w $ 097.4)) x ' + \ 23 / << I25 g 7 ►� \ Q 6 a 22 ' r Reduction to 40It (14,760 sf) y W Wetland 1 W y y y y (Preserve) y '41 y w ILI y W y W 85.4'-15"HDPE @ 0.70% EG 3+00 H TC: 979.0 BLD: 4.3' IA' " 80.7'-15"HDPE 73.6'-15"14 DPE @ 2.48% @ 0.41% 4+00 85.4'-15"HDPE @ 2.34% 5+00 IGB 7 TC: 986. I BLD: 4.3' DII : 4 .0" ) I GF 1000.5 TF 1000."F87 GF10WO 0038F 992.1F 1003.3 F 99O x 0*1.4) r(ea0.a)) x x (sa3.$) 27 6 093.4)) x ti CC 2700-15"HDPE @ 3.32% 90.1'-15"HDPE \ _ @ 3.33% o 0 x ((loasa)) co 3 x 01on.ap �4 / (100g.3 X x Ooft_3)) (11p09) x \ BF 9%S.6 BF,004., y Fa I 'IF,007.3 BF 1001.1 "TF 1012.8 + 5 GF,006.0 Fg GF 1011.5 2'N GF 1008.5� ! T 9 y I + c>4� 10� l' 10 INV: 10004 'e` \�( IGF 1006.5 TF 1806.8 8F 9g81 x ($7l4) ) 4 I� cC 9+00 TC: 995.0 BLD: 4.3' IA: 48.0" GF 10,0.0 7010.3 B, O F x (f00p.9) ((1000_4)) x 3 y28 << TC: 997.0 BLD: 4.3' DIA: 48. " 90.5'-15"HDPE @ 2.21% E 10+00 GF 1011.0 TF 1011.3 WO BF 1002.6 (1001.9) x 0001.4)I x <1 T 136.7'-15"HDPE @ 2.20% 11+00 GB 30 TC: 1000.0 BLD: 4.3' DI 7. " 1020 1010 111 •s!ll 970 •:1 Bluff i 50 25 0 25 50 1100 ■ 0 R S SCALE IN FEET DRAWING NAME NO. BY DATE REVISIONS USE (INCLUDING COPYING, DISTRIBUTION, AND/)R CONVEYANCE OF INFORMATION) OF THIS PRODUCT IS STRICTLY PROHIBITED WITHOUT I HEREBY CERTIFY THAT THIS PLAN OR SPECIFICATION WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I � S,es 2_REVISIONS sfj R CITY PROJECT NO. STORM SEWER PLAN FILE NO. 3120-079(. SHEETS UTILITIES 01 07/29/20 LAYOUT - HAN HASS E N _WV _ _ _ _ _ _ _ _ _ _ - - SATHRE-BERGQUIST, INC.'s EXPRESS WRITTEN AUTHORIZATION. USE WITHOUT SAID AUTHORIZATION CONSTITUTES AN ILLEGITIMATE USE AND SHALL THEREBY INDEMNIFY SATHRE-BERGQUIST, INC. OF ALL RESPONSIBILITY. SATHRE-BERGQUIST, INC. RESERVES THE RIGHT TO HOLD ANY ILLEGITIMATE AM A DULY REGISTERED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTa �j S ) j/�� N 1yc0 F� N SATHRE-BERGQUIST, INC. �+ /+�/ THE BLUFFS AT LAKE LUC I DRAWN BY B ERJ CHECKED BY m w y 150 SOUTH BROADWAY WAYZATA, MN. 55391 (952) 4761i000 RSM _ _ _ _ _ _ _ _ _ _ - USER OR PARTY LEGALLY RESPONSIBLE FOR DAMAGES OR LOSSES RESULTING % c�FRs M I N N E SOTA C H A N THREE DEVELOPMENT INC. ROBI- S. MOLST P.E. DATE -- -- --- - -- - -------- FROM ILLEGITMATE USE. Date: O% OR Z-O Lic.No. Z �(Z8 Date: P� Pam 23 07l08l20 N 1020 1010 111 ••1 K- l -1+00 CB 37 TC:1005.5 TC1004.0 BLD:6.0' BLD:4.3' " TC:999.3 TC:999.3 BLD:4.6' BLD:4.3' � EG DIA: 48.0" B 4H BMH 32 TC: 990.8 FG TC: 988.2 BLD: 4.6' 53.4'-15"HDPE BMH 31 EG BLD: 4.6' 79.8'-15"RCP 0 0 @ 0.37% TC: 9852 DIA: 4 . CL.5 @ 5.64% N' BLD: 4.3' 29.3'-15"RCP w of FG CL.5 @ 1.03% rn rn w TC: 981.4 0 0 0 0 274.9'-15"RCP v v n � _z z_ z BLD: 8.2' CL.S @ 3.09% rn rn w ;o ;n 113.6'-15"RCP _z z z z CL.5 @ 2.29% CD 0 'n"o 'o iO 114.0'-15"RCP N N N CL.5 @ 2.37% 0 0 0 Goo W Goo 1732'-15"RCP coo m M °' ,m O1 CL.5@2.19% rnrn rnrnrn zzz zzz 'n "co rn NNN zz "'"' Fo 0)o o �orn zzz i- io io N 1+00 r i5 m 4+00 5+00 m 7+00 1020 1010 1000 1000 990 990 980 980 970 970 OG EG GB 38 LGBMH 32 TG:9882 988.2 BLD:4.3' :4.6'IA: 4 HFG, "29.3'-15"RCP CL.5 @ 1.03% rn m (D ai 6 ri c6 °o Co co co a� rn rn m z zzz in �n in 0+00 1020 1010 1000 1000 990 990 980 980 970 970 960 960 -1+00 -1+00 MH 33 CB 39 TC:990.8 TC:990.8 BLD:4.6' BLD:4.3' Dix 48.om DIA:2' ' FG 29.3'-15"RCP Fi CL.5 @ 1.03% 0 0 0 0 NNN N mwm m co0co m rnrnrn rn »> z_ z_ z z Uo Uo Po Zo o ,, 1020 1010 •5 1 •:1 970 JVV 1+00 50 25 0 25 1'0 It S 50 1100 SCALE 0 0 ■ IN FEET DRAWING NAME NO. BY DATE REVISIONS USE (INCLUDING COPYING, DISTRIBUTION, AND/OR CONVEYANCE OF INFORMATION) OF THIS PRODUCT IS STRICTLY PROHIBITED WITHOUT SATHRE-BERGQUIST, INC.'s EXPRESS WRITTEN AUTHORIZATION. USE WITHOUT SAID AUTHORIZATION CONSTITUTES AN ILLEGITIMATE USE AND SHALL THE INDEMNIFY SATHRE-BERGQUIST, INC. OF ALL RESPONSIBILITY. INC. RESERVES THE RIGHT TO HOLD ANY ILLEGITIMATE USER OR PARTY LEGALLY RESPONSIBLE FOR DAMAGES OR LOSSES RESULTING FROM ILLEGITMATE USE. I HEREBY CERTIFY THAT THIS PLAN OR SPECIFICATION WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY REGISTERED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA � �� s � � Eas E v 2 "' SU R� Fa o SATHRE-BERGQUIST v I N C . m , CITY PROJECT NO. STORM SEWER PLAN THE BLUFFS AT LAKE LUCY C HAN THREE DEVELOPMENT, INC. FILE NO. 3120-079 - SHEETS UTILITIES Ot - - - MJV - -- - - 07/29R0 - - -- _ - -LAYOUT REVISIONS _ _ _ _ _ -- - - - - - - - - - - - -- --- -- -SATHRE-BERGQUIST, _ _ _ - - _ ------------ HANHASSEN MINNESOTA DRAWN BY L ERJ CHECKED BY m �'� tiFRs 150 SOUTH BROADWAY WAYZATA, MN. 55391 (952) 476MW � �``� Pip? RSM Date:ROBERTS. / 0 9 P.E. l / yZ8 Date: 07 08 LO Lic.No. �-P DATE 07/08/20 42 /I I CO V CA / j r' I cygl g 1 Install "Plastc I GV 5'fiom outlet V structure GV 10 V' remain clz ' unless approved , by walershe0 43 Irrv�9A8' 41 U J 1m-70.0 Pond #1 NWL-973.0 H WL-976.0 .•. •:1 970 C-71111111ME 1,1 C o 3g4 Q6D9p:. Rc� CO �$ \\gppAll X 7 eF 0 iNV-gga.c I � "" 1� INV:5511 \Nv seas 82 \ L� \N�:98\2 v' N V 1-3 O GF 992.5 TF992.8 GFggSp TF 3 .0Grl 990- 1 !I IW9�t wO3 --�_ �'0 rVl WO6 BF986.8 / TF997.3 WQ 1000 �4) �886.6 I FF1000.8 1 1 X X X) Wo �4» X E 9 Mft4)) Y. l ll00 i X R11> ej - 24 - 08e7..)) x 10 " , \ g \ << 25 ' x m"A) \9I9"\ 23 _ .26 (ragg.g)) x « s � --- �c 27 6 22 a Buffer Reduction to 40 ft (14,760 so 40 y 41 111, y. 41 / y y y1w, y 41y y 41 IP y Oanct W y v y y y y 1.1" jPresfrve)1,1 11,y y 41 IVw ',V w 1/ 4 41 � y I'll IV 41 TC: 979.1 BLD: 13.1' FE 42 18" APRON FIG- 10 CY CL.3 \ EG - I --- - 187.7'-18"RCP $ rn o CL.5@0.91% o n co r- W rnrnm Z Z rn Z OD Z I I I EG 440.5'-27"RCP CL.4 @ 0.57% I I F 40 27" APRON 14 CY CL.3 RIP -RAP LL a \dp � o pM1 Inv-05.0 Inv-0SD Inv 5 1/ \c x 00%8)) cG 9 3 x 91w� �4 .n (ig08.3) X g R In 7A� R i10112) X •� i� (ff x 008.3)) 0 (1008-6) X %1 •� 3s BBB.6 A BF 0p04.1 'TF 1007.3 8F 1001.1 'TF 10012.8 + 5 \ GF 1008-0 FB 1 'TF GF 1011.5 9 1009.8 GF 10p8 - \ O��$ Y - '- (o , 1 '° °' _` ` INv.O_ T� C wT-�� !^V �� !.. tUMll ...��-�-W _ic•-A52\ GF 1003.0 TF 1003 BF 99O x fgstt.g) i c-- cc \ � cc , 990 980 970 960 950 -1+00 I $ 13 y O\ GF 1078.5 -- �- I 1006.8 WO " d \ w\ry0 BF 998.1 GF 1010.0 4 �'�O-S, b TF 1010' : �� GHQ � A14 + x (ro�.4) BF 100O ._..GF 1011.0 Okq)) x TF 1011.3 X (frogs) B 1F o + ' 4 «1rog.4)) x \<C , x (1001.9) m\ \ 30 -mom 28 ((1001.4)( X e -�.. f❑ « << ••1 •:1 970 "•1 • 1 M 091 1 1, S 43 TC: 976.1 TC:979.1 BLD:5.8' BLD:13.1' DIA: .0" IA: .0" EG 12.4'-18"RCP CL.5 @ 0.80% oorn rnrnrn ZZZ N ao W 990 980 970 30.4'-18"RCP CL.5 @ 0.00% 960 -1 950 1+00 Bluff •POND 1 I ' t t 50 25 0 25 50 100 0ElQG O R 1 SCALE IN FEET DRAWING NAME NO. BY DATE REVISIONS USE (INCLUDING COPYING, DISTRIBUTION, AND/OR CONVEYANCE OF INFORMATION) OF THIS PRODUCT IS STRICTLY PROHIBITED WITHOUT SATHRE-BERGQUIST, INC.'s EXPRESS WRITTEN AUTHORIZATION. USE WITHOUT SAID AUTHORIZATION CONSTITUTES AN ILLEGITIMATE USE AND SHALL THEREBY INDEMNIFY SATHRE-BERGQUIST, INC. OF ALL RESPONSIBILITY. SATHRE-BERGQUIST, INC. RESERVES THE RIGHT TO HOLD ANY ILLEGITIMATE USER OR PARTY LEGALLY RESPONSIBLE FOR DAMAGES OR LOSSES RESULTING FROM ILLEGITMATE USE. I HEREBY CERTIFY THAT THIS PLAN OR SPECIFICATION WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY REGISTERED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. S J j/�� ; � ��' v w s� Ra `Pa o SAT H R E-BERGQUIST, INC. CITY PROJECT NO. STORM SEWER PLAN F AT LAKE L U CY CHAN THREE DEVELOPMENT INC.DATE FILE NO. 3120-079 - SHEETS UTILITIES 01 - - - MJV - - - - - - _ _ 07/29/20 - - - - - - - - - __ _ --- LAYOUT REVISIONS - - - - - - - - - - - - - - - - - - - - - - - - - - - - --- - - - - _ - _ - - - _ - - - - - _ _ _ _ _ _ _ _ _ _ _ _ _ _ - -------------- -- HAN HASS E N MINNESOTA DRAWN BY 12 23 ERJ a w I 150 SOUTH BROADWAY WAYZATA, MN. 55391 (952) 476MM �� CHECKED BY RSM _ Date:ROBS. Z 0 9 P.E. l / �Z8RsP� Date: 07 08 ZO Lic.No. -Y� rl-4 07/OB/20 HOLDDOWN DETAILS E S H FINISHED GRADE PER �lJ1v Y Y O N EB GRADING PLAN W T EL GARAGE FLOOR I10'1 15' 3.0' BELOW GARAGE FLOOR 1 Y Y Y Y Y Y BF/WO ELEVATION GRND ELEVATION AT WO (XXX.X) •2�1 ^ Y Y Y Y W Y Y Y CURB REAR PAD ELEVATION Y Y Y Y Y Y Y 6.0� TOPSOIL BSMT FLR 6% 2% 3:1 MAX Y Y Y Y Y ♦ Y Y MIN. 25' 13' 12' 10' Y Y Y Y I Y 50 / lll�i� IW Y Y Y Y Y I Y Y Y 60' r Y Y Y Y Y Y Y 60'PAD (UNLESS OTHERWISE NOTED) Y Y Y Y Y Y Y I Y Y WALKOUT (WO) Y Y Y Y Y Y Y v Y E Y Y Y Y W Y Y IY S FINISHED GRADE PER R M HS GRADING PLAN g GARAGEFLOOR / Y Y Y B ll W T EL 3.0' BELOW GARAGE FLOOR Y Y Y Y Y Y Y Y 1 O'I 15' NP 9 Y Y Y Y Y Y Y LOOKOUT ELEVATION / I NrL-sTas Y Y Y Y Y Y Y Y 1L�IS SQFT. 25.0' GRND ELEVATION AT LO (XXX.X) 2:1 REAR PAD ELEVATION CURB 4% 3:1 MAX 6.0" 2% Y TOPSOIL BS IF MIN. -- -- - - vb w"az ._..�.._ Y 2-- 25' 1 7' 1 16 50, \\\ 60' PAD (UNLESS OTHERWISE NOTED) \ MWL ~ LOOKOUT (LO) E S H R M S O N SS W T EL 110-1 15- 1 CURB 6.0" TOPSOIL FINISHED GRADE PER - GRADING PLAN GARAGE FLOOR 3.5' BELOW GARAGE FLOOR � +/-3:1 1% 1 Q' t"1"1 ENSURE FULL BASEMENT PADS ARE DRAINED 60' PAD (UNLESS OTHERWISE NOTED) FULL BASEMENT (FB) NOTES: 1. GRADE (999.0) BEHIND EACH HOMESITE IS THE LOW\ GROUND ELEVATION AND PROPOSED TOP OF TOPSOIL, / I SUBGRADE SHALL BE DOWN 0.50 FEET. 2. ESTABLISH FINISH GRADE AT ALL 10' FRONT YARD UTILITY EASEMENT LOCATIONS. 3. THESE DETAILS REFERENCE A 9' POURED FOUNDATION WALL, AND A 0.T DROP FROM REAR TOP FOUNDATION TO GROUND ELEVATION FOR ALL LOOKOUTS AND WALKOUTS. CONSTRUCTION NOTES 1. INSTALL SILT FENCE AS SHOWN ON PLAN, AS REQUIRED BY THE CITY OF CHANHASSEN OR DIRECTED BY THE ENGINEER 2. SAND AND SILT MUST BE REMOVED FROM THE POND AS NECESSARY DURING CONSTRUCTION AND AT THE COMPLETION OF THE PROJECT. 3. BEGIN GRADING. TEMPORARY DRAINAGE PIPE SHALL BE USED FOR INTERMEDIATE DRAINAGE DURING THE CONSTRUCTION PERIOD AS NECESSARY AND DIRECTED BY THE ENGINEER. 4. INSPECT PONDS, SILT FENCE, AND ROCK ENTRANCE BERM AFTER ALL RAINFALL EVENTS AS REQUIRED BY THE NPDES PERMIT 5. STREET SECTION - 2.0" WEAR COURSE 2.0" BASE COURSE 12" CLASS 5 WETLAND BUFFER MONUMENT CLEAN WATER 24" SELECT GRANULAR BORROW STARTS HERE 6. DRIVEWAY SLOPES- MINIMUM-2.0% MAXIMUM-10.0% 7. FB, LO, WO PADS 3:1 MAX. ALL OTHER SLOPES 4:1 MAX (UNLESS NOTED) 8. CONTRACTOR TO REMOVE SEPTIC SYSTEM AND CAP WELL EXISTING UTILITIES SHOWN ARE SHOWN IN AN APPROXIMATE WAY ONLY. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ANY AND ALL EXISTING UTILITIES BEFORE COMMENCING WORK. HE AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES ARISING OUT OF HIS FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL EXISTING UTILITIES. DRAWING NAME NO. I BY I DATE REVISIONS SHEETS GRADING 01 MJV 07/29/20 _ _ - - LAYOUT REVISIONS - - - - DRAWN BY --- - - -- --- TCW - -- --- - ------ -- CHECKED BY RSM - -- --- ---------------- DATE - - l 9. DEVELOPER WILL BE RESPONSIBLE FOR TEMPORARY DUST AND EROSION CONTROL UNTIL TURF IS ESTABLISHED. IF YARDS ARE ADJACENT TO A DITCH SCALE, THEN EROSION CONTROL MUST REMAIN UNTIL ALL ADJACENT PROPERTY HAS TURF ESTABLISHMENT. 10. RESTORATION -5.5 ACRES A. RESTORE ALL DISTURBED AREAS WITH 6" OF TOPSOIL, OR EXISTING ON -SITE ORGANIC MTRL. B. SEED POND SLOPES AND DETENTION AREAS WITH MN/DOT 310 OR BWSR P8 SEED MIX AT A RATE OF 100 LBS./ACRE AND FERTILIZE WITH 20-0-10 AT 100 LBS./ACRE. C. SEED ALL OTHER DISTURBED AREAS WITH MNDOT 250 AND FERTILIZE WITH 2O-0-10 AT 100 LBS./ACRE AND BWSR(NATIVE VEGETATION) SEED MIX FOR WETLANDS AT A RATE OF 100 LBSJACRE AND DO NOT FERTILIZE. (UNLESS OTHERWISE NOTED) D. ONLY PHOSPHOROUS FREE FERTILIZER IS TO BE USED ON SITE. E. MULCH WITH TYPE 1 AT A RATE OF 2 TONS/ACRE AND DISC ANCHOR IMMEDIATELY AFTER PLACEMENT. USE WOODFIBER BLANKET ON ALL SLOPES 3:1 (FT) OR GREATER. F. PLACE APPROVED STORM SEWER INLET PROTECTION IN OR AROUND ALL STORM SEWER INLETS AND MAINTAIN UNTIL STREET CONSTRUCTION IS COMPLETED. REFER TO CITY DETAILS 5302 & 5302A FOR APPROVED DEVICES. G. MAINTAIN ALL SILT FENCE UNTIL TURF HAS BEEN ESTABLISHED. H. RESTORATION WORK WILL BE COMPLETED WITHIN 72 HOURS OF GRADING COMPLETION. 11. MATERIALS THAT ARE PROHIBITED FROM RETAINING WALL CONSTRUCTION INCLUDE SMOOTH FACE CONCRETE, POURED IN PLACE CONCRETE, MASONRY, RAILROAD TIES, OR TIMBER. STAMPED OR PATTERNED CONCRETE IS ALLOWED IN RETAINING WALL CONSTRUCTION. 12. BOULDERS MAY NOT BE USED ON WALLS TALLER THAN U IN HEIGHT 13. A HOMEOWNERS ASSOCIATION SHALL BE CREATED TO TAKE OWNERSHIP OF THE RETAINING WALLS 14. SILT FENCE: BEFORE GRADING - 9,010 LF SILT FENCE: AFTER GRADING - 1,010 LF EROSION CONTROL BLANKET - 6,325 SY 15. ACTIVITIES MUST BE CONDUCTED SO AS TO MINIMIZE THE POTENTIAL TRANSFER OF AQUATIC INVASIVE SPEACIES (E.G., ZEBRA MUSSELS, EURASIAN WATERMILFOIL, ETC.) TO THE MAXIMUM EXTENT POSSIBLE. USE (INCLUDING COPYING, DISTRIBUTION, AND/OR CONVEYANCE OF I HEREBY CERTIFY THAT THIS PLAN OR SPECIFICATION WAS INFORMATION) OF THIS PRODUCT IS STRICTLY PROHIBITED WITHOUT PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I ��rcRs sUR` AM A DULY REGISTERED PROFESSIONAL ENGINEER UNDER THE EXISTING DRIVEWAYS AND CULVERTS SHALL BE REMOVED AND THE DITCH SHALL BE RESTORED ALONG GALPIN BLVD (CR 117) TYPICAL LOT DETAIL DENOTES LOT CORNER ELEVATION o DENOTES BLOCK DENOTES ADJACENT °p NUMBER GRADE TO LOW OPENING DENOTES REAR OF DENOTES LOT (50' ( BUILDING PAD (60' MIN.) LO NUMBER DENOTES BUILDABLE PAD AREA DENOTES GARAGE FLOOR ELEVATION 1 DENOTES BASEMENT FLOOR ELEVATION BF 993.1 DENOTES HOUSE DENOTES SPOT L09967 TYPE ELEVATION LO DENOTES EASEMENT _GF tams _ _ LINE-� �p DENOTES SETBACK „ LINE DENOTES LOT CORNER, ELEVATION IIl SAID AUTHORIZATIONICONST TUT ES AN IL EGITIMATE USE AND SHALL T/HEROEBY m N SAT H R E-BERGQUIST, INC. LAWS OF THE STATE OF MINNESOTA. 2 v INDEMNIFY SATHRE-BERGQUIST, INC. OF ALL RESPONSIBILITY. 150 SOUTH BROADWAY WAYZATA, MN. 55391 (952) 476-60M SATHRE-BERGQUIST, INC. RESERVES THE RIGHT TO HOLD ANY ILLEGITIMATE USER OR PARTY LEGALLY RESPONSIBLE FOR DAMAGES OR LOSSES RESULTING FROM ILLEGITIMATE USE. ROBERTS. M LSTAD, P.E. / NCYew � Date: 0-7 08 �O Lic. No. Z �IZa Rs 0- DRIVEWAY SLOPE & ORIENTATION (PER GRADING PLAN ELEVATIONS) CITY PROJECT NO. HANHASSEN MINNESOTA 100 50 0 50 100 200 El El ❑ SCALE IN FEET GRADING PLAN THE BLUFFS AT LAKE LUCY CHAN THREE DEVELOPMENT, INC. 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J. y \li \li \I. \ti y \L \: - 4, y 41 50 25 0 25 50 100 y y� — 1, / vL y q, y �— __ y w y y y y v y iiiiil y \Il w y y y y / / y — \ \ \ \ %k w y y y y y y y SCALE IN FEET DRAWING NAME NO. BY DATE REVISIONS USE (INCLUDING COPYING, DISTRIBUTION, AND/OR CONVEYANCE OF I HEREBY CERTIFY THAT THIS PLAN OR SPECIFICATION WAS CITY PROJECT NO. FILE NO. SHEETS GRADING 01 WV 0_7/2_9/2_0 _ _ _ _LA_YO_UT_REVISIONS _ INFORMATION) OF THIS PRODUCT IS STRICTLY PROHIBITED WITHOUT PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I HERS SCR` — GRADING PLAN DRAWN BY SATHRE-BERGQUIST, INC.'s EXPRESS WRITTEN AUTHORIZATION. USE WITHOUT AM A DULY REGISTERED PROFESSIONAL ENGINEER UNDER THE 3120 079 TCW SAID AUTHORIZATION CONSTITUTES AN ILLEGITIMATE USE AND SHALL THEREBY LAWS OF THE STATE OF MINNESOTA w SAT H RE-BERGQUIST, INC. CHECKED BY — — — — — — — — — — — — — — — — — — — — — INDEMNIFY SATHRE-BERGQUIST, INC. OF ALL RESPONSIBILITY. m 150 SOUTH BROADWAY WAYZATA, MN. 55391 (%2) 476 6000 HAN H AS S E N THE BLUFFS AT LAKE L U CY 14 — SATHRE-BERGQUIST, INC. RESERVES THE RIGHT TO HOLD ANY ILLEGITIMATE-u S.� C.) RSM _ _ _ _ _ _ _ _ _ _ _ _ _ — USER OR PARTY LEGALLY RESPONSIBLE FOR DAMAGES OR LOSSES RESULTING M I N N ESOTA C HAN THREE DEVELOPMENT, INC. DATE _ FROM ILLEGITMATE USE. ROBERT S. M LSTAD, P.E. 04, `Pa? 23 — — — — — — — — — — — — — — — — ----- Date: 07 08 ZO Lic.No. Z L/Z8 s P 07/08/20 ---_ ----- -- ---sss — ------------- ---- -------_----__ -� n- \ / _--- - --_—_--.--------/ice — `_------------- --__ — - I _I� �_ \\"E� \ I 7 — _\ --\`—`Ul/\A_ O06 00, —/f- IT txl imam, \\ V �%%_ ° x a,°°°`» moos,» I \ � f,°oai� «mz°» nurse, «+mom»— — l � \ , I I I I III I I I I l — nm a mwo ffix �)Il//ll! — 1 ,mom \\'� 1\ \ �`\ \\ \/ \ + 'e, \ / I / ie U > v I o \ d9, .o \'13-.: \ q w �4a — / I I I BF tOp3.8 m I l \ \,\ T a TF 1015.0 / I— 1014- WO W / / \\ \ \ GFi1015.0 / / 1F1o13a 1 0 1 �/�/ I \ ` \ \ \ \' m —�—: 1014. « 1012.5 \I rn p O —'�—^� I 1 135 1012.5 Tf \ \ \ \ ° W rn E \ 9 -4 ,OM II '� 1 '� 14 9 / \ � i0/ I i •` ` `— \ \ 111o / / nNi s io I GF 1014.5�•- ry `°- _u '6 TF 1014.8 1 Vl, N'i ;7 / a oe x tot) / �M 4 a ) ` it C co io „ a 9 \ FB I I g o , �2 /1 r h % 11e, i I�1 n i ro�m9 4 omoo _ - / ; l �s� \ mrs j 4 \/ m0—~� / f ► / a $ ^ ^�� % / (/ _ 1 I r 0 A$i� ����\\; ejs\ \�\ a- - - — - — - — - — - - - 1 % / / o ex_ m\ E I o o ° °os°B\ e�4*\ ® \ i i / l� I \ I I — %H_ / / - -_ - oar _ o �p I � fn \\ \ � / ~ o-'4b1+\\ Crj J// \ \ \ \\ \\ 4 7> /A „t 'o ' --1 - m / 1 I \ sa �a d \ \ \ 9% \ I I mV 988 — 022— r N 1 x3 :ai t- U,Sx 2 12 — \ \ \ \ I `a, L \ °' 13 If II II 11 —994 II \\ \ \\ 1 /! I / (/ I \`////� ry I I \\ m S \\ w b w� a �/ \\ \` \\— '� Lxti_,a— l\ is \ �"� \ / ``'�a �� \\ sss ft—u \ 3 \ I I I I o\ /S o s \\ \ F \$ m� 10\o \ \ \\ \ \\\\ \\\\ \ \ \ \ 11 -- - H —3A E `� \ �s' 700. \\ \ \\ g''I I _ — /\•.' \ \ \\\\\\' \ \ \ 1 a \ \ \—\ \ \ \ \\\1 \ \ �,O N \ \ 1e1\ SmH I \ l / I / I `— a \ \ \\\ / ln,ID080 I 1pja-/ �\` '\ 1 \ \ I - o, \ / \ �� —` \\ \\ \\\ �,i \\\\ g 7O�?, •l f I /I // —\\ \` \\\ 0s ay: \ \I\11. 111111 1111 [\\ 1. 11 \ y 50 25 0 25 50 100 0 0000d SCALE IN FEET DRAWING NAME NO. BY DATE REVISIONS USE (INCLUDING COPYING, DISTRIBUTION, AND/OR CONVEYANCE OF INFORMATION) OF THIS PRODUCT IS STRICTLY PROHIBITED WITHOUT SATHRE-BERGQUIST, INC.'s EXPRESS WRITTEN AUTHORIZATION. USE WITHOUT SAID AUTHORIZATION CONSTITUTES AN ILLEGITIMATE USE AND SHALL THEREBY INDEMNIFY SATHRE-BERGQUIST, INC. OF ALL RESPONSIBILITY. SATHRE-BERGQUIST, INC. RESERVES THE RIGHT TO HOLD ANY ILLEGITIMATE USER OR PARTY LEGALLY RESPONSIBLE FOR DAMAGES OR LOSSES RESULTING FROM ILLEGITMATE USE. I HEREBY CERTIFY THAT THIS PLAN OR SPECIFICATION WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY REGISTERED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. , // S, //✓�M ��ERS w S�RL F� SAT H R E-BERGQUIST, INC. CITY PROJECT NO. GRADING PLAN THE BLUFFS AT LAKE LUCY C H A N THREE DEVELOPMENT, INC. FILE NO. 3120-079 - SHEETS GRADING 01 MJV 0_7/2_9/2_0 _ _ _ — — — _ _ _ _ _LAYOUT _REVISIONS _ _ _ _ — _ _ _ _ _ _ _ _ _ _ _ — — — — — — — — — — - — — — — HANHASSEN I N N ESOTA DRAWN BY 15 TCW CHECKED BY o N otiFRs 150 SOUTH BROADWAY WAYZATA, MN. 55391 (952)476-6000 co 4c� P`pA`'23 RSM _ _ — — ROBERTS. M LSTAD, P.E. Date: 07 08 -L-O Lic. No. DATE _ 07/06/20 — •//i W i Y � i / / � \ Y Y Y Y W Y J{ Y /� Y i W W Y W W W +II✓ t W W W Y Y W Y IY Y Y Y Y f Y Y y 1 Y Y Y W Y W W Y W i i W W 1V W W / IY i y Y Y W II Y i W i I W Y W W Y W W �// W Y W Y Y y Y II1y Y / / Y Y Y W i i W IY W Y W W W W W W I y Y Y W Y Y W Y Dam 1 / NR-M.0 / AN/1 M210-9(i�BS^ I W W i Y W Y Y W I�,$ .HI1. / •.MWL9FiA I I I I I W i W W Y W Y W W Y Y Y Y Y W W W M~ Y iL\ W Y y WI W W ,W YI W W Y\\y Y A W t \ Y W W \ W I W "j w W W iW \ Y i \ d W W \ W IY W W y y 3 000000 ROCK ENTRANCE BERM POST GRADING SILT FENCE --- SILT FENCE ' CONCRETE WASHOUT INLET PROTECTION EROSION BLANKET RILEY PURGATORY BLUFF CREEK WATER SHED DISTRICT EROSION CONTROL NOTES a. Natural topography and soil conditions must be protected, including retention onsite of native topsoil to the greatest extent possible. b. Additional measures, such as hydraulic mulching and other practices as specified by the District must be used on slopes of 3:1 (H:V) or steeper to provide adequate stabilization. c. Final site stabilization measures must specify that at least six inches of topsoil or organic matter be spread and incorporated into the underlying soil during final site treatment wherever topsoil has been removed. d. Construction site waste such as discarded building materials, concrete truck washout, chemicals, litter and sanitary waste must be properly managed. e. All temporary erosion and sediment control BMPs must be maintained until completion of construction and vegetation is established sufficiently to ensure stability of the site, as determined by the District. f. All temporary erosion and sediment control BMPs must be removed upon final stabilization. g. Soil surfaces compacted during construction and remaining pervious upon completion of construction must be decompacted through soil amendment and/or ripping to a depth of 18 inches (8 inches for single-family home properties) while taking care to avoid utilities, tree roots and other existing vegetation prior to final revegetation or other stabilization. h. All disturbed areas must be stabilized within 7 calendar days after land -disturbing work has temporarily or permanently ceased on a property that drains to an impaired water, within 14 days elsewhere. i. The permittee must, at a minimum, inspect, maintain and repair all disturbed surfaces and all erosion and sediment control facilities and soil stabilization measures every day work is performed on the site and at least weekly until land -disturbing activity has ceased. Thereafter, the permittee must perform these responsibilities at least weekly until vegetative cover is established. The permittee will maintain a log of activities under this section for inspection by the District on request. Activities must be conducted so as to minimize the potential transfer of aquatic invasive species (e.g., zebra mussels, Eurasian watermilfoil, etc.) to the maximum extent possible. EXISTING UTILITIES SHOWN ARE SHOWN IN AN APPROXIMATE WAY ONLY. THE 100 50 0 50 100 200 CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ANY AND ALL EXISTING UTILITIES BEFORE COMMENCING WORK. HE AGREES TO BE FULLY RESPONSIBLE FOR ANY El El AND ALL DAMAGES ARISING OUT OF HIS FAILURE TO EXACTLY LOCATE AND PRESERVE ANY SCALE IN FEET AND ALL EXISTING UTILITIES. DRAWING NAME NO. BY DATE REVISIONS USE (INCLUDING COPYING, DISTRIBUTION, AND/OR CONVEYANCE OF INFORMATION) OF THIS PRODUCT IS STRICTLY PROHIBITED WITHOUT SATHRE-BERGQUIST, INC.'s EXPRESS WRITTEN AUTHORIZATION. USE WITHOUT SAID AUTHORIZATION CONSTITUTES AN ILLEGITIMATE USE AND SHALL THEREBY INDEMNIFY SATHRE-BERGQUIST, INC. OF ALL RESPONSIBILITY. SATHRE-BERGQUIST, INC. RESERVES THE RIGHT TO HOLD ANY ILLEGITIMATE USER OR PARTY LEGALLY RESPONSIBLE FOR DAMAGES OR LOSSES RESULTING FROM ILLEGITMATE USE. I HEREBY CERTIFY THAT THIS PLAN OR SPECIFICATION WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY REGISTERED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. '^ �� e�i� S / /s/� as �c�— N w s(, Fo SAT H R E-BERGQUIST, INC. CITY PROJECT NO. EROSION CONTROL PLAN BLUFFS AT LAKE L U CY C H AN THREE DEVELOPMENT INC. , FILE NO. 3120-079 Sheets Erosion 01 MJV — — _ 07/29/20 — — — _ _ _ _ _ _ LAYOUT REVISIONS _ _ _ _ — — — — — — — — — — — — — _ — — — — — — — _ _ _ _ _ _ — — — — — — — — HAN HAS S E N M I N N ESOTA DRAWN BY 6 ERJ — w c�FRs y 150 SOUTH BROADWAY WAYZATA, MN. 55391 (952) 476�i(1N �� PLP�\, CHECKED BY RSM _ _ _ _ ROBERTS. M LSTAD, P.E. Z�y L8 Date: O % O 8 � O Lic. No. DATE _ 07/08/20 NOTES 1, Shape of back of buttress may very as long as poured firm against disturbed earth. 2. Dimension CI.C2.C3 shodd be Will enough to mate angle sales sa to larger than AT.. 3. Dimension AI.A2,A3 should be as for, as possible Matt in emexing with NJ belts. 4. B = 45- Minimum, 5. Pace polyethylene between con r.t. It pipe. 6. Am bends & fitt'etgs shill be nesbaned wih Megdugs thrust restswits ar equal e -see m BUTTRESS DIMENSIONS PIPE 22 1/2' BEND 45' BEND 90' B D/TEE SIZE B1 DI B D2 03 D} 6" V-5- V-5' 1 V-5' 1 V-S 2•-1' 1' 6- B' C-5• 1'-5' 2-1' 1'-6" 2'-8 2'-0' 12" 1'-10' t' 6' 16• 3'-0' 2'-0• 3'-10' 3'-0' 6'-2' S-6" 8'-i 4'-T 24' ♦•-4' 3'-0' IO' 9'-3' 6'-0' f7'-0 8'_a- PLAN 90' BENDS PLAN 45• BENDS VCONCRE7E CONCRETE SHALLIN CONTACT WITH ATHIS QUADRANTOF PIPE BEDJNDISR SECTION A -A PLAN 22 1/2- BENDS or CONCRETE THRUST BLOCKING RATE N0. ENGINEERING DEPARTMENT 10C- :. .. Evct sPE"s Tao PIPE 9JPKAr COn N STRUCTURE -Me E¢GI M, RIXAET C@IUEIE BASF SECTION VIEW Eli. IN MWAMN 9a.t - STAIK1:56 STEEL SWIXL CM OF W; '.IAIN AIR RE_ - -. DEPAF 7T= Add nxi InWew: Borne aw few- / SECTION VIEW M.vrnarl aiwre he k an wsI bdr. w 6" 4 seep orAss, ar .owers r' A ' turfman NO, tray 4 aI aq<n ymtn Um I - 11w. . cmlla4 lid wW OdFtkro ex, (err Pnn 21, 0 As 2111) RPJb ON PA We an III taxer l tow ....K. yore Z1p9) r caWra a N pylFFb F nadtle b hor •a•mg veew =9'�OM d^d Fe-ykyd MwM seat W veld l Nclen yon. m -It, axwelitwe a werania ewer A ono ka a..1 2 <Nort mw fexii 1.... aee[Ny 6As ems Id Pp snot r cal vet NO Onts .t.e Iwe of q. 'Ka-n-sea "w.r, a--, nwrlt mutt be IA! 0l Pyle annte veld bamaer Aged 2 wwa ,M .-1 3_ I .. or ewer wnwavea «>m-mH atea.ete. :. N se, lifers shoe . V-ora on nwe arau,fids. Mnn Iw mwhde s «Wre uctM allege ".ve. 'fall wc<T (4 ne pa i seal be n tyW mat to Na mmMe. tcr" el.mi el sl 2' IWP ", mg;-- of 3 -A-1-1 -1 w a sox -AV for e0 tpse Hai ex irst.l. nfrovell,. STANDARD SANITARY MANHOLE atSED. 11-Is PU ENGINEERING DEPARTMENT ¢ w 2101 fYF IYAE: G: NG 9'fC5 1D1 U O G � L a 1" Corporation stop co a Thrust blocking may be a Mega lug cop or plug W/Blue Core bolts. Tie back to the previous pint is required. After meeting the test requirements the air bleed line (if installed) shall be disconnected at the plug with no additional compensation. N_RtQ A Water service top or nearby hydrant may be used to bleed air out of the line, if approved by the engineer. Cff1OF I AIR BLEED OMEN � DETAIL -- srD. -is 1 .1 -E - _ - ARTMENT RATE 1410 003 rrF NALc F. SPECS\I' 10"OE,E EL2c ;- r ® t ll � iR I NyN i _ ■ i"II III_�II ■ II� _ - -(st�l u nI= - x=n=m=_a="mar- live �11=11 1=1b IITI- I=I ® TNT -1 ail TO TE Al Al 1AL MNT& IU zRAL CCVCRCIE 811 UNDER All GATvAL.WS AIJ 111.015 TINJST (AC. AID HYCRANI$. 3. CNWG AT µ1 TEES. 4 ell st1 WEE AYa Ba15 4fN1 BE 6T.1E aM I"hiniANUES at S1FEL SLEEVES CAING S§ 5. BLQ]IB.G 9ULL BE AGAINST WNSIVNXD SAS. MIN TYPICAL MEGALUG LOCATION LOCON ENGINEERING DEPARTMENT RATe 1009 -v1 - srecs 1N9 NOTES 1. Kor-n-seal manhole or approved equal. 2. Pipe sholl be cut flush with inside face of veal. a 3. AI dog houses shall be groat,- inside and on all 4. Precast invest shall be 1/2 L Dial. of pipe and benches 7/- sloped 2" toward invert. 22 5 When the manhole or catch I basin Is constructed outside the traveled roadway a witness Past and sign shag be instolea neat to the manhole. five No steps shall be installed. $ECTIDN " 7. Minimum thickness of precast VIEW base is 6 far 14 deep or less, stroctures and increases 1- ir- thickness for every 4' of depth grater than 14' deep. MOF SANITARY SEWER INSIDE DRIC- C 11EN MANHOLE 60" DIAM. MINIVI lv 2 .g .. .`RING DECAPTVEI':T rl'iff i> SHAL- BE CLOW MEDALLiC7N (S-:JV.N, LF MUELLER SUPER CENTURION ALL HYDRANTS MUST BE PRE-APPROVYO BY THE Ci- THE ."Dis.T M.m W.1- BE A / s . AKNOTED STAN E54 STEEL Me / ALsNspM Nap 5' w cryp i LEAGTK Pop VX Ali APPI;fAll U940 RED W V m 3n mw III sRAPPNNG ASIA, "•^'YARD EMSIBIG WI NitBAE TRACER RDA (WfAlE aMB DR OliBpi 111E Af) NACED ANM ."ANT AS Anal PER MINIS WLK B�' sTIWET 5CCD 55c� =.S',25505 Ir W ntalka i vwE Mo J r Pokli SHAL EE SECDPI TOGA Aw As NEWI11Cp Tn n...... _.. WNa+ SOTS IS Or M CDE BAG CIiY wLL fiMflMl 4mE BAD.sNAP ANO 5Tu1A[as RE s Si Bnro ro eE asllEa err --el faaf:(w r� I qqc YAO ? GATE WAVE I I/S cm RDIX BEN AONR6 APfLW 2YEM1 Ems! is OF ����..11D6 pDLp +aWS a naGal� '. ALL RnwAN15 PALL HAVE MFID HOMES I1v0RANr BMn O a1A1 s N ow MAMfAG'NWEB stow A 1WNMIAI V 7s rn (yet HSWLWT t1JA ALL PANTED SURFACES 94MUL BE SUBJECT TO Two vi '+ - CM OF TYPICAL SIX HYDRANT VISTA_ .. _i%. _Li=ARTMEN.I _ t�u'`ZC.I�I VµiERI°If➢ �,xc PE_pXSR (1M[LL a Z) 1kR W RGJm1 b" W Gle VNw ,b . s- NF MCSSWE GMNF (IYHCLL rf a b- NrreANr i .� Axl 1. e' s NFl.wkZ . a c ePt Ywl c we L. O J HI sw .torw i xGLr�Es v �ATE4- TO rib w T rydill TwRy;�ZL)� 6ALNNEM,IIIp NE Ns Mts9PE SR r f se"., 1r o rmesw I- \\ `tf_ GlE vow Ir W GR YKw win vAw BPI 6 . ,r TF£ G,E vole (TNtAL a 'y Ira. z (nRCA a I) er h1 exelt (,rRrll T x) hill Ir One f R.wQB wBIDIe IiDBPIG VAv, MK ., ao PRrssYIF .errata eAw PLAN VIEW eIP.OE CAS,MG a Ion NEM NET.LL n,,. M.IAi :as`nG A 11.11 MD w As M al VI, WAxsel BBGS RV CE1ae NPBDI 1 E M wBSVAE aorta (. a A. r wIEB Bmr G9q. soli sEAItmGL as, x) 9OE PW11 to 9Bi MRPfA BAY (TYPICALA4 9.AYA3(TYPICAL a 2 1r Pl . ff PA MNP !O GHM41 RM BE EMp1EEA. SECTION A -A PROCESS PRESSURE REDUCING VALVE MANHCI= Notes SNMl BE KPIbMB T' M aOQA. SUE AND Axis RBi. Ra NIB IK TINE a RbFLBPI Fast aMT. ,xis m s A is li vAIL1 wq NTLbYL .BIG N ill Yi11R21aN NEP a .RRJId Ea1N. 1��•I TYPICAL PRESSURE REDUCING VALVE MANHOLE uv1Pn: 3-16 ENGINEERING DEPARTMENT PLATE No: 1010 FIN£ NWLC G SP CS Io10 Pmi e . sewnt dro, y,, .1 35 i'. F q urt_ next One imv! .. lnA 12 o e open., m lap erection tmyz to I I minimum sham of I" Minimum drop section oP section Access ope ng 21}' Too sec4m tmwe auoet w a II" of MYfMmt L Iew-o-eq marble a rP.oved 41r 2 wp rls NO as soof nun Err tar war. Vwi ble well -. - All 6, kwYa M be wou�ee As the F - and inside. bi W19W l'-Y -181 4. PlsaeE Fnrt YId M 1/2 F 1' Feanmt= Dia. d yPe ma butanes 21' rued r mews rove A14enkq k� 5. Mtw1 eve minnow w catch is -111-led aalxod - the . 6 roadear o qr sRm 'veer II' AT and A, ~ . vt... necHm I my to This aIPYMe. 6. xo stgs snail be Fstylp. 153' 7. "nvn UIGnm of "exult tome is 6" for Wass, Or lines, - strecNin. and Fcrcases ".1 Standard drop section Wkn Nnt To, e..ry N o1 'Amer Um ,f aeep. Cffg SANITARY SEWER INSIDE =1 DROP SECTIONS 'EASED:' 2: 2104 ENGINEERING DEPARTMENT PEAR "1U 21C4A NAme G', xG SPECS Street Variable I Easement I 6' Meta fence post Variable denoting curb box. 1 top 6e pointed blue. Gunb box with 1 1 ♦" ',`aa:pe andndd sto�anwy rod " [IIfI Watr Service 2:. 1" ID PE/NDPE or in REX Pipe 200 PSI rating 1"Xl" Corporation Code Canaate brick support mil. size 3" thick & 32 Sq. In. Water Main 1. 1. Te' Do not plug ens all scup. 3. to corm slap. Add ig t crimpedline 3. The service line between the main shutoff corp. and curb bins shop be one se between caUnuoio 6 t S piece of pipe, couplers v91 not be 4. cook s stated Corporation code to be of the quick eomPression type as stated in sei 2.11 of the Wntermain specifications. 5. All tape require use of stainless steel entries on oil mains. 6. Saddles shod be Smith Blair 371-372 ar approved equal cs par section Z14 of the watermain specifications. 7. Install Tracer Wre System as per Detat Plate 5505. PIPp �1�1 OF -YPICAL WATER SERVICE ENGINEERING DEPARTMENT PLATE NO.. 1_:- MINIMUM FEET OF RESTRAINED PIPE REQUIRED ON EACH SIDE OF BEND FOR DUCTILE IRON PIPE INCREASE MINIMUM LENGTHS BY THE FOLLOWING AMOUNTS IF PIPE IS WRAPPED IN POLYETHYLENE. 50% INCREASE ON ALL DEAD ENDS. 20% INCREASE ON ALL BENDS. 7.6 1 7.5' &a COVER COVER COVER SN ZEE 11 22.5 45 9U END 45 90D 22.5 45 a" 2 3 e 118 1 2 3 1 8 118 1 1 3 8+ 6" 2 1 S 112 126 2 5 1 11 125 1 2 1 4 11 25 8" 3 6 15 34 3 6 15 33 3 6 14 32 12" 4 9 22 50 4 9 21 48 4 8 20 46 16" 6 12 129 165 5 11 27 63 5 11 26 61 20" 7 15 35 80 7 14 34 77 6 13 32 75 24" 8 17 41 195 8 16 40 92 8 16 38 89 30" 10 21 50 117 10 20 48 113 9 19 46 109 36" 12 24 1 59 111P 11 23 57 1331 11 22 54 129, 42- 13 28 1 67 15S 13 27 65 1153112 1 26 1 62 11 46" 15 31 75 179 i 4 30 72 173 1 14 1 29 1 69 1'' < - THE TABLE WAS DEVELOPED FROM CRITERIA IDENTIFIED IN THE 1992 EDITION OF 'THRUST RESTRAINT DESIGN FOR DUCTILE IRON PPE', AS P1Gn IgHM RY TPF THr.THF x PIPE W.RFARCH ASSOCIATION (DIPRA) THE TABLE ASSUMES COH-GRAN SQL AND TYPE LAYING CONDITIONS. REFER TO DIPRA FOR MINIMUM LENGTHS E DIFFERENT SQL OR -AR,(; CONDITIONS ARE ENCOUNTERED. CMOF I RESTRAINED PIPE 21111II0I1 REQUIREMENT FOR DIP ENGINEERING DEPARTMENT Pia 1C11 Eccenlrkside r a of manhole TOP COVER REMOVE PLAN NEW U Iron Casting RI755-E as Per detail 2111. 1 kelR Lid Tightening Screw Bat dawn cover w1- required. (S-S. taste-.' 6' Concrete GI No Rings Gasket Rain sk A Or Equal 27' A I 4'-0' a Seccrity A Societe Plate ECCENTRIC P WATERTIGHT MANHOLE d I ring gasket 4 ��� pI�N� WATERTIGHT COMD�J11G11 MANHOLE RN GM Yl-,P f1ATE Na.: ENGINEERING DEPARTMENT 2105 FILE IUNE.G EHG $FE,', _ 75 Minimum cover r.aulred ,a Tyler No. 61 over top of at, main. MU61W No, H-10361 Bibby -Ste -Croix No. B-5160 Provide Verve Stem Risers To Witinvt 4' Of The Surface 7-POP up If The Distance From The Top Net Of The V.I. 10 The Surface 1s Greater The, Grade Adusl lop to 3/4" below Tyler No. 6060 26' grade. Box to be set to Muller No. H-10361 2(1 provide 12" or adjustment. Bibby -Ste -Croix No. V8502 27- Tyler No. 6860 `OP H- Muller N-x 357 Ito - Bate Tyler No. 58 18' vSte-Crow crew t Gate wl. box, screw type, No. 59 3 Piece. 5 1/6" size No 50 24' endt. G boa, extended. M-exert No 58 14' 14' d base K rand base No. 59 20" Bbby-s<e-c.aa V9521 No. 57 9" Gate Valh Adopter: 1/4" Y8521 No. 58 14" With Protective Ex TENSION VB523 No. 59 26' Cal 1/2• RubberBetween VBS23 No. 60 28• Gasket Gasket Instated Between The Cote VarveAnd Ado V.I.Gate ValAdapter. Tyler No. 51 65" Mueller No. H-10361 65• Co.. Mueller ar Bibby -Ste -Croix No. V8516 60" Approved Elitist Resdianl Wedge Va. Confaming to AWWA valve and So. to be C-509 Slwdards WE HOTiOA plastic napped per Stainless Nuts section 2.OJa 2Bo2' At Its and Bronxe Operating Nut. 1�ILP '. ':�'q. 3 SE 8•ze'06' Concrete Block QR� TYPICAL GATE VALVE C AND BOX INSTALLATION RcvrsED: G-1s ENGINEERING DEPARTMENT P1Arz 70(;5 IrI.LE. HALE: c: 5PE6 10a6 PL VARIABLE i D&U EASEMENT_ VARIABLE j SEANCE MARKERS SHALL BE METAL TEE POSTS INSTALLED -1OM INVERT �r TO 3•a'�Tm :-RLAP ON TEE POSTS *YE PI_UGCFD E,�� f -Its ✓c 45 DEGREE BEND E isAt 8" PVC SDR-26 PIPE W4. SLOPE 1/4" PER FOOT PPE DIAMETER MW. SANITARY SEWER GRAVITY MART NOTES: 1. SOLVENT WELD ALL ANTS (NON GASKETED) 2. VMM SANITARY SEVER SERVICE is NOT ACCOMPANIED BY A WATER gRVICE THE SAME TRENCH. INSTALL A HEAVY METAL TEE POSTS FROM INVERT TO FINISHED (MADE AND PANT TOP 6" OF POST FLUORESCENT GREEN PANT. i CIEANCUT REOURED ON PRIVATE PROPERTY E !DISTANCE FROM VAN TO NOOSE EXCEEDS 90 fEET 4. ALL PPE SHALL BE BEDDED ON GRANULAR BEDDING (M49.2-F) OR COURSE FILTER. AGGREGATE (31491 5. INSTALL TRACER WRE SYSTEM PER SPEVS - DETAIL PLATE 5507. 6. WHEN A 9DEWALK OR TRAA IS PRESENT N THE BLVD. THE SERVICE NAY BE EXTENDED INTO THE D&U EASD*W NTH THE CRY ENGINEERS APPROVK Cfff TYPICAL SANITARY C�� SEWER SERVICE AN 16' 1) RATE NL ENGNEE=�r tL'.i MNNECTWNS Slam to be furnished with 27" Din. offset opening 'tAN NEW R-1758-E Casting & Lid as per detail 2111. 17--- Concrete AdWiment Rings. See DOWN 2110. 6" TIuA Concrete Caro - _ 2 •• Add Mastic Between Frome And Rings x .: 6' forecast Reinforced Manhole Slab r ..worn a aAA •I ® ~y el O RING GASKET A10 Eft 51®.D Y H-TEC MaOEt 9B5 PRESSURE M RBEAS£ a VALVE OR Epi PPE TO BE INSTKIFD N MACHETE USING (jLX)TED COtB1EGTGK 1HI EUM6 tr RPAT CENTERED IN 5TlRCIVRE rI '• s : ,� NIEGIM, PRECAST CONaEiC BASE _ SECTION NEW T. MFN THE MANITIOLE CATCBASH SiRUCNAE 4 (XNSTRMGTEO pUTNOE OF THE TRAKLLO e POST ARC SICK SPAL OF INSTALLED NETT TO T1r VAN40ir Ral y A WITNESS AP- B. Na--N I A � I iTABAE66 $�E': '-?fir CM OF RCEMAIr. ais VALVE MANHOLE L I -�TE Na: ENGINEERING DEPARTEAE'.- - 21''- ' :A06 G5';ipPsl:) 7.5' MVimum cover requ+ed lJrnR Tyler No. 6860 over top of water main. ♦epJ Mueller No, H-10361 Bibby -Ste -Croce No B-5160 Provide Val Stem R'ws To Within 6. Of The Surface If The Distance From The Top Nut Of The Verve To The Surface Is Greater Than 8'. Grade MueTOP gradiast top to 3be• et to fl No. H-1 26• grove. Boa f be set to Mbby- No. VB50361 26" provide 12" of avystmenl Bibby -Ste -Croix No. VBW2 2T Tyler No. 6850 Mueller No. H-10357 EXTENSION Baby -Ste -Crow. B-5001 Tyler No. 58 14" Got. w1. Doer, screw type. No. ISO 24' 3 piece. 5 1/4"shaft. size Mueller No. 58 14' G box. 7-6 e.lrnerdtla. No. 59 20' Bibby -Ste -Croix Val and box to be plasti: No. 58 14. V8520 No. 57 9' V8521wrapped as per section 2.0'-- V0522 No. 59 20' VB523 No. 60 26- BOTTOM Tyler No. 6850 65" 361 65 Bibby -Ste -Croix No. V85 660' terr Ydve Boa V.- Sellers, eSee Valve (16" or larger) Dresser 450, Henry Pratt Groundhog. Sea III Mueller ISM rip eneAY, American ee approved! & ewer. A stainless steel is &belts. 8-a8'x16' Solid Concrete blacks �C�M�p�O�FDLq1 TYPICAL BUTTERFLY VALVE COSR0WII AND BOX INSTALLATION RENTED: 3-16 RATE No.: FxE WVA:a saEcs tw1 ENGINEERING DEPARTMENT 1007 PL VARIES I D&U Exent I Varies Metal Tee posts installed from invert to 3' above finish grade lop 6' painted green. n r�send as Needed Plug - N + v/S.,itory Min. Slope = 1/4"/FL Service Marker Limits of Exawtbn PVC SDR-26 wye & service line. (see note A5 below) mped Fill or Wye and 45' bind Sewer .. Concrete Encaxmlent install poly between concrete and piping NOTES 1. Solvent Weld all ,binds. (Non Goseeted) 2. When Sanitary Sever Service is not Accompanied by a Water Service in the Some Trench, Instal a 6' Heavy Meta Fence Post Next to 2 A 2 Harker and Paint Top 6• of Post Florescent Green 3. The Use of Bends Shall be Restricted to the Two Shown on This Detail. 4. Geanouts are Required on Private Property if Distance from Main to Hsu.: Exceeds 90 Feet. 5. When depth is greater than 26' C-900 pipe shall be used for sanitary sewer mainlines and risers. 6. Install Tracer Afib Syst.- OS tote Stec s Pate 45501. 7. -_ - . k ec. I, .. s: nttlat', EI&v'. SANITARY SERVICE RISER �C�1�1p1�1�R CHM061Jfd1 (GREATER THAN 16' DEEP, RENSEa: tt-1y ENGINEERING DEPARTMENT PUrz W. 2002 FILE NY/E:G\ENG\SFECS\2O02 1 KAN NEW i / PROVIDE Wd BARRIER ON ALL SANITAou SEWER MANHOLES (SEE PLATE 2109;, MANHOLE CASTING. LID & ADJ'STNC. R;I:' AS PER DETAL PLATES (2110 At 21-1 5' CONCRETE COULAR PRECAST ECCENTRIC REDUCER SECTON AL JOINTS N MANHOLE TO HAW - 1. RUBBER GASKETS. NFU -SHIELD E.l-'.- SEALS AS REDWEO BY THE ENOT.E-.- B' THICK x 7-6• DIAMETER PREC4 - CONCRETE SLAB WT4 N O 8• E Yi 2-N BARS ALL SIDES Or :, [%r- SEAED WITH 2 BEADS OF RAINEK OR EQUAL NO3: KOR-N-SEA MANHOLE REC-: SECTION VIEW `- 8' Tina( a 7-6' DIAMETER RECAST CONCRETE SUB With H O 8' EW NOTES I. WAILS TO W CONSTRUCTED OF RECAST SECTIONS 2. AREN 111E MANMXE OF CATCH BASIN STRUCTURE IS CUGMX70 DJT90E TE TRAWLE: ROADWAY A WTNESS POST AND SIGN SHALL BE INSTAl1E01 NEXT -1 T,E M?N'-n'IE. MIN TOP SLAB `AA:vrQi. C 48" DIA. SECTION -.. .fl ENGINEERING DEPARTMENT-'7'-.. 2107 DESIGNER NO. BY DATE REVISIONS USE (INCLUDING COPYING, DISTRIBUTION, AND/OR CONVEYANCE OF INFORMATION) OF THIS PRODUCT IS STRICTLY PROHIBITED WITHOUT SATHRE-BERGQUIST, INC.'s EXPRESS WRITTEN AUTHORIZATION. USE WITHOUT SAID AUTHORIZATION CONSTITUTES AN ILLEGITIMATE USE AND SHALL THEREBY INDEMNIFY SATHRE-BERGQUIST, INC. OF ALL RESPONSIBILITY. SATHRE-BERGQUIST, INC. RESERVES THE RIGHT TO HOLD ANY ILLEGITIMATE USER OR PARTY LEGALLY RESPONSIBLE FOR DAMAGES OR LOSSES RESULTING FROM ILLEGITMATE USE. I HEREBY CERTIFY THAT THIS PLAN OR SPECIFICATION WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT AM A DULY REGISTERED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. S ; J�.Z E�Rs s�R� �;� �,_ F< Tu 7 ` " 91e SAT H RE-BERGQUIST, INC. cT. 150 SOUTH BROADWAY WAYZATA, MN. 55391 (952) 476-6000 inn co ra GVI Rs P `paw VI I T rEvv.Tr-L.I ivv. DETAIL SHEETS THE BLUFFS AT LAKE L U CY CHAIN THREE DEVELOPMENT , INC. FILE 079 3120-079 _ TCW CHAIN HASSEN, M I NN ESOTA DRAWN BY 17 23 CHECKED BY RSM DATE ROBERTS. MOLSTAD, P.E. l / �8 Date: O g Lic. No. E^-f° 07/08/20 DESIGNER TCW DRAWN BY TCW CHECKED BY RSM DATE r' EXTRA Sail '. ouTT N a t_A ��� -T" 27' -1 -J4- ITT,r I I I-t I _tH � 4 H TWO EXTRA BAR IN BOTTOM PLAN OF COVER z COVER DIM. E K MANHOLE DIM. SECTION A -A - COVER REDUIRM NTS MANHOLE DIAMETER COVER DIAMETER WEIGHT OF SECTION T K BOTTOM BARS TOP BARS q 114 6 6 NO. 50 ' S4 2000 CBS. B" 6 No. SO 6 60" 72 2525 CBS. B 7• N0. 50 4 90. 30 6 66 79" 3105 CBS. B 7 NO. 50-4 N0. 30 6 -ST40 B 8 NO. 4 NO. 7 3 LB . B N il N0. 30 4 84 " 5 710 CBS. B" 9" NO. 50 4 NO, 30 4" 90 106" 6840 LOS. 8 9 N0. 50-4 INO. 30 4 % 6680 CBS. 8 9 N0. 50 4 N0. 30 4 102 7450 LOS. 8' 9" N0. 50 4 NO. 30 4 AR119' Cng MANHOLE C TOP SLAB c. E. 1-10 ENGINEERING DEPARTMENT ��- 2108 'LLE NWF G. NG Gs 210E Compacted Native Fill MolerlW, Comppacted to 95Xof the Stondord• ensity/ Varies se 3149 MNDOT/ Collator Mate 12- IF r Embedment - Bc _ Material MNOOT 3149.2E 6- _ Foundation Material MNDOT 3149.2H - If Required _ (see Ncte '1 "Be" OMotes OUtsid Diameter of Pipe 2• 2' Outside Pipe Diameter ® Compacted native foil moterlal/95x proctor MNDOT 3149.28 ® MNDOT 3149.211 NOTES: 1. A sots Engineer will x required to determine the depth of the pipe foundation embedment material if needed. Pipe foundation material Mall be in opcorxnce with MNDOT 3149.2H course filer aggregate. _. P.V.C. bedding Ma1I be MNDOT 3149.28 select granular borrow tiff, 100% passing a 3/4' sieve, and less than 10% passing a NO. 200 sieve. .. Trench slopes Mall concern to current OSHA rules and regulations for escovations and trenches. CfR� PIPE BEDDING C� FOR P.V.C. PIPE REASEp11 19 ENGINEERING DEPARTMENT RATE WO: 2203 f1I£ NNC: G: \LfeGV.sRus 4• R 7s7 a mLRL AuOX Mon - rani , f-d-, site' ULAD all Y Mp A PNIr OE WM I MAY CMT le➢ tsM 1'4xA I' a f -•r PLAN .. •. rir c-r jer h6T T 11 r-! SECTION A -A 2-No 5 Wall WtI•pEaa1L SEC - steps 1 i Lac V. 2-L/Ys- Wall is CURB OPENING ••a'EaflG I 6••- Rh"M k IEm 1s TNot, clA® •.--e6Po • , _ n• Ieav R r MNB i aaf!ER . Ar eASW -Y r --I6•I A IXRe W Gil SECTION B-B W IXIwaxE A•Ptaw ry e.. d mKTwICIED er axR�. L G slF Ma IMAS . w-i (jest AT r MC mROft Tin a aAoowN sTm 8 A • W6 PaT8" DIMION L sT-4 • IMIS. mNo /f .a, eaaW NaMAL BARS Y-Y la1G m E a �• •e•+ . . p21181 9PID( al Or etoRr sr.E. `c.�Cj'X t 4Re aAM 9Han 6h£-• NG • \ jYI/\J ws. YLamBE w I ro CED.. Raw/ •H` r\�6 sonar aAe NO SCALE PLAN pCtFYOF HIGH CARA". - I CBNIBNSEN CATCH BASIN IN 8618 CONCRETE CURB 7 �aG DEPARTMENT PU E aid.. 316= NO. I BY I DATE MANHOLE CASING & LID AS PER DETAIL PLATES (2110 & 2111) M BARRIER' INNER MANHULL kING SIAL LLCONCRETED OR ADJUSTING PRECAST MNG,E. CCVCRE IF COARS PRECAST MANHOLE CONE SECTION 27• MANUFACTURES SEALA6.- -- i MASTIC SEAL BETWEEI. + RARRIFR ANO STRUCTP a 48" IMF I-SHIELD EXTERNAL SEALS AT BARREL AND CONE SECTION JOINTS ON SANITARY APPLICATIONS OR APPROVED EQUAL AS REWIRED BY THE ENGINEER. TES TRIM TOP OF SEAL TO 1• ABOVE TOP OF RINGS. CASTING SHOULD ON NS NOT REST SEAL. - PLA "MASTIC" ON TOP OF CONE AND BENEATH SEAL. NOT T 3. NOT TO BE USED YMEN THEREE ARE ARE NO RINGS OR MORE THAN 18" OF ADJUSTMENT RINGS. 0 1" I & BARRIER REVSED:10-16 ENGINEERING DEPARTMENT w�ATE NO. 2109 FtiF NWF. G. G $Tics 09 SHOWN AS TYPICAL 12• O.D. 12" PROPOSED SEME- le MN SEPAPA 4• DIRECT BURY " vPAOVoAC TED 8. Oi INSULATION MNIMun• $AND '.Y '.. OR AS OIREIEC 9 ENGNEE' ONE PIPE LENGTH NSULATIO% DETAILS SITE SPECIFIC. SEE ENGINEER FOR APPROVAL BEFORE CONSTRUCT) INSULATION AND C ACMD SAND SHALL EXTEND 12- PAST OUTSIDE OF PPE INSULATION SMALL OVERLAP AT JDNT$ BY A WNINUM OF 12". INSULATED PIPE CROSSING 11�I�i1011 -ED. n 19 ENGINEERING DEPARTMENT PLATE No.. 2204 tinYE: C. ENG SPECS 2204 mwntd*e Core R rya« to be Vmsni rad o a B-618 tee curb at cochbaYw. CattlWmh name f Yale Near, R-3I157-V or, its wale him cdmea.Mr to be depre:..- - bdw daw r gutter r yen. New,Yr fx_ 1 ?-YB "1 Le _, . t al ax Paints ISOMETRIC Nn1 t. c.N. 2-04-12' Lane R•ea 'A Ia TmMlmn to rrmaAkn p atcurb % z -2 artily, ytlw iris yape &412' Lm9 Real From. A renting SECTION A -A Not tie Seale chRa CONSTRUCILON AT CATCH BASIN ..IEJ 1]-19 ENGINEERING DEPARTMENT PURE No.: 3106 E t a �-Ecs }106 .25•-.5" I �2- BIT. WEAR 1&I BARRIER REQUIRED ON2- BIT BASE SANITARY STRUCTURES ONITMIN. SF.E DETAIL 2109 3 ADJ. J. RINGS }ADJ. RINGS HICK CONCRETE LAR NOTE: 2-PIECE COVER RISER RINGS ARE NOT ALLOWED - BIT. WEAR COURSE ADJ. DETAIL MANHOLE CASTING & LID SHALL AS BE PER DETAIL 2111. VARIES f- BITUMINOUS BASE OR BINDER r MANUFACTURES SEALANT HDPE, EPP OR BETWEEN FRAME AND RINGS PRECAST CONCRETE ADJUSTING RINGS IAd BARRIER REQUIRED ON 6" THICK CONCRETE SANITARY STRUCTURES ONLY 27" COLLAR SEE DETAIL 2109 BIT. BASE OR BINDER COURSE ADJ. DETAIL NOTES. PRECAST CONCRETE ADJUSTING RINGS SHALL BE BEDDED WITH ' MORTAR. 2, HOPE AND EPP ADJUSTING RINGS SHALL BE INSTALLED WTH MANUFACTURES SEALANT OR APPROVED EQUAL. 3. ALL ADJUSTS SHALL INCLUDE NEW RINGS FROM CASTING TO CONE. 4, WOOD SHIMS NOT PERMITTED TO BE USED IN ADJUSTING RINGS. bt WEAR COURSE SHALL USE STEEL AD.RISTING RING INSERTS PER MANUFACTURES SPECS. WITH ENGINEERS APPROVAL. MANHOLE CASTING AND ll�®i1o11 ADJUSTING DETAIL REVSEo:t-ZO PLATE red: ENGINECRING DEPARTMENT 2110 r'LC NAPE: G: SPFCs 2110 4'-Or Monhdo Casting. Lid and Adjusting Rings (See Mates 2110 & 2111) -6" Concrete Collar Marl steps Moil be Neenah R-1981J. 16' on center Steps Shill be on Downstream Side Unless Pipe Diameter is 18" « Larger All pints in monhole to have "0-ring rubber gaakets. Pipe Map be cut off 4- from the inside face of the manhole wall. L ' • . '• ' Precast Inverts Most be 112 of /Pipe Diameter and encnes SECTION VIEW Pipped 2- Toward the Inver! --Minimum thickness of precost base slab is 6- for 14' depth or less and Increases to a minimum slab thickness of 8" at depths greater than 14' Or if the structure is larger then 48" diameter. NO'E: T All dog houses shall be grouted both inside and outside of the structure. When the manhole Or catch basin structure is constructed outside of the raveled roadway a Witness post and sign (MH) Mall De installed next to the MH. o pump MH is required. a mnimum sump depth of 4' Mall be constructed -el w the rati.-.. . 11 invert in - eru,ture. CIIIOF CBII= >TANDARD STORM MANHOLE ENGINEERING DEPARTMENT �TI "a 3100 alao �•'•'•t'�1RIPRAP •••��•-•� ��t� t��)Z>�2� �� •� �i��••I'�A�i�j•2•��rif •�i�el��t•�•1a�� �• :�. • PLAN REQUIREMENTS NTS PIPE •1 •. cubic Wird is approximately 2.800 fil RPRAP SECTION(One NTS •. e.. itliff Granular Eller SECTION NTS VI1 DETAIL USE (INCLUDING COPYING, DISTRIBUTION, AND/OR CONVEYANCE OF INFORMATION) OF THIS PRODUCT IS STRICTLY PROHIBITED WITHOUT SATHRE-BERGQUIST, INC.'s EXPRESS WRITTEN AUTHORIZATION. USE WITHOUT SAID AUTHORIZATION CONSTITUTES AN ILLEGITIMATE USE AND SHALL THEREBY INDEMNIFY SATHRE-BERGQUIST, INC. OF ALL RESPONSIBILITY. SATHRE-BERGQUIST, INC. RESERVES THE RIGHT TO HOLD ANY ILLEGITIMATE USER OR PARTY LEGALLY RESPONSIBLE FOR DAMAGES OR LOSSES RESULTING FROM ILLEGITMATE USE. T-sEN/oacEel act,fo1E a iuL GAdOADD LOS USED FOR SAMI Alp "Ink Wilel s oISTOM LOGO rC SSWF�EYLWIYL9S credo `UU% OUL FR4ec MY. eI 1542 cocCENUt`t sup LOEo =IK_ ' ruffDUE Sill YLImNNNYUYFSLL PER I6 has 5N- WallYAMMgES e WATER - WATER YINN0.L5 ,� 1 �+ II �Ts 401 REOL ED ulaSS uF.£a O,T rN 59Ecol Ca1Drnal z aARE rN EM YEASWEMpTS yyI WO 1 CASONGS ASINGS YE£rS-25 K9N1eSN[Y5 I I/C •. rN uv OUXII) FOR 5 wNAxs FOR eEEo wEDrz 1' E_FS T-1 6 T GRAY all ASN A-46 CUSS 35B •."� CaeiAIFD NOM1E pEfAl ] FRAME -CAST Gx.Y Rat AtlIA-49 dUl •dA - fMNSN-eWE YETK O I OR e N eM1CM1NG5. ��TT��pp F ( MANHOLE CASTINGS ` 4[IIY1M AND LIDS DETAIL �� ENGINEERING DEPARTMENT 2111 :TUG SPECS 211I I • I- V Gate (Shown) 2- VB Gate Mall be used at oil IOW pants. Face of Curb Direction at Dow PLAN Catcebasin casting and grate Neenah _----\�aTOPnif Gate to be 2" Vela. j R3067-V or equal gulls grate 3' odas curb boa. 5 honsibon curb an each six of tmmbarun. If a sunnwntable cum. See detail tent far ring adjustments. � TOP of Curb o Mpk concrete cdlar-r," Precast 3' Minknuw 5- Doghwses shall be -_ grouted on both the 3' Gout inside and outside. .. 6"thin. base SECTION NOTES: 1. Steps Mall be Pravide l in all catch bash/maMdes ana storm sews monholes 2. Casting to be tatahy encased in concrete curb section. 3. No clock structures are allowed. �YI STORM SEWER CATCH BASIN C� 2' X 3' RECTANGULAR - wRE fuel c: ENG sPErs }10: ENGINEERING DEPARTMENT 3101 See City Plate No. 31G7 for riprap placement, per pint. Install at 60' from top or bottom of pipe. Anchor ISOMETRIC NTS 1A Provide 3 anchor clips to fasten trash guard to Hared and section. Hot dip galvanize ditx fobrection. s- TRASH GUARD SIZING Pipe Size Bars 'H• Bolts 12 18" 3/4-0 4" 5/8" 21" 42" 1.0 6' 3/4- 48--72" 1 1/4"0 12- 1' Anchor both sides. h NOTES: I_ All reinforced concrete aprons shill be fumiMed & nstdlea without trash guards. unless otherwise specified. 2. All new reinforced concrete aprons on new pipe shall have the pints tied back far the test 3 pints from the apron. 3. All new reirrarced concrete aprons on existing pipe shall be tied to the fast nr d '.P-• r npron. .l c he placed on inlets when specified. 9ff OF CB�N�HI I FLARED END SECTION aEV5ED: 10-16 MALE No.: ENGINEERING DEPARTMENT 3108 S NwE:4 SPE'S'3: W I HEREBY CERTIFY THAT THIS PLAN OR SPECIFICATION WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT AM A DULY REGISTERED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. W,4 S. IA741lc� ROBERTS. MOLSTAD, P.E. Date: 07b8 /7 0 Lic. No. Compacted Native FiB Materld. Comppacted to 95% of the Soctor tandard Dertty/ Vories se Na 3149.28 ana ter Borrow Ppe Dimon- Var es Varies Use MNDOT 31442H epth to be ((Couurcerse Filter Aqg. Determined by Mpiier Yo'if RtlanM Soils Engineer. emir. > ;SSb 2' Outside 2•t Ppe Diciml Ilatural GWn The bottom of the trench shall be shaped to fit the pipDe barrel fair of least 50% of the Wtslde diameter ® Compacted native fill materials Mill 3149.28 ® MNDOT 3149.211 't0TE5: When existing soil pipe conditions are not acceptable for backused land win corabove -. n Me pipe zone. pipe Deeding and deter l shall be used as shown above. f sole engines vile be required to determine Pi the depth of the pipe be accordance em0 with M molsial it n<coM Pipe foundation material Mall De atcardonce with MNDOT 3149.2H course fills aggregate. 3. Trench slopes shill conform to current OSHA rules and regulations for excovcfo^s and • enrhes CMOF PIPE BEDDING CI I] I IN POOR SOILS RE05ED: 11-16 MiE M0.: ENGINEERING DEPARTMENT 220 E`LE N.ME. G. \ENG�mEr\2201 _ _ ---- 241 slab opening for Nee-c- R3067-V cr equal PLAN Rote- I- V Grate shown 2- VB Grates shall be used at all low points. ----� - Neenah R3067- V casting and grate « equal. Sale cartel 2110 for ring dal,ritn tr 6- Concrete collar Concrete slob per detail 2108. Top of barrel section under top s'.;r. to have flat top edge sealed with E 2 beads of Ramnek or equal. E All pints n manhole to have Varies '0' ring rubber gaskets. 4'-0' tip. 5" Precast concrete section Manhole Neenah R1981J « equal. 16" on on centers. ' �6• • ¢p :• 1 Mnvnum thickness of precast base slob is 6" far Lill depth or less anc increases to a minimum slab thickness of B at depths greater SECTION than 14' or if the structure is larger• %0TE& then 48" diameter. '.OoghWses shill x grouted both .nsix and Wtsde of the structure. Grout bottom of manhole to 1/2 '.No block structures are allowed, 3if a slumpa minimum ump is requ diameter at a and slope DIP 'invert. Mired sup depth of 4' all be constructed groat 2" toward oelo, the loved clpe invert '^e ,tructure CM OF i YF.L A- 4' DIAMETER BMW CAICH BASIN MANHOLE -_'USED: Ip-16 ENGINEERING DEPARTMENT PLATE 3102 : vNM: G: SPEGS 3102 paw to 6e ma. n (2) aixces 2. All mud soak MInd-6pp•d-9Jam.r•0 P�'bae�bMe M Dro+k19 se. See Detet A -A 5T•e MD 1lel Fal StM Htla lnaeM Ber e r ac. eIX1: Nr (4) Io il'lu: few Slowlew s1NP BMM Well .1. and ll'-• 1/4• Stee Pole 111 e - HK D TAf A- 'motet PLM I Rarama :Can shi recu'•ed on door :.yea s e[tml Pen -- -- - - - e .a. n x. Use 1• L. M1�.. .s rr. _ Tot ,MY OF POND OUTLET CHMM CONTROL STRUCTURE ENGINEFRING DEPARTMFN' Pup NO, 31, ��RS SURt, SATHRE-BERGQUIST, INC. 150 SOUTH BROADWAY WAYZATA, MN. 55391 (952) 476-6000 w mtf + 4lie c�FRs PLPa�? CITY PROJECT NO. CHANHASSEN, MINNESOTA Compacted Natise iM Materiel, hand to x or one s an0ara lo tar OenaRy/ Varies rl i I-III-r I -I i t r I I -I 11- 2' Outside 2' Pipe Diameter Natural Ground The bottom of the trench shall be shoped to fit the pipe barrel for at least 50R of the outside diameter NOTES: 1. When existing soil conditions we not occeptable for backfill and/or compaction in the pipe zone. pipe bedding and bmkfnl Moil be used der shown on dated pate 220E 2 Trench slopes Moll conform to current OSHA rules and regulations far excavations and trenches, MINPIPE BEDDING t1p�,�y�1p1'�(El�lpp�� IN GOOD SOILS ClY1nu1�1J�e I RCP & DIP NMSED. it- 16 PUTE NO: n.E M41E ENGINEERING DEPARTMENT 2202 :G STECS Z.c. 35• W DIA 5' • pout __ •' aAYE1FR MEEtl R-4342 GRATE OR APPROVED Eo1WL See dorm 2110 1., �wNabnw•t Lila. .--6" Cmvete calm NOTE: REINmIKNG r0 CIX551 OF #4 PAYS AT 9 o c. 80TH MAYS it To BE PRECAST SECTION lM2-CAST OPElM2(i AS REOual CpK. BASE SHNL BE fi POURED IN PLACE OR s PRE45T SLAB CRY OF CATCH BASIN Cwwo 30" DIAMETER REwsEo.Iz-19 .: 3103 RE NAME: G:\ENG sP 777, T will ENGINEERING DEPARTMENT l No ere ao. I/41f non steel Her New suiMns Steil Bats Nuts & sw<,c... PLAN VIEW e Rw,-.n i27 .r.eIthour as Dra.ng m Deal Alyle N.xi HVI_ Lore}YaCm le3Y+ �II E Man N j a care M R � II . awcYuetea Y a Pans x a i� Bar Mil i 11 t x I 4B'mex MOSS saa�dad woe nwaFlq rew:.d an ball, new A mNt pow 2 Te me PCs psrex Um top er DON n real pin INrlt. 4. offixtamid for be ovideod wY (2 cried out h N+ecul cwCJiam b pfox 4. firaeee .p 6. m.a In {� nwa er Ind-d"op.6-adeS4Lo meld. 5 will .I to be -pl K 6 ➢9 awrovro NriraMsk rwtw stoma) al Mesas 1. vearNmail k ;.at • .d Ian 6. Rix .N to oe �e 5 atra.Wre ro - .. Yee of Mr4rtwe. UffOF 6'ORETENTION STRUCTUP` CBMEN WITH WEIR & DRAINTILE DEPARTMENT ;u> 3109A DETAIL SHEETS THE BLUFFS AT LAKE LUCY CHAN THREE DEVELOPMENT, INC. FILE NO. 3120-079 18,00 23 ' I Canis YM AwRi a IYW o �16 a�iPE�aW�sT wow¢ ® A� RMu r PsaTWm ro ac>w mils al win wMl rw 4.•;...•:.. r� wPa ottuwr... ' =oY HAYaaI vMea � ' T NONE sutural 6 4M. � rtnw�,� . ores umR AYO Ms wu vYr. Newu® w AEea. 1r a raAaR. WMwiT a ouceN IIm +rs eau a ', 1HD rPt l,lf 4CR Cpft 115[ WU'S W n11191 BJIm4 P If6 YC V%N Y$If. '.. sees _ sVe'sn nAW M NePfm oru+s ram. Au sMIL➢Ir6 TO eE rWeyp AND Wllap Y1.Y'E W MILV9T suwes No nre h rat .mut fnaafee ceY.Met CM OF ..cR STRUCTURE CMSEN WEIR MANHOLE FATE ea. I:LERING DEPARTMENT I 3109B TYPICAL BITUMINOUS PATCH AROUND CASTINGS DETAIL � U�5GATE VAI MANHOLE oar (TIN-) GATE VALVE BITUUKXIS SURFACE 1/4" ABOVE CA5TINC L 2• COzBPWfA340C 1 TACK COAT 235T 2357 Z' YNDO'T 2360 SPNW6330C PATCHING NOTES !. SAW CUT AND TALK ALL EDGES, REMOVE BRUMB40US PATCH AREA AND Eli CLASS 5 MATERIAL TO ACCOMMODATE BITUMN40US PATCH. 2. MECHANICAL COMPACTION OF GRAVEL BASE REORRED PRIOR TO PAVING. 3. CONTRACTOR MAY USE WEAR COURSE MATERIAL N 13£U OF BASE COURSE MATERIAL. s. USE VIBRATORY SLED TAMPER ON BrSE COURSE PATCH. 5. ALLOW BASE COURSE TO FULLY COOL BEFORE PLACING WEAR COURSE. 6. ONLY MNDOT APPROVED RELEASE AGENTS MAY BE USED MR CASTINGS. 7. RE -APPLY TACT( TO ALL EDGES (IF NEEDED) AND PATCHED BASE AREA 8. ROLL PATCH FROM EDGES TO CENTER. REMOVE DR ADD MAT-LRW- DL= ROLLING SO PATCH 15 TRUE AND LEVEL WITH SURROUNDING SUR11i CONTRACTOR TO STRNGUNE ALL PATCHES PRIOR TO APPROVAL 9. W,= 2360-ORDINARY COMPACTION METHOD RECUR . 10. PATCHED AREA= $HNL MATCH ROADS EXISTING THICKNESS FOR SECTION. 11. IF CASTNC E. ADJUSTED SEE DETAIL PLATE 2110. CffPOF TYPICAL STREET PATCHING AT MANHOLES OR CNMEN GATE VALVES (BITUMINOUS) F.EVSED: 12-1s _I_ HATE ND. 5202B f M4IEQ .'Lill 2% 2% s I c° 0 Expansion Joint- Expansion Jost (25' Tra•(sition) % L"Ier A .A f-woternow 36' 3/4' slope per fool 3" up from • A --- bottom and e • ° • A 6' from--f__121 tides. . . , •, CIa55 5 aggregate he:. ` SECTION A -A 4-1 Reba, No Scale NOTES,. 1 1• Preformed 'pint filler material - AASHTO M213. 2. Contraction Joints 8' O.C. in Cross Gutter. 3. Max Spacing far /4 rebor is 2' on centers for wings. �1 pQRorp� STREET INTERSECTION 1�lmmoe CONCRETE VALLEY GUTTER RENSED: 10-11 ENGINEERING DEPARTMENT nA¢ No.. FILE NNE G:\ERG\SREC5\520e 5201 d ON.) 12 H (IN.) 34 0(DEG.) y (IN.) 12 D MIN. 130 MAX 2W 15 U 130 230 /2 16 34 130 T30 12 21 44 140 220 12 w 24 44 140 220 12 ME 27 44 140 220 12 > 30 54 150 210 12 36 54 150 210 12 000 1 000 000 H 000 000 000 FRONT SIDE BAFFLE PANEL -- W DIA. ANCHOR BOLT NT I'll I'STEEL r r STEEL C /L I TOP VIEW OF SUMP MANHOLE CASTING k UD AS PER DETAF_ :'II - TUBE FRAME NUT WAOCK H _ WASHER DETAIL A CUTLET Y , INLET i 4- 4" THICK POURED INVERT SLOPING D I TO CENTER OF STRUCTURE. 4' SIDE VIEW OF SUMP This generic detail does not encompass the sizing, tit, and applicability of the 0nu for this specific pro!ec' It is the ultimate responsDlity of the design enq ee. e cssu-• thcr •hr d+. Pr.Inrys n comp.elce with all appliatre. aws and regua..on_ �C�Ip1�1 �OF( BAFFLE STRUCTURE Ci1fY1fl6ULli STANDARD SUMP MANHOLE W/BAFFLE REVi 12-19 PLATE NO.: "ILL SP NAME:G: ENc Ecs 3Iaexell ENGINEERING DEPARTMENT 3110 Distance to Ct valaae TOP Bituminous Material iW4�eN ^ 8"• 18, MnWi 8678 Concrete Curb ontl coma 1, „r �l _6" 1 Distance to Ct wr+atNe i `-Il 3^f T �Z•r op Bituminous Material slope 3/4 PeF MnDOT B612 . Concrete Curb and Gutter �kQ7�, 8' 12" �Uw Only With Private Driveways. Parking Lots• a Medicine. 2" 12'R Top Bihmiwus Ible 41 17 1/2- fO 1/2' Concrete Suntr 4' 4' 1/8"r ',r i BiW r�ce face Sur N 1 _ _Wear Bituminous Curb is e Show Farmed T_ MIN I N TYPICAL CURB CN�NASSEM AND GUTTER - - C=ING DEPARTMENT PLATE Nor'` 5203 5\52C. 3/4' Per foot 3/4• (1:1) Rounded Sullnose of Gutter Line �.. on-I, 5 8 Bituminous Povemen slew Mix aat / MAX A_ es-arfaE . - Sidewalk OI 29 I-' �- }• 'Concrete Pavement - 6 - se IY4 (1/2') Repair -6' Cass 5 Base Incidental to Apron Sob Reinforcement SECTION A -A No Scale Right -of -Way MI nm.o-ia/Camma� -$i-eral4 Do Location Geto+B14ins .l n R-20'-30i in Contraction Joints A mf . Installed Over Water Service Mars. Spacing In Valley Gutter is 8' PLAN Expansion Joint (typ) No Scale NOTE 1. Use /4 (1/2") repair slob reinforcement In r.o.w placed 0 6" from each edge. refer to be 2' on cents, being 6' on center In the gutter. 2. Contraction joints shall be 1/3 the depth of the slab. 3. Maximum pavement slope allowed within 30' of the street is 4.5%. 4. Aggregate used n the concrete mix t e r shot b amine. 9 5. If rota shis in the dr"a pavement a cover as manufactured by 8- on Medatl J4MIA 4M1A saes witha 8� opening frame &rover or epuo! shall be installed. 6. Highbock curb must be poured mondithically with driveway surmountable curb may be pcured seac•otel y. CM OF COMMERCIAL/INDUSTRIAL CNMNASSEN CONCRETE DRIVEWAY APRON REND: I-20 ENGINEERING DEPARTMENT PLATE NO, 5207 EILL NICE: G \FNO\SPECS 5207 CL 30' 30' j lTt 5' to Back /5.5' to Back Wear CMI to be 1/2" Above Edge of Gutter z 02 2.0x 7 9 3` you l.s 1 i' ran C!e 6- Topeoll, Seed k Mulch w Sod 2•-MN00T 2360 SPWEA340C Drointle Tab Coot - 2357 Samlauntable 2"-MNEOT 2360 SPNW8330C Concrete Cab tY--Class 5 Aggregate li :• 24' MNDOT 3149.211 Select Granular Bearow (-See Nate ) Not to scale N'DTES L Typical right-of-way-60'. 2. Maximum street grade 7OX 3. Minimum street grade 0.75Z 4. 6' Topsdl placed in disturbed areas. 5. 2 Rolls said behind curb. 6. The bituminaus wearing surfoce shelf be Placed the next construction season, following placvnent of the bituminous bow. 7. A test fell of the prepared subgrade shai to performed. in the Presence of a city inspector. The city has the c.tterity to require additional subgrade correction based an the test roll. B. Draintie shall be Placed along both sides of roadray. See plate 5232 fa detols. CFfF OF TYPICAL C6�NNASSEN RESIDENTIAL STREET SECTION ENGINEERING DEPARTMENT w.aE on. 5200 0 F in zaa rc P.C. �y J� Jr' Pa 8618 CURB ti k GUTTER d 5SURMOUNTABLE TRANSITION CURB k GUTTER A qN TYPICAL RESIDENTIAL RADIUS - 20' TYPICAL COLLECTOR RADIUS - 30' 6" height 2"drop L5' long transitional height curbing 4" height 7• ( Y - MNDOT B618 CCNC. C& G SURMOUNTABLE C h G SECTION A -A MOF TYPICAL CURB CMNM I RADIUS •L .A_G tfi\sPEcs\s204 1 ENGINEERING DEPARTMENT PLATE NO.: 5204 NO CONCRETE CURB k GUTTER I� fl M...Ya.oara,..rra,.an,< 6 +Axvo.msxs+ W �T �IBM.I-of-Way "s o wor .nwg MM or P. HKre• rn or _ OS 9.r/Ir ur oar No Awli eeYr.r cur w.•'e a`.w ."°,..w.... rr .w ...,, .Levu .ar Ya.+e Ya.r. M r . nw.u. r -•.. •. r ie _ 1 r . wnm•xxxxis.ez e +Y Newi�w+i liere.mr.wu�a"`ws. +cur...,. ANTS rs mrA CONCRETE CURB k GUTTER e 9w YwY mmMr.am aasN r aaM-ov.Ysuoi.wmasrYv. - - it e4M-L-Ry wlY YY •'re :.N M eaW i" Y •a lr �YA •. r m-eYul a age • a. 1 ' r " • •s/r was N• ai's�o eau win.. dekMki"Vim saeva -1 -de a-. wwwA_ �.enw.rY .. xwwwwM­iwx..+.arr s-.w..YrrwPrswr :'L`d'Y.3Siwr•wr s w.w rrrY N.+s-r rw.Yrw.rrrrrr Vie... awrs.s .rwiew iii'ilS.r: mrr a+r.r asYr r.r __ +w New eYM1 weew Y.N.. rYrr..w.�A....... ....♦ - O.q .e..Yi. Y n.e iwr `rYcu�.'iY s ••�••r. cu....rr.......+.Y Tl My 1YUlllR CONCRETE RESIDENTIAL, DRIVEWAY ENTRANCES WITH AND WITHOUT CURBS >cNSED: t2-t9 ENGINEERING DEPARTMENT Pub Ni 520E FILL nMIE: G 52@ PL P. 30. - 30. 18' to Face 18' to face Wear course to be 1/2' ! above edge of gutter \ 6 2O } 2.QDl 5 � •!Pr 6" tapsoa, awd 1' d mWM a sad. r2M��CT 2360 SPWEB440C Ef 6IS concrete curb ot - 2357 2"-MNDOT 2360 SPNWB330C Took coot - 2357 2 1/2"-MNDOT 2360 SPNW3308 12'-pass 5 aggregate base 24" MNDOT 3149.213 select granular borrow ('See note 7) Not to Scale NOES 1. Typical right-of-way-li 2. Maximum street grade 7.0% 3. Minimum street grade D75X 4. 6" Topsot placed If, dMtu,bed seas. 5. 2 Rolls sod behind curb. 6. the bituminous eeaklg surface shall be placed me next construction season following placement of the bituminous boss. A test roil of the Prepared subgrader shell be perfa,med in the presence of o city Inspectoc The city has the authority to require additional sAubgg,.dc co,iectl n boxed an the test fall. �W��l pl �OpF� TYPICAL Im1NRDn1� COMMERCIAL/INDUSTRIAL ImlWtiht STREET SECTION "G DEPARTMENT nDOE lo.. 5201 R.O.W.--,,_ STANDARD CUL-DE-SAC 48' RADIUS NOTE: ALL MEASUREMENTS SHOWN FOR STREET WIDTHS ARE TO BACK OF CURB. RADIUS SHALL MEET CURRENT FIRE CODE REOAREMENTS, CPFYOF TYPICAL. 0WER CUL-DE-SAC - - vG DE.-<; "ah Nor: 5205 4 1a NO CURB d GUTTER -_ fJ,,:II W sa wx aM wpp PR6Snn !!� x If nunIX:aN 4lNR =\\A,00* ss. rlLsmrr sAYart U., `- EW N, center, ` sMOlt W s rc' Mp xe.x nor saw¢ >.vw p�.l M• ZMMn Sn¢E tq,®rCM di sMwt Ma Wua w Y .o scum sco +w wwn.maen v Yxw uswa za¢+ L.euFss Owwr.rYmr. wxwwrd`xhxY.s.Mwuarr veo.oecaiexrvams•m.sa R Y4Y1 M4rOi e M T,d pq��.Y PAMYBri 1 ears .a yplr.CNRm e. VdwWa arA •PIES .M M T CHMMG MMf ! LYMR (e ra}Mt all.= Br wcrNL-_ P A tApJ• K MSr.WFL . OU R S RfwS 6legeaD. m' otA rear A/6 CONCRETE CURB Q GUTTER M W.x ORr1eIW.Y WDM MTE PYFRIY r i.ICWA3f AaDB 1 s - ______ ts .. �S ] YO.TMAM S y •• tl �K+m16 OrrcY.s.oeass. 1.. s,Y.a.4wra 11 xi N..., v or s.re.W • eMRA.effiS wYi MAAY. e[. n[YPf RAMC fl sMLL art.M1.1R Y6rY. MY4Y11T ., • -••.� . h er-O. M FLYr urn w'e rK anrG main 4.v'ua MY a.MMt leAr1 M°wn alfotiww ruiA:i'roro Y c v._ . r..._. Itwwers hh . " 4.WRr5 A %Si44m. A W. O Y R.LLLx a .m`1Rp RESIDENTIAL BITUMIV, DRIVEWAY ENTRANCES WITH AND WITHOUT CURBS - ..: VEERING DEPARTMENT PLATE xo_ 5209 M CL ifi 18' e' 4' 8' 12' 2' Win Slope31 Sygge 3:t Mov 2"-MNDO60 T 23SPWEA340C Tack Coat - 2357 2'-MNOOT 2360 SPNW330C /7-Cass 5 Aggregate Base 24" MNDOT 3142.28 Select (ianuiar Borrow (*See Note 6) 6" Class 5 Aggregate Be" E _ Not to Scale NO -ES 1. Tpicol right -of -way -SO'. 2. Maximum street grade TOZ 3. Minimum street grade 0.75Z 4. 6" Tapooll Placed ares. in disturbed a 5. The hiluminex s wearing surface shall be placed the nest construction season following placement of the bitumau ne base. 6. A test fop of the Prepared subgrader sholl be pabmned. m merrr the oe of a city nseecler. The city has the authority to rear:- - ....a:•i- , .P re. - .^aged On sine tint rail. CM OF R�RAL C9AH{�ASSEN STREET SECTION DEPARTMENT PLVE w 5202 12' 96' pMMEIER G!L-pin-S/& 60_Y zo' 20' R MMMW CLEARANCE AROINC TIRE niTDRANT 2w RAO. (�)1 120' NAMMERHEAO_ ACCEPTABLE N.TERXATaT TO 120' NAIIWRtlCPO CITi OF REQUIREMENTS CNANNASSEN 5205A ' VARIABLE IOU I� HYDRANT r - VALVE BOX VARNES '-8' (SEE PLANS) i /4" PER R. `1 RAPE TO Rt)AOWAY CURB 4' CLASS 5 BASE 2' 3' 2'-8' uln. FOR CONCRETE TM!CKNES`: SEE NOTES BELow NOTES: 1. TYPICAL 6' 1FRCK CONCRETE SB)EWALK, 2. USE 8' THICK FOR CMMEfdCAL DRIVEWAY CROSSING. INCLUDE 1-5 LONG PANEL ON EACH SIDE IK DRIVEWAY TO BE 8" N THICKNESS. ] JOINT ACING AT ' INTERVALS. SP 5EXPANSION ,A7NsT SPACING AT 1 00' INTERVALS AND WIIF,N ABUTTING EXISTING CONCRETE OR STRUCTURE a AGCJREGgTF USED IN THE CONCRETE MIX 544! L SE GRANITE. DRIVEWAYS CMOF ,F� CHIMER:YGINEE - RING 5214 TYPICAL BITUMINOUS PATCH DETAIL EXISTING BITUYIOUS SURFACE SAWCIIT ALL BITUMINOUS EC". (TYPJ T" MNDOT 2380 SPWFA340C TACK COAT 2337 2' MNDOT 2380 SPNW0330C 12" MN. CLASS 5, 100% CRUSHED AGGREGATE � r PATCHING NOTES: 1. SAW CUT ALL EOc#5, REMOVE BITUMINOUS PATCH AREA AND ENOUGH CLASS 5 MATETaAL TO ACC0IAMOOATE BITUMINOUS PATCH. 2. MEaRANiCAL COMPACTION OF GRAVEL BASE REWIRED PRIOR TO PANNE 3, APPLY TACK TO ALL EDGES. CONTRACTOR MAY USE WEAR COURSE MATERIAL IN LIEU OF BASE COURSE MATERIAL. 4, USE PLATE COMPACTOR TO CONSOLIDATE BASE COURSE PATCH. 5. ALLOW BASE COURSE TO EIA,LY COOL 8¢O¢ PLACING NEAR COURSE. 6. RE -APPLY TACK TO ALL EDGES (IF NEEDED) AND PATCHED BASE AREA. li 7. ROLL PATCH FROM EDGES TO CENTER. REMOVE OR ADD MATERIAL GtIFRw:: ROWING SO PATCH is TRITE AND LEVEL Wl}t SURROUNDING SURFACES. ' CONTRACTOR TO SIRINOJNE ALL PATCHES PRIOR TO APPROVAL.. li S. MNDOT 2360-ORDINARY C04PAC710N METHOD REQUIRED. 9. PATCHED AREAS SHALL MATCH ROADS EXISTING THICKNESS FOR SECTION CPFIOF TYPICAL STREET CMSEN 'ATCHING BITUMINOUS - .'T1AEM PLATE rta: 520ir EUTURE STREET ExlEMSaN AREA NSTgLL 2 IEMPWRY BARI11C/rpES AT 1!ff �tJN OF THE Q/L-OE-SK. % l� \ \ � EUw®TN stnEVT cnnsTmunau . -. iEMPORMY CUL-DE-SAC APEA I � I N M. RN Zee Q R -"'�-1ELFORARY 9TJMNWS PAMNG. / 4' NON IENPORART / 61R'MNCU6 Bled. �- 81 RNA �TYRCAL aAle a GUTTER S 9TUMNl1U5 B.SE 1 Y,L Q 6' 0. 5 AO'YfEGTE BASE NOTES: II F%1FN0 NTiME SFWFR/MTFR LINES 10' BEYOIO THE RAW. W. Wl{r[-SIC A HYm.,V:T W GTE wKK SNNL E LOCATED 10' BEYpNO ilE 1lyF fX!L-OE-BAG Cfl'IOF TYPICAL TEMP. CUL-DE-SAC ENGINEERING DEPARTMENT E t Pedestrian Curb Romp=: Page Hof 5 +EwsEo: 10-16 PLATE wo- � ..we c\ERc\sxm.;rs ENGINEERING DEPARTMENT DESIGNER NO. BY DATE REVISIONS USE (INCLUDING COPYING, DISTRIBUTION, AND/OR CONVEYANCE OF INFORMATION) OF THIS PRODUCT IS STRICTLY PROHIBITED WITHOUT SATHRE-BERGOUIST, INC.'s EXPRESS WRITTEN AUTHORIZATION. USE WITHOUT SAID AUTHORIZATION CONSTITUTES AN ILLEGITIMATE USE AND SHALL THEREBY INDEMNIFY SATHRE-BERGOUIST,INC. OFALL RESPONSIBILITY. SATHRE-BERGOUIST, INC. RESERVES THE RIGHT TO HOLD ANY ILLEGITIMATE USER OR PARTY LEGALLY RESPONSIBLE FOR DAMAGES OR LOSSES RESULTING FROM ILLEGITMATE USE. I HEREBY CERTIFY THAT THIS PLAN OR SPECIFICATION WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT AM A DULY REGISTERED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. � � • �L s"' J��� �`,�rGRs m ..Y. c�FRs S�R`�1` O SATHRE-B E RG Q U I ST INC. I to 150 SOUTH BROADWAY WAYZATA, MN. 55391 (952) 476�000 4:1 �, P`Pa2 CITY PROJECT NO. DETAIL SHEETS THE BLUFFS AT LAKE LUCY CHAIN THREE DEVELOPMENT, INC. FILE NO. 3120-079 TCW - DRTCW BY CHANHASSEN MINNESOTA 19 23 CHE RS� BY DATE ROBERTS. MOLSTAD, P.E. Date: O 8 LID. No. 07/08/20 g rI•e gP. Taft !� e ] p �7IEs ffil" I X a� I F I a'- If To I Typical Street & Traffic Sign Installations VARI D i h;1 E E g e j 1 � � �a€ 1F a /4" PER F�LS SLOPE w 9 a 4YDouole Faced Traffic Sign g • L#3,+: 1 . w ] g R (: bS - 3 ? ! 7 pp F� - F Ili ga( ` g� ! ARIA SI /as1 TOWARD ROADWAY a0 Numinum Street Sign as Required 5 iaat ,5;ag 77 @'�Y K1 } 1 ]•' ti i2 4 m - Bolh Directions i y s 'F 6 apop 4 a e y @@@ayrrrl} F"239:, a .e ag >S I. i a � QFg x5-A1-1 VARIES 12. I a. GORDO DRIVE _ - - - - _ _ - a� ] j s• 1??? A ¢ S s I j F ±iI :ys gQ tl �•I M F• €e Effie i?� i� 3 lso 7' upper I o GFi ��jj..�� E s9y VAR E- R a } W a t - - P iq i4 . 5 F # } e del e F nl°�•g 10' I T" we. Sign Post Steel d F e f e1F_Igl AT,_ya1•�/S �sS� to Sign Post or �ffi faFgg,sY I,saL 1YPIcAL Past 2.42 slew }$ l e s R a- e Y a`p t-g /F (2) / • e5 a !r. III Fyg( ! F ffiffi'I X� ffi; '1[ F e Y �' gffi I Past z.4z Les r. PostBoltsT" 1 i�l i��[p14s°vdFc In Rpt °g 111F➢eXae ��' # 4•����� atf1F 14 _ _ - with _ n 11119100Q! r 39 itt ? F $�!• IF `� l+E °pa IF $- -- TOPSOIL. ,a Nth Washere 5 s e ys CURB v.. Anchor Plate co SFt' p #ie Jerk I6" .�},} .y. _ i. a `- It 4Fi' ; gffi i- e4 FFp4ffipq`S. j 71 4 FX }:$ffi� �yt.,ffi ?Pk3seffipE�2Effi�$oiseo.�$Y.a � I Kneen Break 0x# ' • a i`-i'3 e•2F€ G�• $Fi��-3-�g•B Eodal. 425 or / ,,. 3y a. #� i y � Igs ye A • j ee:g 3" NNDOT 2366 SCYASS 5 BASE - - - - - 2' Min. • 9 p (6 7s' }- : i >s t�''7I. R#eylYQ'ys Tips353i8��.N 0 curb g¢ 4° r A Y� ,a COMPACTED SUBCRADE PER Sa25 ENC. - • .. d J-J - MMM 9 s. aaF a ey R • FB!: qye 9 1 3 LB. 10' Anchor #? $6u1}5 Aw :•.� •:-: 9q Se sT '' a Sty (. T Concrete Installation Post-Pneumaticdly Divan 3 S u } e; .• YB e'I SW Installation • 1 9 2 •• o �s X 11a TRAIL ffiep+� gip 6 - , I s E E 6 .F 20' RADIUS 20' RADIUS w • ' S ] S • F "� a .' NOTES. g or a# S6R s e p i. FBouleviod Location of Street • a� ? 51!? ll! s# �= - fB Signs and for Traffic Signs, o p 2 F, I r. g ig 1 ') sffi�Ige I I!,' aw t 1 g # ( NOTES; E Contact Chanhassen Street • g 1]94 e = g ag•g } �' Superintendent 952-227-1303. 7�� 1. SHOULDERS TO BE BACKFILLED AND RESTORED WITH TOPSOIL AND I ®i. 2. Far Material Specifications See •` F d ®I j� �SBIF1g T` R : a D !:•^' 116 39 tl/ RE -VEGETATED WITH SOD OR SEED / MULCH. W '^ Section 4A1 of Standard Street g # ji • I IRgi FR g •! 1 19 9 Tf �¢ E^ 6T 2. THE CONTRACTOR OR DEVELOPER SHALL SUPPLY A 2 YEAR 100% MAINTENANCE l sa r +.... Specs. I ffi ! A 9 ± l c 3. Public Street Signs Shall be >e I axj t ii 11` ] e : ly _ 4 lye BOND UPON CITY ACCEPTANCE. I .. 9 B r, - - • S IY/�(I • Mite Lettering on Dark Brown k S 3. HIS DETAIL SPECIFICATIONS ARE MININUNN REQUIREMENTS. ADDITIONAL DESIGN =•m g A O • ® ® e w I g�F M , / Back round Double Faced DG3 MAY BE REQUIRED DEPENDING ON EXISTING SUB -GRADE SOIL CONDITIONS. A High 9ntensity on O.OB OWES O MvE`C o _ u . - 4. BITUMINOUS TRAILS MAY NOT BE CONSTRUCTED lXJ UNSUITABLE SOILS. NO WASTE Aluminum. G MATERIAL, BLACK DIRT, OR ORGANIC SOILS ALLOWED. 4. For Private Streets. Signs Shall all I 333 g 9 8 y 5. PATCHING OF EXISTING TRAILS SHALL BE FULL YAO1H AND NO LESS THAN 4' 'L $ �A iii 9 { M LONGITUDINALLY . 1 { 1 g i be the Same as Above, Except A 20' RADIUS SHALL BE USED WHEN TRAILS INTERSECT TRAILS. ■ Lettering to be white an Blue _ FwIt 7, NO RADIUS USED WHEN TRAILS INTERSECT SIDEWALKS. Background. Ct19OF Pedestrian Curb Ramps CM OF Parr CM Pedestrian Curb Ramps n � Cn10F Pedestrian Curb Ramps OWMEN CMOF BITUMINOUS Q110P STREET AND TRAFFIC Pedestrian Curb Ram s p Pa e 5 of 5 ��� Page 2 of 5 Page 3 of 5 /m��p���� 9IH�IIDh1110e Page 4 Of 5 TRAIL � SIGN INSTALLATION _ SEVISED: la-I6 MUTE NO.: REv15ED. 10-16 PLATE SENSED: 1-20 PLATE NO.. REVSED: J-Is PUTE No.: ENGINEERING DEPARTMENT ��+sLD: ID-,6 RATE No.: RensEW. m-16 PUTE No.: F;¢ NAMe:c\Sac\sPEes\5215D ENGINEERING DEPARTMENT 5215D F.n'GINEERING DEPARTMENT ._ FRE NArMEc:\ORe\sPEa\sm ENGINEERING DEPARTMENT 521? FILL N+Me: c\LNG\specs\52l5A Fu NAUEc\ETRG\ �\5z1� ENGMEERING DEPARTMENT 52 5s ME NAME.c\ENG\9 cs\svw ENGINEERING DEPARTMENT 5215C FILE HAVE. G.\ENG\sPEcs\ens CHANHASSEN FIRE DEPARTMENT POLICY REQUIREMENTS FOR FIRE LANE SIGNAGE NO NOTES: PARKING 1. SIGNS TO BE A MINIMUM OF 12' X 'P FIRE 2. RED ON WHITE IS PREFFERED. LANE 3. 3M OR EOAL ENGINEER'S GRADE REFLECTIVE SHEETING ON ALUMINUM IS PREFFERED. 4. WORDING SHALL BE: NO PARKING FIRE LANE 5, SIGNS SHALL BE POSTED AT EACH END OF THE FIRE LANE AND AT LEAST AT EVERY ]5' INTERVALS ALONG THE FIRE LANE. 6. ALL SIGNS SHALL BE DOUBLE SIDED z FACING THE DIRECTION OF TRAVEL E ]. POST SHALL BE SET BACK A MINIMUM OF 24' BUT NOT MORE THAN 36" FROM THE BACK OF CURB. 8, A FIRE LANE SHALL BE REQUIRED IN FRONT OF FIRE DEPARTMENT 2' MIN. CONNECTIONS EXTENDING 5' ON EACH SIDE AND ALONG ALL AREAS DESIGNATED BY THE FIRE CHIEF. _r CHANHASSEN FIRE DEPARTMENT CURB FIRE PREVENTION PWCY 06-1991 DATED JANUARY 15. 1991 ANY DEVIATION FROM THE ABOVE PROCEDURES SHALL BE SUBMITTED IN WRITING. WTH A SITE PLAN. FOR APPROVAL BY THE FIRE CHIEF. IT IS THE INTENTION IF THE FIRE DEPARTMENT TO ENSURE CONTINUITY THROUGHOUT 'HE -ITC By PROVIDING THESE PROCEDURES FOR MARKING OF FIRE LANES. FIRE LANE SIGNAGE REY,SED: 1-10 PLATE No.: TILE IwMEc\ENe\sPEcs\eve ENGINEERING DEPARTMENT 5218 _a _ 3L4zl-_3. _ - l T r FOUNDADOE WA_. MINalum 1.0, POSENE SLOPE ON PIPE 2" MINIMUM AR GAP SPACING 11" PVC 4• FLEXIBLE PLASTIC PIPE OR--\ OPEN GRATED (ROUND BOX CONNECTION TO DISCHARGE g0't#llOs PIPING Q ! • PIPING MUST MEET ALL CURRENT BURDNG CODES CITYOF HOUSE SUMP MP CONNECTION MUMEN DETAIL - -.-RTMENT PUTE No: 5236 CITY PROJECT NO. CITY OF CHANHASSEN Y•ER. WAMR oR Cb•WA,1Kx gRwoE (aRaE aEI HPvxw / Street None ___-. RD /_.. _ot_ Rack_ Plat/AddUan None Downstream Manhole No. Sto. at P.L from Downstream Mmhde +__ Elevation at C.L. of Sewer Man-_ Distance Train Sewer Main to peanut___ % of Grade far Service to be installed - Length, Size and Type of Service Pipe ____. Depth at P.L. (Finish Surface to Invert)__ Mon to Riser Horizontal Distance Riser Vertical Height__ WATER: Downstream Manhole N..__ Sto. at P.L. from Downstream Monhde__-+-_ Length, Size and Type of Service Pipe__ _ _ _-___--_ Depth at P.L. (Finish Surface to Curb Slop block) ------- Denotes Sewer Service End O-Denotes Water Service En.. (SHOW SKETCH NTH TIES HERE) c•aemlbr Fwwnon __ yen, by oath - Laren,.. aha owns er swvxA corn.. b, _... _ HIM yM[e ties was Ee s•In9 Lim al rout Hoe Non laa' in bqN belwn I. µ is as sn Wi Oe I. t.sr- inn.0- w.h m wkwq rwr.ry .mm boma mwmMm, sxxi b hyssim, .e<. TNx to 4mA bo.e1.,'. map.rrr, rw„wc TM1Mme w Unity m.e eW het lie «.�I.a r a awa,w,wn .6Uewm m aan am]M..,_. QIIIOF STANDARD SERVICE �T TIE CARD PFVISED: 11-13 ENGINEERING DEPARTMENT PUTE Np: 5221 F� NAME G\E`w\��\szz HUB NTH THREADED METAL PLUG TO BE SET UNDER YARD BOX COVER PLUG TO BE MAGNETIZED TO ALLOW FOR 10" LOCATES NA METAL DETECTOR TRACER UK TO BE NOUGHT UP INTO BOX MTN C ADDITIONAL SLACI( OF WIRE. CURB DETAIL e" 12" X 12" YARD BOX VAIN CLOSED - TWaW COVER TO MATCH SLOUMNDNG • COLORS AS APPROVED BY ENGINEER. - _. # BACKFILL AREA WITH ROCK WRAPPED IN TYPE 1 GECIExnLE FABRIC - a]33 AGGREGATE BASE. FINISHED GRADE , 7I III vNDot 3733 '< a ONE PIECE 2" SOD 4" PLC = OTEXTILE - + o -35 CIEANOUT RISERS' -A �L y TFE 1'�� T 9n AGGREGATE BASE WrsIS€SE _. w ��R w MN607 M49.3J CA COURSE FILTER AGGRETE-III-I I -I ( I -I I -I I -) I-� ~ u ]J NOT CONNECT / v e aim NDot 3733 GEOTEXTILE (TYPE 1) I I -I I I-1 I I -I 111-1 1-1 I 1-III ib �PA�%ISTINFIP;N. WRAPPED TRENCH > EXISTING DRANRLE. NOTCH CLAY CLAY SUB -GRADE 4' ppEERRFFO�A�ED PIPE SDR 35 -i I 1-1 I 1-1 I I 1-1 1-1 I 1-1 I I-1 ( F TRENCH AND PIPE SUB -CRAPE FOT 4" PERFORATED PIPE SON 15 - t2 (SCNENRE 40 RESUMED UNDER ROAD CT 1 1-11 I�--1 1 1-I I (1-1 I-�-I I 1-III r IPE PLAIiMENT (SCYEDULE 40 REWIRED UNDER ROAD CROSSINGS) _ `c TRENCH DETAIL -I I1-111-1I _ TRENCH DETAIL TRENCH DETAIL as � i-1 I -I I 1-) I I as, ROCK TO � WRAPPED IN i-1 11-I 1 / (� I -I 1-) I I TOPSOIL CONK GEOL*n) t TILE3737E FABRIC BOTTOM OF PVC -BOTERFURATED WITHOUT SOOK DRAINTILE PERFORATED _-WITHOUT SOCK --- - W)'E PVC SOR-35 4" PERFORATED W't'E PVC STIR- AROUpUN6 V\ PIPE DETAIL 6. OONC. P `Iji CN` COURSE AGGREGATE 3149.2H GROUT ^ `:PE DETAIL IF {}Ji TRACER WIRE As PER SPELTFlCAMS )NIB- ' CLEANOUTS REQUIRED AT 200' MAXIMUM PPE NG NQ� INTERVALS & ALL ENDING POINTS SWING TES TO BE SHOWN ON AS-SULLTS I.OT i-T�� 1. SOLVENT WELD ALL JOINTS ON CIFAN OUT. (NON-GASKE7m) 4" MIN. DIAL P FOR ALL CLEANOUTS AND ENDING POINTS TO CLEANOUTS REQUIRED AT 200' MAXIMUM 2. CLEAN OUTS SHALL BE SPACED AT 200' INTERVALS (MAXIMUM) _ __ ALL DRNNTIES. INTERVALS & ALL ENDING POINTS. 3. BENDS AND RISER TO BE SAME SZE AS DRANnLE MAN. - -- 3 OPENINGS IN STRUCTURE FOR DRANTRE TO _. SONG TIES TO BE SHOWN ON AS-BUILTS 4. ALL ORABJTLLE MUST HAVE TRACER WIDE BROUGHT UP TO THE SURFACE AT WE FABRICATED OR CORE DRILLED. - FOR ALL CLEANOUTS ANDENDING POINTS TO THIS PETAL TO BE L.. C ?NrN 2' OR MORE ALL DRANIXES. EACH STRUCTURE INTRAMS WIRE 90X PER DETAIL 550 OR AT A CLEAN �:\ FO.L�:•T.,^ ' OF EXISTING SOIL '+=C'_SSARY. .. t - OPENINGS IN STRUCTURE FOR DRAINTXE TO OUT A %ROVE. CVaLETiOI. THE CONTRACTOR WIL. .. 4• 4' S ALL DRAINTILE T TO �4 :.!RES. - AE FABRICATED OR CORE OXI.LED. RE'_ - 'ATE NA .=- TEST. ALL ORNNTILES M HAYS TRACER WIRES RAINTILE - -. CITYOF 4` SUB -SURFACE ALTERNATE 4" CITYOF 3-SURFACE PVC DRAINIiLE Cfl1OF TYPICAL PRIVATE CITY OF EANOUTS FOR INLINE AND C SEiI SUB -SURFACE CAANBASSQI -,r: rLEANOUTS � DRAIN CONNECTION C9A NSEfl DRAIN TILE 'JEERING DEPARTMENT 5235 --. PUTE Na.: - . PLATE ND.: ... PLATEL'E --_- aD..j tt¢_ _.- HLE NAYEG iFHGI>Er' -- 4 ...� v:NG DEPARTMENT PLACE ND,-5233 14(}55 6) 8•_0• 76Is• N) 1'.4'2 NARDWARE PA XAGESOLI •FUU. TH �0'4 CAPPED ROOF W/dNP SHIE10 (4-SWES) 2'-0• 4'-0' 2'-0• 1/2�a6• Galvanized Bc .- C., (4) POUND GALA. WASHERS BOLTS FULL THREADS. PHOTOELECTRIC CONTRO DEVICE _ rk with Cut Washers v (4) RDIMa FLAT WASHERS (5) Y Nui$ F e orme .:alma PA'.er ors 4 LOOK WASHES a AREA UGNTIHG RESEARCH /SST-IES (Carriage, He.. w Sq.; (7 and Cons et Concrete Areas Mrypy_ NOTES - TYPE R LIIYWAWE:_ (A) Y. Y.#" TAPPED HETANNG WASER TWISTLIXD( RECEPTACLE. S-TERMINA Sidewalk w and arks or oundation I 7-1/2" _ O1 urYri w vuL er GrAifl •• _ - - - w rvnva .__.s: 100DW. 24OVAC (YA%) Approx. n. TW aT. mrterw ®Ylepn H m WSlwp Fp,q. flTi TO 1Y EA Concrete area oi, IE9AM�rz AIE SOLT CRCIf PHOTOCELL TERMINAL BLOCK aaX a Na ewwns]3 LMi aim mK • AWwnrN (4) NOTCHES w SNAFi • • • C = i 3 7/4" ]ai]rr wrz - som N TO SLOW BOLT KAO CONTRO_ POWER TEST SWITCH. 2-POSITION 0110E WIWIII ma.n5w aim A TINWIYmIT Mr iffi CLEARANCE AUTO _'TEST. ALLEN-BRADLEY TYPE 'BODY �Alliirm�aa °TIT nP3vrNW Nm wWT ?s• Np1Fc OXRGHT/8DDT-H2A. 2" E i'-31/4" ♦ f4 S• Q uaT4N nNONO s.N...w sv-fANlwxz aNw ur3mL^. _ 1. FlNISN. Noi DV LALAAWZ[ PER ASHY N55 (UTE51 1RTEfl SOCKET. 20DAW Steel Wire Me.. 0j �'� k mlowwn ruv. miss AH-sew •rnmm ave. REMSON). DOUBLE PADLOG( PROVISION Foundation in Sidewalk N Qe Rome[ ja wA,.La>.ar To, ro suut N 2. BASEPLATE TO SE PERPENGCDLA4 TO SHAFT Ally (t Y) On CIRCUIT BREAKER, 2DA/1P or Concrete areas Nominal ] ]mSlENaI WIN 1HOUE �/2 NlET1ER4 Y(ANUFACNRER'S NIwIBER No 81X0 -0" MIN. 0 -SURGE SUPPRESSOR. SQUARE-D /SDSAIt] 2'-2" . _ _ - _ _Grade Lumbe AFTER GALVANIINa CONTRITE POWER TEST BREAKER. 154MP/IP .. ..... . ... .. .. ... ] A. BLOT PONT AND SHIRT AXES TO BE CONCENIRC ice,' s, SBMENS TYPE 'BQ' ... .... .. .. .. ..... ... 9.66" DMA. 125 INANE AND M LYE (a/- 2'). FULL DEAD FRONT Preformed Joint Filand Be43C c m 5. PLANE CUT SLOT INAST. HA AM TO THE auSxxs ATE SMAINEO NS TYPE BR AK IOOAMP/2P SitleWalltE w COnoRte A2. E Ex.Ground (ETJERAL NpTL: W PREHEAT. IUBIEBI/5T. HNIXXIRN. AND aENi 420I00 and Concrete FOundatiaGFOIIr..- 'one Wri NYIr WNL eplia NL Y<OXIAaO• I[¢Yr H O]•Lr WSr SAMPtAW HEYX AND BLOT PLANT M ALL MOLDED ARF>:: m APPROX. •eras w rr4C vAwlwNa rlrbwwler 7. FLAMEOUT RRE(AAARTES PEJMSEJBI.E (1) VALLEK 2-60A/2P SIEMENS u r Iawn nd0 fart E SF11Qp w M OYwle TO EX- 3/32- BROW Np SURFACE LELEL. (2) TYPEBO. IDS EQUAL 2' 8"swarin.PENIS GR POUTIYL UN GU_AHFS NOT TO EXCEED 1/32' g'MTreatetlwSIeGw oo rweNusXl our ine paps o r.AG WIBw6 wpmeL HOSIX NMKI OUNNQMJN SURFACE IEMl OR NTERSETwIS wtlrlmNAW ran rtwXaVIY WTI x AVw.afIIw m oatss rY4L rNwfaMet HELIX NCYNN SURFAGS CONTACTOR. 2-60AMP/2P W/120VAC COL 2' wood Posts Au oPOYs KT4 olNwrw svu er rCiw+rwywA YrNe um ouYa fl Nl YA1EI•AL s 10 BE KW. UNUSED AND MILL ALIEN-BRADLEY TYPE 'EC, OR EQUAL LOnt)er if Dwected by in' 4"i4" a B'-0" To Y1md ¢xB •-WA AsANnWW ewa. N NA m7en Wu WADEABLE MEETING THE F0.L SP OMATMINS: ® ® 8 Steel Wye Mesh owarW assiwLr ewa is sren• 1 of 1. so LAN wo uln MSU A*r' ASN A2"&,ATEST REv1SON) ® DUPLEX (F1 RECEPTACLE. 20A Engneer en the Field No. 2 GTo . Cal cr.l vws!a STRUCTURAL STEEL. (CONFORM TO AASNTO MCR Foundation in Shoulder camber °' e. u our, .® nwLuwm wAW wlMar LmIT ran No ssYzt aIaWMEJ BUL 1270.) Or Boulevard areas NOTE suu W 1KA®N 000AT. 3169- ASTM: QU-(LATEST REVISION) GRADE 2. ANELE IRON BASE FRAME WITH OPEN BOTTOM The barricade board face surfaces shall be full reflectorized in X Y STEEL PIPE PXLS ALMNAM MATERIAL ASN FRONT ELEVATION R(iT SID lE ELEVATION Y a sna sass or HNpnp era is M1NMa AT ALL ear amc mar A53-(LATEST REVISION) TYPE E OR S. (BADE B. NOTES: alternate silver -white and red striping, using a reflective sheeting RM Ni vi w =uss,. ALL RAG.LL SECTIONS NORMAL SMI PIPE OR ASN A50a-(U1EST REMSOM) 1 Foundation g11y W' Rnpsr WyeC (fop conforming to the requirements of MODOt Spec. 3352.2A20. Standard NO. 1. R s� 11� mar-� Lou1LD N WTI brtme TO Aw5 s/- S GRADE B STRUCTURAL 51EEFL TUBWG 11(355.6) specifi d RED Plms br Speald ROVisbn OOOMet bwse To be msta:lea. I OT ASN A TA, A5 -( AM5TREVISION) NOT R MU_ 14(355.6) 1(25.4) 2. Mdlw rods, nuts, and washers a3 approved by aaOYlel manufacturer. 1(25.4 (sumppr SRme,, and length of anchor rods anal be a3 requirW by the cab:^' Prior to installing the reflective sheeting, th< barricade boards shall be MOT PONT- ASN A575-(UIESi REMSION) SIFEI INTERIOR DEVICE MTG. PANEL AND CONTINUGUSLI mwwiaatLNIAT given O complete Coating of White Wood Primer paint conforming to MR. n HINGED MADFRONT 3. = part of foundation shell be beveled w chamfered 'n a neat manic' MnDot spec 3513. followed by a second coat of white Point conforming to Sal CNN BOLT Pat ANS Blae.l. e45 JA5 OPEN BOTTOM Qe3C(ed by the EnginMr in the Rsld MnDot spec. 3531 applied only to the surfaces not covered with reflective GRADI ANGLE IRON BASE FRAME (3/16• X 2- X 2") 4. Conduit (number and size) Into foundation shell be as remllred In Plans Or sheeting. 3 IGwi SrNaNIa Yi 9wL Q wWeyl ewY sm to. 9ASEPLATE s PEHIA "'N'T STAMPED W 1H O 'Q,-n Provision. Tap of canduit snail be threoded and capped PRer installation © LLss ma situ W: MMolawX ruliai r s T nK a f .:- All RADIAL SELTIDNS NDRLMN MANUFAWIpRERS IOENTWIGATpN 'ABW' N t/z' tETTFRS AND untN d cap{e3 pre yntell �wlduit shoe 0�at 2 -3" ab concrete c-o The barricade boards shall be completely pointed and reflectorized • a _. CONSTRUCTION NOTES ( '1eCateO F M ba w iCtW b theneer, p Y TO AIIS ♦/_ 3� DATE COM N Ile LETTERS snag be cede 6 . wows, dr 9 sneetin applied oefwt pain installed on the posts, Q Ronwe NBYN mb nuR 1R. HARDWARE SHOULD BE PACKAGED N BLAdAP BAG AND 1. SERVICE CABINET SHALL BE FABRICATED FRLV 2 MOLARS bVt Shall not interfere WRh any cabinet supporting memberS. g pp g p e 7 • r®w Nra ww lwS uwwwe wu amp rwoM RC roa tours i. 'K :, . ATTACHED TO FODNDAnw. Nl FORMED AND WIELDED fjALVN4z[D STELL FTwUTD�m 5 A 5/8" D'a. X IS" ryaund ad shall be Installed in the foundation and woje . O 1(25.4) D& MTG. HOE (4) w 1 P PA0.0PA9 VA(RT TURN HANDLE, IfD DKOR 9HAu BE 2"-3" above concrete. The barricade shall be placed 10'-0" from end of bituminous road, barricoce_ o K erNenW wFom1 VNAW 3 eFWW li-M-I][ rel!¢ s T +.E UX MOST BE FORMED SY MAIpMG f. P-n fa]Wb4a mYFnawfWltll® 11116fortelw meaWw. S w A55 PM AND SFGwRED TO CABINET w/tJGN-CORR09XE B. A 9derdk w concrete Orep Mall DQ an Me dOw side of the cabinef in o - to be centered on the roadway, l0 be facing talc flow. ti rM-%-Mai W,le•w rmnwBl M rO WSH a wlsall rnr[ naM eLa 1ETN DE pECOYENOEO iwRWE: NO GREATER iNIaJ 16.000 FT. LB. NAY Oar CARRIAGE BOLTS [XPOYD SURACEs SNNL BE apart rout rSCE MEW w 1HE HELICN Fps) BASE LAYOUT PANTEO A PRIMMER SHOP COAT aF RED OxIM HND JS07 ANO 7. Cwawde mii 3152 with gnal a99n i;oe equal to be used for fr:im6i &t_ AN OVIDN BAKED DARN GREEN ENAMEL MIE 3562. and concrete wdks_ Barricades to be installed in accordance with the Minnesota Manual a, LL�� "zviyornwmy,'^Sr�T,°4M!• s•"Im'° IA NNpp & Service wnlosure shall Oe orientated T. ^� adjacent .1zAet Ow+in lot Jniform Trafic Control Devices. aA L SERVICE CABINS W& ENTRANCE ESWPIENY,IAfflFO SUITANE 1ec g FGR USE A5 SFR sissy LIGHTING F�sl��p CYITOF SERVICE CABINET QiIOF TYPICAL 4LLIYf �OF ASSEMBLY �1ggVf STREET LIGHT FOUNDATION rm/BpEg� LIGHTING POLE SERVICE CABINET BARRICADE UOsllll�lm BASE DETAIL P�n5E0 3-,= .FT PULE Na.: - PLATE No.: reLv'.sCD. z-oe PUTE REVISED: 1-la;.. N. 5243 R SED: 1-Ic RATE NO.: ENGINEERING DEPARTMENT ENGINEERING DEPARTMENT 524'' ENGMEERING DEPARTMENT g2q� ENGINEERING DEPARTMENT 524 s\5240 5240 TILE wYE:G Nc\sPEcs sz41 FKE MYE:c EVIL sPEcs\sx4z TILE Nwe:C sPEcs szu DESIGNER NO. BY DATE REVISIONS USE (INCLUDING COPYING, DISTRIBUTION, AND/OR CONVEYANCE OF I HEREBY CERTIFY THAT THIS PLAN OR SPECIFICATION WAS CITY PROJECT NO. FILE NO. TCW INFORMATION) OF THIS PRODUCT IS STRICTLY PROHIBITED WITHOUT PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT ��ERs S�R`� - DETAIL SHEETS 3120-079 DRAWN BY SATHRE-BERGQUIST, INC.'s EXPRESS WRITTEN AUTHORIZATION. USE WITHOUT AM A DULY REGISTERED PROFESSIONAL ENGINEER UNDER THE oth SAT H RE-BERGQUIST, INC. TCW SAID AUTHORIZATION CONSTITUTES AN ILLEGITIMATE USE AND SHALL THEREBY LAWS OF THE STATE OF MINNESOTA. p THE BLUFFS AT LAKE L U CY 20 CHECKED BY INDEMNIFY SATHRE-BERGQUIST, INC. OF ALL RESPONSIBILITY. l o A,, 150 SOUTH BROADWAY WAYZATA, MN. 55391 (952) 476 6000 CHANHASSEN, SATHRE-BERGQUIST, INC. RESERVES THE RIGHT TO HOLD ANY ILLEGITIMATE S. J7//✓�� N az MINNESOTA RSM USER OR PARTY LEGALLY RESPONSIBLE FOR DAMAGES OR LOSSES RESULTING C H AN THREE DEVELOPMENT, INC. 23 DATE FROM ILLEGITIMATE USE. ROBERTS. MOLSTAD, P.E. L{ Lg cTFRs P%, 07/08/20 Date: O g LID. No. 5 FT. Mlx Sli STEM POST 5 n. MM. 1.01I sTEEl -- —. AT 6 FT. M.. WA AT a FT. MUt 5DK1K F•W" lE5 cEQR%TM1E FARIaC J6 xpE y2 MSM ER lB. TEMPE) FlASM WIII(SO (sp TF) 1/�g1pCWat /BJ/{pX1pi LpCA1ED x i(Y a' IxE COIVALMY! ZONE LpC.Tm Al x T(i e- TE xtN l.,iID�•: NAl1MK � i FLOIF flow FLOW 6ypL FL gy eG atom e.- r - Ir NTH n a SILT FENCE, MACHINE SLICED SILT FENCE. HEAVY DUTY 1 2 5 FT. MIN. LENGTH STEEL PAST CEOTEXT4E FA Are FT. MAX, iloACWG W, NOTE FABIFTTARES AMOLR IAGi TNENUL. .MJ3LL B WITH T WITH AMPEp NARIRK SOIL V � n W ROM ~ p K i im ba T FFIIL \\ OI WNR IFNC mom IN. SILT FENCE. PREASSEM� BLED �\\AID LESS T2x tFEET 2 - SixX M FEET 5 -lax 25 FEET 'ITEs 10 - A x Zs FEET 'IT FENCE PER leTA10T SPECS. SdARCE RAEAIER IMAM 20x 15 FEET 0 SPECS t Arf a r. LOCATION OF SILT FENCE V� To hwte.t A.ea F.an Awl Flow FOR SEDIMENT CONTROL '2 Mon Cm Vbutinp that T M. SLOPE SILT FENCE MEAR ROE OF Y1 fits - SLIi£ ouTSLE as L01ISiRIlI.11aM OUTS LOCATION OF SILT FENCE FOR QT&ITER CONTR-0 QRUF SILT i�ura FENCE FFILcEWME:c W¢\sPEcs 530o ENGINEERING DEPARTMENT �� �- 530C EROSION CONTROL PLAN FOR INDIVIDUAL LOTS WITH SWALE DRAINAGE LOT 1 \ \ 2 \ LOT 3 `\fF DRAINAGE SWALE LEGEND •w,. voi I..... '-..e RA HDUSE PERIMETER nY b ` rw CLIMB a GL " STREET ENTRANCE STORM SEWER INLET "CO OR SIMILAR INLET PROTECTION DETAIL. 53r:: SEDIMENT CONTROL ' Perimeter sediment cmtrds are necessary at downslWng property and sues' edges. Note that sediment controls need to provide containment by turning perimeter contras upsope-into property. ' Perimeter cmtrds can include mulch socks, mulch berths and/or sill fen:. EROSION CONTROL • f 4- inches of t soil. T ill- de has a minimum o 6 W so S • Cmabuctim entrance-1 to Y aeon crushed rock at a depth of 6 inches. • House Roof Perimeter-Stra. mulch at 2 nches deep around house directly r- the roof line. If house has ran gutters downspouts need energy dissipalm^ • Slopes -Steeper Man 4:1 with positive grade to the raters of the state nee:: fiber blankets and temporary or permanent seedmg. • Sweles-Need blankets over the final 200'. • Swdes-Need check dams if slope is 4:1 or greater. tlA w EROSION CONTROL FOR U[ INDIVIDUAL LOT WITH 1 SWALE DRAINAGE -i9 =UTE NO.: win- ENGINEERING DEPARTMENT 5302D ;. tENC\SPECS\SMID 4 NTere the flow of water is sheeting, place sod strips perpendicular to the direction of water flow. SHINGLING SOD Awl yiP0f Where the flow of water is concentrated, place sod IT P a..Not to the direction of watt flow. OVERLAPPING SOD NOTE: Although pegging Onsod is at specifically required it is understood that the contractor will be, responsible far the successful eetoWishment of the sad including repair or replacement of sad Which becomes displaced or damaged due to lack of protection or proper cue. SOD PLACEMENT 777 PEvSFD: +-to ENGINEERING DEPARTMENT nAre No.. -i FIXNAYE:G\ENG\IDECS\5303 53D_ 911) P-4-1 1'-2' CLEAN CRUSHED ROCK NIlbp 41 MSUBCUT DEPTH FOR ROCK ��y MIN.10'SUBCUT.DEPTH FOR WOOOCHIPS 18' MINIMUM CUT OFF BERM J TO MINIMIZE RUNOFF FROM SITE FILTER FABRIC (MNDot TYPE 5) MOM NwUM 14 M NOTE: TOTSROU MUID MI(]7LLBE PLACED UNDER AnON THROUGH ROCK.ROCK ano I ROCK tq�yi}�z�1i1p CONSTRUCTION WNItt8WGt1 ENTRANCE aESFL. -t9 PULE NO.: FxE NAB c �� s3m ENGINEERING DEPARTMENT $307 EROSION CONTROL PLAN FOR MULTIFAMILY LOTS WITH SWALE DRAINAGE Laf 1 \ \I.OT 2 \ LOT 3 DRAINAGE STALE I I LEGEND HOUSE In HOUSE 02 rww• tweed ewrow. w, x a'e RER�IMETER I I """ uT rn'a CUR YTa Haw CURB @GUTTER STREET ENTRANCE STORM SEWER INLET WMCO OR SIMILAR INLET PROTECTION DETAIL 5302,` SEDIMENT CONTROL Perimeter sediment controls are necessary at downsloping properly and street edges. Note that sediment contras need to provide containment by turning perimeter controls upslope-into property. • Perimeter cmtrds can include mulch was, mulch berms and/or sit fence. EROSION CONTROL • Topsoil h a minimum of 6 inches of topsail. 9 $i(Q a9 ace ' Conshuctim entrance-2 to 3' aeon crushed rock of a depth of 6 inches. • House Roof Perimeter -Straw mulch at 2 inches deep around house directly of ,-% roof line. If house has ran gutters. do inpouls need energy dissipation. • Slopes -Sleeper than 4.1 with positive grade to the eaters of the state need fiber blankets and lempaory, or permanent seeding. • Sroles-Nees blankets over the find 200'. ' Swales-Need check duns if slope is 4:1 or greater. }I }�affp�9� EROSION CONTROL PLAN FOR Q 1� MULTIFAMILY LOTS WITH SWALE DRAINAGE IB ENGINEERING DEPARTMENT �� 5302E _ ".\ENc EPECS\soma P\ 2"-3' CRUSHED ST01:_ OVERFLOW VCR WASHOUT AREA 70 P PLAN ACCEPTABLE ATTACHMENT TO KEEP LINER IN PLACE 2'-3' CLEAN STONE 10 MIL PLASTIC LINING -r v CONSTRUCTED BERM WASHOUT AREA - OR EXCAVATED PIT --- SECTION A -A NOTES 1) LOCATION OF THE WASHOUT AREA SHALL BE AT THE DISCRETION OF THE CONTRACTOR BUT IT MUST BE SHOWN ON THE PLANS AND MUST BE ON IDENTIFIED ON -SITE USING CE FROM E. THE WASHOUT AREA SHALL UI AT T MINIMUM DISTANCE FROM THE RICHE WAY AS REQUIRED Y LEAST THE U DS CE E RCH OF EW ED B AL RISOCAT C THIS WASHOUT AREA A LOCH IN SUCH A LOCAL. al E SHALL BE TIED CH MANNER 50 THAT CONCRETE TRUCKS MAY PASS THROUGH THE WASHOUT AREA PRIOR TO THE STABILIZED ROCK CONSTRUCTION EXIT. HARDENED MATERIAL SHALL BROKEN UP AND CLEANED OUT AS N) DEN BE B NEEDED TO MAINTAIN A FUNCTIONING WASHOUT AREA VOLUME OR AS DIRECTED BY THE ENGINEER. 3) THE WASHOUT AREA MUST BE GREATER THAN 50 FEET FROM ANY TREES. 4) THE WASHOUT AREA MUST BE SELF CONTAINED AND WATER TIGHT. Yl}Yr CONCRETE WASHOUT AREA H VIsm: 3-14 ENGINEERING DEPARTMENT Port LE rM11E:G\ENC\SPECS\5304 5304 DIAMETER ROCK FILTER NOTE: SILT FENCE PER MNDOT SPECIFICATIONS. SOURCE MACHINE SLICED WOVEN MONOFILAMENT, 36' WOFASTENED TO STEEL T-I , WTH 3 (50LB) TENSILE STRENGTH PLASTIC ZIP TIES PER T-POST(MACHINE SLICED) (:iR:H:Yf FILTERED WATER A i 4' MINIMUM NTH I 24" 12. �e SECTION A —A Q�IR OFFROAD CATCHBASIN FILTER BARRIER ll NAW ENGINEERING DEPARTMENT Port No.. 5302 I"',5J02 BIOROLL WATTLE/ROCK WEIR TO BE REMOVED WHEN STAB WATTLE BIOROLL WEIR TRASH GUARD (IF INSTALLED) BOTTOM OF FES 6' OR 12' BQROLL SECURED INSIDE FES ;MIC - ROCK & FABRIC WEIR PERIMETER CONTROL 6--12- OF 1YE' TO 2- WASHED ROCK WRAPPED INSIDE A MONORLAMENT TYPE GEOTEXTILE FABRIC INSIDE FES CRIOF FLARED END SEDIMENT TRAP ROCK WEIR/WATTLE ROLL F L-. NAMca\ENc\sPEcs\s3ozA ENGINEERING DEPARTMENT F n w. 530-"- 0 U IV n Iu ine� a u, O a Oz FW � io rc sera < ZUZ W a Op < -3 a1 ce W< OEMOEMn _I, z Ws 0 0 m< I V a 0 0 0 E in n� O O O nu O O O V �e N of K a rb` < V,ZjLa7j � �W z 0 uv`i TEMPORARY OUTLET (ROCK WEEPER) Me c\Ewc\sects\s3as ENGINEERING DEPARTMENT Pu,E sass 5305 SEDIMENT TRAP MANUFACTURED BY WIMCO,LLC.SHAKOPEE, MN., ESS BROS., CORCORAN. MN. OR EQUAL �F.CA,A:WS AWD STANMHDS lYSC,A' LLMOS wa WWMIl[�V®pd'Y et„ moss NMw,Re nE 1Wrt uw N. ® - - ., swarm N• v >• eY see w see inwooa tree n ramp ww m • r wo wee soave aAMA W[ >M ere w u• wit MODEL#CG23 IFREE'RR ALMIE 01ElWl(PI t - WWID+ O FiIER ASYtA .. of L1.Ier BUT I \\ �Ip'/11FF A4TYHY hKW-ROW FASM J W NOES 1. CLEAN FILTER MEDIA AFTER EACH RAIN EVENT AND REPLACE IF FILTER IS CLOGGED WITH SEDIMENT. 2. REMOVE DEBRIS/SEDIMENT FROM RECEPTACLE AFTER EACH RAIN EVENT. a(TOF CATCH BASIN ®�iiel�ssi�i SEDIMENT TRAP -:RING DEPARTMENT PLATE AID.. 5302A WOODEN LATH SHALL BE NAILED SECURELY TO THE POST MEMBER TO SECURE FILTER FABRIC. 2'X 4'X 3' LONG —R WOOD POSTS, 8 REO'D- I NO TES' CONTRACTOR SHALL CONSTRUCT SILT BOX TO FIT AROUND THE INLET STRUCTURE NTH 6' MINIMUM CLEARANCE TO EDGES OF STRUCTURE. SILT BOX TO BE PLACED ON AN EVEN SURFACE 6' BELOW STRUCTURE OPENING. TOP OF SILT BOX TO EXTEND 18' MINIMUM ABOVE EXISTING GRADE. 2' X 4' HORIZONTAL MEMBERS CONTINUOUS AROUND TOP AND BOTTOM. FASTENED TO EACH POST USING 2-16D COMMON NAILS YONORLAMENT GEOTEXTILE FABRIC AS PER MNDOT TABLE 3886-1 (MACHINE SLICED). ADDITIONAL 8-10' OF FABRIC FLAP AT BOTTOM OF BOX 1. iv I' FABRIC FLAP- 8:.._ R ROCK TO PREVF'• UNDERWAS- 2' WASHED ROCK V DEEP X 2' ODE U111R SILT BOX SLJIMtN I IRA; -. saD. 1-to ENGINEERING DEPARTMENT P1 7 H0" 5302G I N<.[G.-\ENG\SPECS\5302A tAwER rIOT —WNW xIWAR� ;)az IpW1MI FMBC / WIDYI VBE WrB[OBnI y / OW.p T N+a,u Wit NOTES: 1 CONTACT MNEFACT/RER OR DISTRIBUTOR FOR EXACT INSTALLATION AND DEPTH REQIRE 2) STREAMS MAY REQUIRE AUSTIDNA OR ALTERNATE BMP. CHECK NTH 2) STREAMS ADDITIONAL MANUFACTURER FOR STREAM USE T DEPOSITS FROM LAND SIDE OF CURTAIN. REMOVE SIDE REMOVE SILT CURTAIN AND ALL SOILS/ DEPOSITS UPON COMPLETION OF MAINTENANCE ACT)VnES. }}gI�1g1}�� 1111YI FLOATATION SILT CURTAIN REvrsEo: +-+o ENGINEERING DEPARTMENT ' No 5306 •t-F heYE-G:\ENG SPECS\5306 SAMPLE EROSION CONTROL .1. • w coo+ eM.or PLAN FOR INDIVIDUAL LOTS mTo •1D1aCpWgL 5Au LOT 1 pieria'wioi aFrmiw.: t LOT 3 OIOI : - FMPJ. SILT FpaS 1Nr sera n8•ne. u rPo.Ls+v aK AFVXi,TI[�a 'LOT 2 ' Fmp sew swans .wave. w tom wa . ww en..Aw llMxY I M�qf® a-yP I � • smaN wkd P £Wr•6 Y.RR ® nlm 4 rY'mr own-U, a. mall near Fesmssn 01W/.rs SEDIMENT CONTROL w� O>yA@t aril ewe Water resourcns staff most be contacted before any/ell dew y a.'. Perimeter sedment rontrols ere necessey Of dowelopi, 4 c -•- edges Note that seediment contras need to provide aani... primety cWVds upslope-into Properly Perimeter corns con nclude fie. laps, moth berms aM/a sill force. See MNOot spec 3&97 Is 2573. Tempormy st ckpiss carrot be placed to dmina9e sales sur,ac_ we e'I, e- on c.. .beets, ens most have pedmele cants) EROSION CONTROU • Tope'T-Site how, a minimum of A-6 Inches OF followed. Construction entrance -I to 2' clean crusliel rack of o depth of 6 :Helm House Roof Pb'vn<t<r-Saco. mulch a/ 2 inches deep around house daechy below roof line d house has rain gotten, dowrgauts need amrp d®s'patron. SIWes-Stealer than 4:1 with pmitlre Bade to somas waters of the stole need eroso, carI bbnkets and temporary a Permanent __.dig. • See Mi Spa. 3665 tr 2575. Swale` -Need blankets cue, firm) 200'. • c 1.eec cn xk d,-I :I voile is 4:1 or greater. CM OF EROSION CONTROL FOR CSQ} INDIVIDUAL LOTS (TYP.) -- EEPARTMENT a1AE 53026 I ROCK WEEPER YNDOT TYPE 9 MULCH (Ili- WASHED ROCK) DIRECTION OF SURFACE FLOW 0IIa TYPE IV GEOTEXTILE FABRIC ANCHORED IN 6' X 6' TRENCH WTH 11 11 GAUGE METAL STAPLES AT 4' INTERVALS If. BIO WEEPER DIRECTION OF SURFACE ROW / STAPLE DOWNSTREAM SIDE OF FABRIC AT 2' INTERVALS MNDOT TYPE 9 MULCH (1 Jr WASHED ROCK) STAPLE DOWNSTREAM SIDE OF FABRIC AT 2' INTERVALS TYPE IV GEOTEXTILE FABRICS MNDOT TYPE 9 MULCH ANCHORED IN 6' % 6' TRENCH (1 yt- WASHED ROCK) WTH 6', 11 GAUGE METAL STAPLES AT 4'INTERYALS / L ' 6 TO 8' BAM. WATTLE WiH 36' LONG NOT: POSTS DRIVEN 24' INTO GROUND AT 30 SPACING= HEIGHT IN FEET % 100 DEGREE ANGLE ALONGSIDE THE WATTLE ( ) SLOPE GRADIENT 4' O.C. ALONG ENTIRE WATTLE LENGTH tiff 9 WEEPER DITCH CHECK 1�1�m DITCH CHECK WITH WATTLE ;NEeT5Et2 3-19 ENGINEERING DEPARTMENT �� 5302H L NWEG ENG SPECS\5302H fiji}#ii #tjjtuet t s #t3 it I cw le I}t Airi} t� tljt j�jn } ij F#tll#j € p > tt:ti ji!}t[I}I ljjjAj R • *#Milli �I(, j#i }i j �lj3it $V is #} g # j!A}P iiii; �eieldq For If 2.1}}.{� fti}a. M e r #i!o#>ii`H,x##zti} jrt l�jtj# #i$tit } I I l;ir. }}�tglI; I ss It #,i ! gr►i�}i�Ejlf:iii1(ti¢ rp}j}rjtfzgjjj I jjj #i�}ij jl�IF }} jil ii'll jli3�js3}r lji i il� it (et it ti Ij j k triiii ti;l} 1[�ij ti }�ijt g is !i�iN .• } ri` -It.} i+jj sit}}}# j}ixi iri z j t€ ! } }i:l j iqj fit ; 7:'� j # Fj tjt 19# #i }S rid i}ri ding sle j tj #}S F 9 tat n ` #t,ij i'# i ii :ter. }} t IF l}} it i i -- F s i � ffteFFF•• _ � a p 4_ t #ff I } ill ( 9, q • o s x D T { ; se IFI t z j�� i SAMP-_ LINTROL PLAN F 1:._Y LOTS /-'MNNTAx A rs coo* wF±F. ., c - rKY.Fd EbrE O WTFA .xp o2kxan m • f z aEw ®Mori - TFAW V 1 ' WRt rEMQ 1Q3WRXAi AaPErTI lM m9aN I - O Her" T sat nN¢ arm-uP AT w(V[LTr uIL LOT 3 ILOT 2 I I LFUNo owev ammr< fywed:.N ROOF G fwaw h b e...s,4 �' I I PERMETFR � �= X' eE3 SWAY vlAch p •fors. � AAH#E 1M1EP Wl@ ode f ----CURB &GUTTER ovOt-GAP STREET ENTRANCE S SEDIMENT �NT�NTCO TROL \\ WMCO OR SIMILAR INLET PROTECTION DETAI 5�-'- • Warier, resources staff most be contested oeARe any/dl dexolerkq atvty Perimeter se t controls ore necessity at downslepitg propertyy and strew, edpe6a•idmen . Note that sediment contras need to pi-oe cantont by turns, perimeter cmtrds vpslape-ntv'We",. • PtImei<r contras con nclude, filter logs, mulch berme and/ev eat wince. • See MNOot Spec. 3897 d 2573. Temporary stotlyik9 cannot be placed in drainage scales surface sates, or W puIl- .beefs, and must have Perimeter control. EROSION CONTROL • TWsal-$ke h. a min'anun a" 4-6 metres of IWsal. Construction enVaref-1 to 2` dean eruMred rock of a death at 6 inches. • Houres Roof Pr, meter -Strom mach at 2'inches deep aoural house directly below roof One. 11 house Ms rain Buttes, downpouts need energy deniPpI Sales -Sleeper thou 4:1 with povlive grade to the weters of the stet. weed eoson eve Vol blabltets am Iemparow, err pennon, sewing. Svdes-Need denSels over tyre And 200'. Swdes-Need c^neck dams 4 slap, H 4:1 or grcfe. See MNDot Spa.. 7655 & 2575 CM OF EROSION CONTROL r: T C0 MULTIFAMILY LOTS (TYP.) it -'ARTMENT wNc -- '. PLAN VIEW r 2' TO 3' WASHED ROCK A A L- F DRAINAGE WAY 3 1 1 L 2W 5' MIN. If. SECTION A -A NOTE: D=3' MIN, 5' MAX DIRECTION OF W.10' MIN, 25' MAX SURFACE FLOW W(FT.)= 10 X DRAINAGE �- I AREA (AC.) 1.5' 5' MIN. ( D ,a , LGEOTEXTILF FARR17 L 1% MIN. REVERSE GRADIENT III. TRAP OUTLET NOTES: W s 2- TRAP USED FOR 2.5 ACRES DRAINAGE AREA LESS. DESIGN VOLUME IS A 0 MINIMUM OF 1800 CUBIC 1(� FEET PER ACRE OF AI CONTRIBUTING DRAINAGE W AREA t�}I� �}p off TEMPORARY SEDIMENT TRAP 2.5 ACRES OR LESS 1INSED: 2-10 ENGINEERING DEPARTMENT %ATE NO.: $3021 ALE NAME Nc SPECS 5W2A }( s A � a= z T =' e Ei E _ yD II taj3j3j`j sfri���#p. i pfr,a:R@p'- w 3A' LFa €IH k¢ d • d Sfr Xe i5Z}4 MAX - gfrX�g=gT jjaa��•�i�_€ Efr � w' w p } '7 3iAi6b�gFZ iT�, iT� a LI -� = jR` fr g d�ia list ! ¢.. 4 an a = m zZ s s�j 3t''/ b--P(j=,y&ize s- j- aav K#Xf9P b}4'13 S �2 Ap fr s } a ; �s#a pit ta"i -fr z°s 'a. ! E 4 ob Z•A s a �F` 1 •- k aaRj� s pa Ay' b tltlsstl F 0' 2atfWyL+ Al 2. b9' . ) fl n _ S 8aAd v Asa } ll_ Rul6 �s a 9 A9 Y o 2 y S ss i y#y E iiA a i i yy �jj ai as '96�1X i Y a owe �FP i09s > 5 gal t4q 7"�fr#i Al� $a�6}7`bg25F } 5 el`i3aja R i� vUi }A ,Fg},t • a �I FZ y I"1 j fat i# f s DESIGNER NO. BY DATE REVISIONS USE (INCLUDING COPYING, DISTRIBUTION, AND/OR CONVEYANCE OF I HEREBY CERTIFY THAT THIS PLAN OR SPECIFICATION WAS CITY PROJECT NO. FILE NO. TCW INFORMATION) OF THIS PRODUCT IS STRICTLY PROHIBITED WITHOUT PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I DETAIL SHEETS 3120 079 DRAWN BY SATHRE-BERGQUIST, INC.'s EXPRESS WRITTEN AUTHORIZATION. USE WITHOUT AM A DULY REGISTERED PROFESSIONAL ENGINEER UNDER THE off SATH RE-BERGQUIST, INC. C . TCW SAID AUTHORIZATION CONSTITUTES AN ILLEGITIMATE USE AND SHALL THEREBY LAWS OF THE STATE OF MINNESOTA. fu P THE BLUFFS AT LAKE L U CY 21 CHECKED BY INDEMNIFY SATHRE-BERGQUIST, INC. OF ALL RESPONSIBILITY, a A a, 150 SOUTH BROADWAY WAYZATA, MN. 55391 (952) 476 6000 CHANHASSEN, SATHRE-BERGQUIST, INC. RESERVES THE RIGHT TO HOLD ANY ILLEGITIMATE �S. jt/�. . men Qr MINNESOTA RSM US ER OR PARTY LEGALLY RESPONSIBLE FOR DAMAGES OR LOSSES RESULTING 4` CHAN THREE DEVELOPMENT, INC. DATE FROM ILLEGITMATE USE. ROBERTS- MOLSTAD, P.E. ' / �8 c�FRS Pi Pam 23 07/08/20 Date: O 08 Lic. No. L4 1 -.rnrR V- rllll�' R�1!`Vp FC�iEi�GM KIN -p 5 � I�EB dial d d P EI; � i 1 N qpp_T.3da E a� [ R a 6f ICY 104 91y i �37•i,d! 0 000 4poesee d 0111 IS I l i 1d (� a 9 i' 99�®tO sidl� �Ill6eitjl 1 r it I� GIST IRON �3.48e—ter (Z)PPERIEILD WAX PACK TAPED TO TUBE PENTAGON - HEAD BOLT FOR TIGHENING ONTO Box BOX Gsr I0.0N LIE) NYLON INSULATION MASTIC WASHERS 7A6r O.D. INSTALL WAXPACKMOUNTAL ING AROUND COPPERHEAD ANDDMWNTS TRACER WIRE COMPONENTS TRACK BOX LID APWA UNIFORM COLOR CODE RED -ELECTRIC ® YELLOW - GAS ORANGE - COMMUNICATION = BLUE - POTABLE WATER m GREEN SEWER m PURPLE RECLAIMED WATER NOTES: INSTALLATION SHALL FOLLOW MANUFACTURES INSTRUCTIONS, CAPS SHAM BE COLOR COOED TD BE SPECIFC TO UTILITY BEING TRACED. Gffpp Yf TYPICAL MAGNETIZED TRACER BOX CONCRETE/DRIVEWAY BOX CD14 TP ENGINEERING DEPARTMENT m 5500 v 1� DO DO n V) m � 1 LINTETAA DETAIL —91E N OD. ry All COPPERHEAD WAX PACK JAB' �- TAPED TO TUBE m 1 PLASTIC OA E H HEADD BOLT FOR I TIGH NG 3 ONTO BOX — CAST NON uo PLASTIC WASHER NUT, AND WASHER WITH SLEEVE ADDED TO INSULATE BRASS COMPONENTS FROM CAST NON TERMINAL AND MOUNTING INSTALL WAX PACK COMPONENTS AROLM COPPERHEAD TRACER WIRE TRACER BOX LID AMNA UNIFORM COOR CODE M RED - ELECTRIC ® YELLOW - GAS ORANGE. COMMUNICATION am - POTABLE WATER 1111111 CAH N-SEWER M PURPLE - RECWMD WATER NOTES: 06TAL ATION SMALL FOLLOW MANUFACTURES INSTRUCTIONS, CAPS SHAG BE COLOR CODED TO BE SPECIPC TO UTILITY BEING TRACED. �R TYPICAL MAGNETIZED TRACER BOX LITE DUTY BOX LD14 AD] ENGINEERING DEPARTMENT u w: 5501 M NIRNNiBL R� (NMMMO 00 N !W 96N0000 BBBs ®' -i Prerl�ilIIN �9 Biltll i� li t1i1 i� ! �� � Nil � �,11 .jy3't 'I� • , 5 f IIFT iTAMY1 AND VAIK�, -. STANDApp OETAI � (DEYAnaN) 3.NS� CAST PENTAGON HEAD BOLT FOR TIGHTENING ONTO BOX CAST IRON UD NYLON TION 'o^ �I ASHEE A510S WRS COPPERHEAD INSTALL WAX PAC( TERMINAL WAX PACK AROUND COPPERHEAD AND MOUNTING TAPED TO TUBE TRACER WIRE COMPONENTS TRACER BOX UD MASTIC 2B7 O.D. APWA LNWRM COLOR CODE = RED - BIECTRUC CM YELLOW - GAS OPANM - COMMUNICATIOoR BLUE -POTABLE WATER M GREEN - SEINER = NAME -RE ILATMED WATER NOTES: INSTALLATKN 9WD. FOLLOW MANUFACTURES INSTRUCTIONS. CAPS SHALL BE COOL CODED TO BE SPEAR TO UTILITY BEING TRACED. dwlf Its TYPICAL 4�1pI�Yi MAGNETIZED TRACER BOX 1At1�IL1GA ROADWAY BOX RB14 TP uen: ENGINEERING DEPARTMENT 5502 8' PROJECT NAME PROJECT DESCRIPTION -A 54 LOT SINGLE FAMILY RESIDENTIAL SUBDIVISION DEVELOPER- NAME PHONE NUMBER CONTACT- NAME PHONE NUMBER PERMITTED CONSTRUCTION HOURS-MON.-FRI. 6 7AM-6PM SATURDAY 9AM-5PM ABSOLUTELYl11 NO CONSTRUCTION ACTIVITY, MAINTENANCE OR DELIVERIES ALLOWED ON SITE OUTSIDE OF THESE HOURS. CITY OF CHANHASSEN ENGINEERING DEPARTMENT 952-227-1160 NOTES 1. SIGN SHALL HAVE A MINIMUM OF TWO POSTS. 2. INSTALL SIGNS AT ALL CONSTRUCTION ENTRANCES. 3. SIGN SHALL HAVE WHITE BACKGROUND WITH BLACK LETTERING. 4. LETTER SIZE TO FIT 8' X 6' SIGN. QFIOF DEVELOPMENT INFO SIGN ENGINEERING DEPARTMENT KATE W.: 5313 I ♦�SrL .34 of .eL.ened pFdB - xor _ .vU Ode W ivy la t Nd^^d^ WF'i _ Tee-3 S ce.eelVf .M M� jmge. Me ma a.:.-d b Fu bla) .n npm: e.mry MTOmL (M) (T«: - -Ae's{ Na.n weY I,v„ OiPF b fbk) tlan 9p1 Ge MNtl m qF nelbn ab � ew Fa ndo. u» wog nw r. _ end be raNw al 5 t :5 n tlN b'Y FU fryF a py-F mageW n ga.ra�p r_'y gTle 1s W. q ,3F crya>v.e Cgpwn.m Y.dr4L LAnay cee.xn.. > aP�=..e .aeL UffOF MAIN LINE TRACER %A OMEN I DETAIL ENGINEERING DEPARTMENT MATE ND.. 5503 wYE:G NG SPE 5'` y gB° it'1`PiE i-'slf5yEjijd j•��d:lag #E':!°aiA�,_§ ����F •;�� �p�It "OHMI i d i61 1�1 Id� s on:p ``Z i 33dall to ! STWMID WTIJL SNOT -A I ,-10 IaLPFTW„TieV---- t0 SYb .Y. NYl.sb D...M I c L 1�1i q�seL�swu see dra•.. r r.n. I new w (,n II L NerNs N r w�°q w ei ri iwn.,rry I Mi M W b b [NN,L ,IL IdWe a —IYa dP PI.-n le9'•+•.. 11 ds es Ow AF wY Y a�Y � iw. rL sbl.w e�.A s YiY LYe LyL�WSF Y Ne,edt b dA-q �eFNa �•� ,� �efr� x sn a aT. .,,. .. .. . .. .. .......�. . �..- Water Service -Section Vrow - noR to eoad Off IF WATER SERVICE TRACER WIRE DETAIL yGINEERING DEPARTMENT 5504 .AME G SPECS JSOF ® 000 Qgeeee 0 3 00 00 A�d91 ;il+d p -f d ®t L81 STArAIL STANONp DETSNOT-B 1-10 (Rai) OEP _ 1 1 I , NI r I i 1 I I ' 1 li r ENNl - ®R UFT STATION STANDARD oEraLs M e aeQu ...-.. Co cs NtAa) PMLL '-aWa�m-sa LrK COLA ✓, :„-aweNNmWIY N,awr R}N K„Ito mac_ ,um +wc vwi x FSFNam a GL RFM Q LIHf YY 6 NXYWI (Lb T8tl - .zLGa w..0 rsrts wr 3:FB rw. IHMF 6M 11(i8-60 S.[laV a JINe Ytna Kl cuersw m rmL apvo m .Pa wrm�r-, .0 oeLA mF¢a v m r v-uc pM-SILL-.IA 11.m, dK � ,»xc ..a..i RUED p0 ,euB W.s m a ,m ro Frwc ea om,B-aw .FPTJaFi nwarc a as a rart PrtFu ra awNaw Aa wwiaea r,+:, UwIXAWFC ✓E F� 5'.VIYY .wC[ NIFI,WLS V4Eg �[M rtf0161WA YNti ®r' .Fa0.v �.L awecnas ws� LL .+a dn. nc vux nrxo w.,L ccarnLncw m.xeart LadEC,aS a dwVfO Few. o XW Ing HYDRANT TRACER WIRE DETAIL ENGINEERING DEPARTMENT MATE MD SSOS LIE NMLE:G G SPECS YAS DESIGNER NO. BY DATE REVISIONS USE (INCLUDING COPYING, DISTRIBUTION, AND/OR CONVEYANCE OF INFORMATION) OF THIS PRODUCT IS STRICTLY PROHIBITED WITHOUT SATHRE-BERGQUIST, INC.'s EXPRESS WRITTEN AUTHORIZATION. USE WITHOUT SAID AUTHORIZATION CONSTITUTES AN ILLEGITIMATE USE AND SHALL THEREBY INDEMNIFY SATHRE-BERGQUIST, INC. OF ALL RESPONSIBILITY. SATHRE-BERGQUIST, INC. RESERVES THE RIGHT TO HOLD ANY ILLEGITIMATE USER OR PARTY LEGALLY RESPONSIBLE FOR DAMAGES OR LOSSES RESULTING FROM ILLEGITMATE USE.ROBERTS.MOLSTAD, I HEREBY CERTIFY THAT THIS PLAN OR SPECIFICATION WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT AM A DULY REGISTERED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. n ��„ _S . jv/vf� ���Rs SU��F u on SATE R E-BERGQUIST, INC. 0 �, , 150 SOUTH BROADWAY WAYZATA, MN. 55391 (952) 476-6000 Nco c�FRs PAPA`' L.I I Y VKVJtL I INV. DETAIL SHEETS THE BLUFFS AT LAKE LUCY CHAN THREE DEVELOPMENT, , INC. FILE NO. 3120-079 - TCW DRAWN BY CHANHASSEN, MINNESOTA 22 TCW CHECKED BY RSM DATE P.E. ' � Date: 023 Date: 8 Lic. No. %^P 07/08/20 �+,fnwl sMrdpme Emiehed be e,eY .al .... ( a� eo Yoe WMne b Va",bq - I.c' to Scale.wee a,., trocer into r (w,a ��) TTT manhde of mwbde nng II^lwt«a _ wa er.wgn nee to _ / 9 estena 12 move r,,;xtee - oie C'ex) _/ I w •ova s.m rw s� sw"rJ (I grade and ancno, Geb_e Iml 11 bonier ♦-r Cappn r. I I wry—. s. st coed -reed r r Fine .+em vq ..-s der—^r'wr wxn eqe el halo/--� Mt leq/ ere tp ttr) swy„ ( toFentory �' .clod [o Ind 9raxnaa., he , T e I VCM \ _ _ _ _ _ _ _ _ _ _ _ _ _ _ 1 11 Serer Service-PldnKer t• 5padr,g )ri / No to—f sctle l Trine a Rastk I,1 Tope m plastk sw.nwr s... tM)J I J rres �1 Fie.. (rra) (TVP) I y extee sa,. sw.w Dw) Lo k r T— ex. ::... •. S' Nax. 5d«ng aye ems,) SECTION VIEW ex-- .+,.,..",. vv..ety R'M w„ Drive-in uognesam grounding anode red Voir nholes not , streets shall node tr«er .�. >w. i a boa installed next to MaMde and — — — x i .gee 1 elr es evil be brought mto the bracer box. Seh W—(M) exxxxteer (�—Tw) I( IS i Ay1 ♦w��(t,% � c,o continues with Mogn ng gwre t1 �md to rh Ind a,aa rod ana awtea�e to tale ring. (see secfmn x obo e) above • �� ter =>+r ti er r Byre �graundinq anode (T1PJ erye L,r-n,..fin yr r .. er.a r aw rnem ,.a y a. yw„,y„, .,... tM) {q the 4^,ehe. IM .r fvN M i w"...a.... .y e,,,r s. w +aw Iw r ..,.. 1 a �.. a r.(TPd.k The (m) \ rape or Plastic rrs (rn- M IM eM rp > anat4 vm Y 4wYe le V 4 re9cete xe. a..a s'.u.ae dex . .. rwev,.. wwwr e,rr r.n 21M mwNre ,it b ewe, +w,. eve- er ly re. M v—� o,-e,e lewd. a e,. r1xe�.,en—breiy ewT WePrle CgMn—s Srie"r4 teats cye,eetwe s esereai r. .eenab 1' n SW s 9 TRACE 1MRE PLAN (SEWER) =x6ek r.war sa^hare ri VV.—.i� to scale Not m><dof to eke PLAN VIEW CMOF SANITARY SEWER SYSTEM SANITARY SEWER SERVICE CM OF SANITARY MANHOLE TRACER WIRE DETAIL aen= LINE TRACER WIRE DETAIL � TRACER WIRE DETAIL sF, ENGINEERING DEPARTMENT 5506 0 9-19 pt/'rE AK0, [g ptwre 7,E N 71 :r.ws I-E S 55ce ENGINEERING DEPARTMENT 5507 ENGINEERING DEPARTMENT q 550, FILE N(k •saEcs 11V �.tE eddE.G. Nc s tin s DESIGNER NO. 1 BY DATE REVISIONS USE (INCLUDING COPYING, DISTRIBUTION, AND/OR CONVEYANCE OF INFORMATION) OF THIS PRODUCT IS STRICTLY PROHIBITED WITHOUT SATHRE-BERGQUIST, INC.'s EXPRESS WRITTEN AUTHORIZATION. USE WITHOUT SAID AUTHORIZATION CONSTITUTES AN ILLEGITIMATE USE AND SHALL THEREBY INDEMNIFY SATHRE-BERGQUIST, INC. OF ALL RESPONSIBILITY. SATHRE-BERGQUIST, INC. RESERVES THE RIGHT TO HOLD ANY USER OR PARTY LEGALLY RESPONSIBLE FOR DAMAGES OR LOSSES RESULTING FROM ILLEGITMATE USE. I HEREBY CERTIFY THAT THIS PLAN OR SPECIFICATION WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT AM A DULY REGISTERED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. ��' j�.� eERs SCR` ti� �° SATHRE-B E RGQ U I STT INC. to -P ,,,, _ 150 SOUTH BROADWAY WAYZATA, MN. 55391 (952) 476-6000 60 N ctiFRS P�p.�� VII T rr-,wr-L,1 VIU. DETAIL SHEETS THE BLUFFS AT LAKE LUCY CHAN THREE DEVELOPMENT, ANC. FILE NO. 3120-079 - TCW DRAWN BY CHANHASSEN, MINNESOTA 23 ,00023 TCW CHECKED BYILLEGITIMATEo RSM DATE ROBERTS. OLSTAD, P.E. ' /�8 Date: O 8 Lic. No. '-7° 07/08/20