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CAS-15_BEEHIVE HOMES SENIOR HOUSING - 6330 HAZELTINE BLVDBee Hive Homes of Minnesota, LLC Bee Hive Homes of Minnesota, LLC Bee Hive Homes of Minnesota, LLC 350 Highway 7, #233 Excelsior, MN 55331 612-770-7611 Ty ler. StevensgEncoreCare.com Bee Hive Homes of Minnesota, LLC Table of Contents 1.0 Executive Summary.................................................................................3 2.0 Company Ownership................................................................................5 3.0 Projected Profit and Loss ..........................................................................6 4.0 Projected Cash Flow.................................................................................7 5.0 Projected Balance Sheet...........................................................................8 Appendix 2 Bee Hive Homes of Minnesota, LLC 1.0 Executive Summary Mission/Description: The mission of Bee Hive Homes is to provide assistance with the activities of daily living in a respectful manner in a homelike setting to the frail and elderly who choose to retain their independence and dignity to the fullest measure possible. Bee Hive Homes features family style living in a residential setting for the elderly. This Bee Hive Home will be a planned environment allowing up to 16 residents to enjoy a quality lifestyle with group association. We will offer a quality home environment with professional services and staff. Meals will be home -cooked and served family style from a menu approved by a Registered Dietitian. Daily individual and group activities will be planned to reflect the interest of the residents in the home, and will involve local community resources. Although the home is designed to simulate a family environment, it will also incorporate safety features and amenities usually offered only in larger, institutional settings. These include a fire alarm and sprinkler system, wide hallways and doorways for easier access, personal alarm system, private bathrooms with showers in each resident's room, and a large dining and living room. Personnel: Staff will be available around the clock, with more staff during the day when meals are being prepared and more resident assistance is required. The home is projected to be full within the first 8 months of operation, at which time there will be 10 full and part time staff employed. All staff will undergo health and background screening, and be given orientation and periodic trainings on the needs of the expected resident population. Staff will be supervised by a House Manager who will be cross - trained in all areas of care. Marketing: We will market our assisted living home to the doctors and healthcare providers in the western suburbs and provide them with the information and knowledge of who we are and the services we provide. The Bee Hive staff has developed relationships throughout the community over the past 4 years that are critical to the success and long term sustainability in this market. Bee Hive will staff a full time Marketing Director who will be responsible for community development, tours, and promoting the Bee Hive model of care which is a unique niche for those who seek a home -like atmosphere. During the construction process we will be promoting Bee Hive through local media such as news stations, radio, and throughout the community by hosting "lunch and learns", sponsoring continuing education classes that will bring in social workers from the area, and various other methods for getting the word out. Demographics: Demographic projections show that the senior population will be growing dramatically, especially in the 75+ year age group, for at least the next 30 years. This will happen as the "Baby Boomer" generation begins to retire and as the retirees of all ages live longer due to improvements in our nation's health care. Increasingly, these people will be more able to pay for their long-term care, and will Bee Hive Homes of Minnesota, LLC be more demanding in terms of the quality of life they expect. Both these factors bode well for a Bee Hive Home in this community, as it will offer a quality value to those who do not want to reside in an institutional setting. Competitive Advantage: We own Encore Senior Home Care, LLC which is an in-home healthcare company that provides assistance and care to the elderly in their home. One of the advantages to having Encore is that it provides a constant referral pool of potential residents into Bee Hive. Typically, when Encore loses a client it is because they are no longer safe at home and need to move into a community where they have 24 hour care. Having the ability to offer Bee Hive Homes as an option to Encore's current client base would not only provide Encore's clients with an exceptional home -like setting to reside in, it would allow us to keep the client as well as keep Bee Hive filled to capacity at all times. Another benefit to Bee Hive is the ability to provide respite/short term care to Encore's clients and potential new residents from the hospital. When someone has a fall or needs to be hospitalized for one reason or another, typically they go to a Transitional Care Facility for a period of time because they are not able to return home safely. With Bee Hive, we would be able to take residents on a short term basis until they recover and then they can return home when they are ready. These types of situations cause families to start looking at assisted living communities and having families introduced to Bee Hive Home early is an outstanding marketing tool that cannot be duplicated. Owners Background: Owning Encore Senior Home Care for the past 4 years has provided us with knowledge and insight into this industry that can only be obtained through industry experience. We developed Encore from 4 employees in 2008 to currently having 47 employees on staff and 1.5 million in annual revenue. Co -Owner, Kate Stevens, has over 7 years of accounting experience and is skilled at review and analyzing operations to increase profitability and efficiency. Encore is respected and looked at as the premier home care agency in the western suburbs and we have developed relationships in the community that will ensure success for years to come. Bee Hive Homes Success: Over the past 25 years, Bee Hive Homes (headquartered in Boise, ID) has franchised more than 140 homes across 12 states. These homes offer a unique approach to aging and serve a desperate need in the community. Bee Hive exercises high diligence when selecting prospective franchisees to ensure success. Bee Hive takes pride in the fact they have never had a franchised home fail or close due to poor performance. Bee Hive takes an active role in assisting franchisees with marketing the home and advises on operational practice. Currently Bee Hive has 15 homes in construction and all will open in mid -late 2012. Franchise fee will be paid to Bee Hive at a rate of 5% of sales once the house has 10 residents. 4 Bee Hive Homes of Minnesota, LLC 2.0 Company Ownership Bee Hive Homes of Minnesota, LLC will be owned by Tyler and Kathryn Stevens. Bee Hive Homes of Minnesota, LLC 3.0 Projected Profit and Loss When preparing the projected financial data the following factors were taken into consideration: • The principal repayment of the loan was based on a $1,500,000 note at 5.5% interest amortized for 20 years. • Revenues are determined from an average of $5000 per resident per month. • No royalties will be due until the building has 10 residents. • Financial data is presented before income tax. Profit d Loss Projections Bee Hive Homes of Minnesota Y•ar1 Y•ar2 Year Total Sales (5k/resident) $ 745.000 $ 960,000 $ 960.000 Payroll Expenses Housing Manager $ 36,000 $ 36,000 $ 36,000 Marketing Director $ 60,000 $ 60.000 $ 60,000 Caregivers $ 196,000 $ 210,000 $ 210,000 taxes (10%) $ 29,200 $ 30,600 $ 30,600 benefits $ 6,000 $ 6,000 $ 6,000 Total Payroll Costa $ 327,200 $ 342,600 $ 342,600 Operating Costs and Interest Expense rent (principal reapaymenl) $ 42,377 $ 44.768 $ 47,293 depreciation expense $ 33,333 $ 33,333 $ 33,333 advertising/printing $ 8,400 $ 8,400 $ 8,400 Utilities S - $ - $ - cable tvttelephonrintemet E 3,600 $ 3,600 $ 3,600 gas & electric $ 5,400 $ 6,000 $ 6,000 garbage $ 750 $ 900 $ 900 water $ 1,800 $ 2,400 $ 2,400 Food $ 20,115 $ 25,920 E 25,920 Activity Supplies $ 1,200 $ 1,200 $ 1,200 Resident 8 Housekeeping Supplies $ 4,900 $ 4,800 $ 4,800 Repairs $ 1,800 $ 1,800 $ 1,800 Insurance $ - $ - $ - liabilhyins. $ 3,000 $ 3,000 $ 3,000 workers comp ins. $ 15,000 $ 15,000 $ 15,000 Administrative $ - $ - $ - office supplies/postage $ 1,300 $ 1,200 $ 1,200 licenses $ 300 $ - $ - accounlingregalfrees $ 1,800 $ 1,800 $ 1,800 entertainment/ travel $ 1,200 $ 1,200 $ 1,200 Beehive royalty 5% $ 34,000 $ 48,000 $ 48,000 other $ 600 $ 600 $ 600 Interest expense $ 81,442 $ 79,052 $ 76,527 Total Operating Costs and Interest Expense $ 262,318 $ 282.973 $ 282,973 Total Expenses $ 589,518 $ 625.573 $ 625,573 Net Income floss)(before taxes) $ 155,482 $ 334,427 $ 334,427 121 Bee Hive Homes of Minnesota, LLC $1,400,000 $1,200,000 $1,000,000 $800,000 $600,000 $400,000 $200,000 R Years Year Year 4.0 Projected Cash Flow Projected Cash Flow Analysis Bee Hive Homes of Minnesota Cash provided by Sales Net Cash Inflow Cash used for Payroll Cash used in Operations Repayment of Principal Net Cash Outflow Net Cash Flow Cash Balance ■ Total Sales Net Income (before taxes) $ 745,000.00 $ 960,000.00 $ 960,000.00 $ 745,000.00 $ 960,000.00 $ 960,000.00 $ 327,200.00 $ 342,600.00 $ 342,600.00 $ 179,596.32 $196,483.90 $193,958.65 $ 42,377.40 $ 44,767.81 $ 47,293.07 $ 549,173.72 $ 583,851.71 $ 583,851.72 $ 195,826.28 $ 376,148.29 $ 376,148.28 $ 195,826.28 $ 571,974.57 $ 948,122.85 7 Bee Hive Homes of Minnesota, LLC 5.0 Projected Balance Sheet Projected Balance Sheet Bee Hive Homes of Minnesota Assets Current Assets Cash $ 195,826.28 $ 571,974.57 $ 948,122.85 Other Current Assets $ 50,000.00 $ 50,000.00 $ 50,000.00 Total Current Assets $ 245,826.28 $ 621,974.57 $ 998,122.85 Long Term Assets $ 1,300,000.00 1,300,000.00 1,300,000.00 Accumulated Depreciations $ 33,333.33 $ 66,666.67 $ 100,000.00 Total Long Term Assets $ 1,266,666.67 $ 1,233,333.33 $ 1,200,000.00 Total Assets $ 1,512,492.95 $ 1,855,307.90 $ 2,198,122.85 Liabilities and Capital Current Liabilties Accounts Payable $ 7,011.00 $ 8,388.00 $ 8,388.00 Current Borrowing $ - $ - $ - Total Current Liabilities $ 7,011.00 $ 8,388.00 $ 8,388.00 Long Term Liabilities $1,457,622.60 $1,412,854.79 $1,365,561.72 PIC $ 75,000.00 $ 75,000.00 $ 75,000.00 R/E $ (107,622.60) $ 99,638.16 $ 489,746.18 Earnings $ 155,481.95 $ 334,426.96 $ 334,426.95 Total Capital Total Liabilities and Capital $ 1,512,492.95 $ 1,855,307.91 $ 2,198,122.85 M 9 p N N O N N N N N N ....... 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I f ° tag w IP r vw Ia t mi Aft aneop-m- xr -1A ch a IL��Ob ��,p mei�,i Oil rid Ar 14AWA 9 dvi A .7- ;I�l- 7 -npiT, OR a 1 . GENERAL CONTRACTOR 15 RESPONSIBLE FOR PROVIDING THE PROJECT SPECIFICATIONS AND FOR COORDINATING THESE DRAWINGS WITH THOSE SPECIFICATIONS AND PROVIDING ANY ADDITIONAL DETAILS REQUIRED FOR CONSTRUCTION. 2. WARRANTIES SHALL BE IN ACCORDANCE WITH STATE MINIMUM STANDARDS. REGISTERED BUILDER PROGRAMS AND/OR PRODUCT WARRANTIES TO BE PROVIDED BY PRODUCT MANUFACTURERS. LIABILITY AND WORKERS COMPENSATION CERTIFICATE OF INSURANCE WILL BE REQUIRED FROM ALL SUBCONTRACTORS. 3. GENERAL CONTRACTOR AND ALL SUBCONTRACTORS TO VERIFY AND COORDINATE ALL CONDITIONS AND DIMENSIONS PRIORTO WORK. G.C. TO CONTACT GOPHER ONE TO VERIFY LOCATIONS OF ALL UNDERGROUND ELECTRICAL, UTILITIES, SEWER, CABLE, GAS, ETC. PRIOR TO COMMENCING WORK. IMMEDIATELY REPORT AND/OR REVIEW ALL QUESTIONS, DISCREPANCIES AND CONDITIONS WITH THE OWNERIARCHITECT PRIOR TO PROCEEDING WITH WORK. 4. ALL CONSTRUCTION AND/OR MATERIALS AS INDICATED SHALL BE AT OR ABOVE INDUSTRY STANDARDS FOR SIMILAR RESIDENTIAL CONSTRUCTION. 5. ALL CONSTRUCTION WORK SHALL CONFORM TO ALL APPLICABLE CODES G. ALL SURVEY DATA, 501L DATA, MECHANICAL, ELECTRICAL, AND STRUCTURAL ENGINEERING OF SYSTEMS, 51ZE5 AND LAYOUTS (INCLUDING TRU55, FRAMING, AND GIRDER DESIGN) SHALL BE BY THE RESPECTIVE SUBCONTRACTOR AND/OR SUPPLIER OF THOSE SYSTEMS OR BY OTHER NECESSARY CONSULTANTS AND SHALL BE COORDINATED BY THE GENERAL CONTRACTOR. INFORMATION SHOWN IN REGARD TO THESE CONCERNS 15 ONLY DIAGRAMMATIC AND IS INTENDED TO PROVIDE AN INDICATION OF THE DESIGN INTENT ONLY. USE OF CONSULTANT DATA BY 5DC DOES NOT INFER OR ENDORSE THE ACCURACY OF THE DATA. EACH CONSTANT AND CONTRACTOR SHALL BE RESPONSIBLE FOR CORRECTNESS AND ACCURACY OF DATA SUPPLIED BY THE RESPECTIVE CONSULTANT AND/OR CONTRACTOR. 7. GENERAL CONTRACTOR SHALL COORDINATE AND 51TE THE BUILDING ON THE OWNERS LEGAL SURVEY. GENERAL CONTRACTOR TO NOTIFY OWNER/ARCHITECT/ENGINEER OF ANY DISCOVERED DISCREPANCIES PRIOR TO ANY SITE WORK, 8. GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR SHORING AND BRACING AND FOR ALL TEMPORARY FACILITIES E SERVICES, INCLUDING BUT NOT LIMITED TO POWER, WATER TELEPHONE, FAX, SANITATION FACILITIES AND FIRE FIGHTING EQUIPMENT. 9. THE CONTRACTOR SHALL BE RE5P0N51BLE FOR ALL REQUIRED EROSION CONTROL MEASURES AND ANY SPECIFIC ENVIRONMENTAL IMPACT ISSUES ARISING FROM CONSTRUCTION ON THE SITE. 10. THE CONTRACTOR SHALL MAINTAIN THE 51TE IN FIRST-CLASS CONDITION DURING THE PROJECT. ALL WASTE AND DEBRIS SHALL PROMPTLY BE REMOVED. CONSIDERATION SHALL BE GIVEN TO MATERIAL STORAGE ON THE SITE AND ITS IMPACT ON ADJOINING NEIGHBORS. 1 1. THE CONTRACTOR SHALL PROVIDE FINAL CLEANING OF ALL INTERIOR AND EXTERIOR SURFACES. ALL TRANSPARENT MATERIALS ARE TO BE LEFT IN A POLISHED CONDITION. REMOVE ALL LABELS THAT ARE NOT INTENDED TO REMAIN AS PERMANENT INSTRUCTION INFORMATION. 12. GENERAL CONTRACTOR SHALL PROVIDE INSTRUCTIONS TO THE OWNER PERTAINING TO OPERATION AND MAINTENANCE OF MECHANICAL AND ELECTRICAL EQUIPMENT. COMPILE AND FORWARD TO THE OWNER ALL MAINTENANCE AND OPERATIONS DATA AND WARRANTIES IN THE FORM OF A WELL - ORGANIZED OWNERS NOTEBOOK. 13.R00F TRU55 ENGINEERING AND DESIGN TO BE PROVIDED BY TRUSS SUPPLIER. TRU55 SUPPUER TO FIELD -VERIFY ALL EXISTING AND A5 -BUILT DIMENSIONS AND CONDITIONS PRIOR TO TPU55 FABRICATION. IN REMODEL PROJECTS, TRLJ55 SUPPLIER TO FIELD -VERIFY EXISTING ROOF PITCHES. HEEL HEIGHTS AND BEARING CONDITIONS PRIOR TO TRU55 FABRICATION. TRU55 SUPPLIER TO COORDINATE FINAL TRU55 SOLUTION WITH PROJECT STRUCTURAL ENGINEER. TRUSS SUPPUER TO COORDINATE TRU55 DESIGN WITH ENERGY HEEL REQUIREMENTS. 14.ALL WINDOW DESIGNATIONS ARE FOR GENERIC SIZES AND TYPES WINDOWS. GENERAL CONTRACTOR TO CONFIRM TEMPERED GLASS LOCATIONS, EGRE55 AND VENT WINDOW REQUIREMENTS, LITE PATTERNS, WINDOW SIZES, WINDOW OPERATION, JAMB SIZES, EXTENSION JAMBS, ETC. W/OWNER. G.C. TO FIELD -VERIFY EXISTING ROUGH OPENINGS PRIORTO REPLACEMENT WINDOW 51ZING E FABRICATION. ALL REPLACEMENT WINDOWS TO BE CUSTOM 51ZED AS LARGE A5 EXISTING ROUGH OPENINGS AND INSULATION REQUIREMENTS ALLOW. G.C. TO VERIFY WINDOW HEIGHTS AND SIZES WITH APPLICABLE CODES AND CODE OFFICIALS. 15. CABINET DRAWINGS SHOWN HERE ARE NOT CABINET SHOP DRAWINGS, BUT DEPICT DE51GN INTENT ONLY. CABINET MANUFACTURERTO COORDINATE FINAL CABINET DE51GN WITH AS -BUILT DIMENSIONS (FIELD -VER M, WITH FIELD CHANGES MADE DURING CONSTRUCTION, WITH FINAL MILLWORK PROFILES, WITH FINAL COUNTERTOP THICKNESS AND DESIGNS, AND WITH FINAL APPLIANCE AND FIXTURE SELECTIONS. CABINET MAKER TO VERIFY END PANEL DESIGNS AND CABINET CLEARANCES WITH OWNER PRIOR TO CABINET FABRICATION. CABINET MAKER TO MEET WITH OWNERS TO DISCUSS AND VERIFY ALL DRAWER AND CABINET DIVISIONS AND USES, INCLUDING PULLOUT LOCATIONS, SPICE PARTITION LOCATIONS, LAZY 5U5AN LOCATIONS, C05T RAMIFICATIONS, AND ANY OTHER SUGGESTIONS THE CABINET MAKER OR OWNER MAY HAVE FOR MAXIMIZING CABINETRY EFFICIENCY AND EASE OF USE. I G. SUBCONTRACTORS TO REFER TO APPROVED CABINET SHOP DRAWINGS PRIOR TO ROUGH FRAMING FOR CABINETS/BUILT-INS. REPORT ANY DISCREPANCIES TO G.C., OWNER AND CABINET MAKER PRIOR TO PROCEEDING WITH WORK. 17. GENERAL CONTRACTOR TO COORDINATE OWNERS, REVIEW AND APPROVAL OF SAMPLES OF ALL INTERIOR AND EXTERIOR FINISH MATERIALS, INCLUDING PROFILES, SIZES, SPECIES, MORTAR AND GROUT COLORS, JOINT SIZES, FINISHES AND COLORS PRIOR TO ORDERING OF SAME. SAMPLES SHALL BE PROVIDED ON-51TE HOMEOWNER DEEMS NECESSARY, AND IN SIZE LARGE ENOUGH TO SEE IN THE FINAL SPACE (E.G. 4'X4' WALL PAINT SAMPLES, AND STAINED AND FINISHED 3-BORD WOOD FLOOR SAMPLES). G.G. TO COORDINATE OWNERS' REVIEW AND APPROVAL OF FULL-51ZE MOCKUPS OF ALL INTERIOR AND EXTERIOR CASTINGS, TRIM, NEWELS, AND RAILINGS PRIORTO CONTRACTOR ORDERING OF SAME (ON 51TE WHEN OWNER DEEMS NECE55ARY). OWNER TO REVIEW AND APPROVE FULL-51ZE MOCKUPS OF ALL STONE ON SITE, INCLUDING SIZE E SPECIES, MORTAR JOINT SIZE, MORTAR COLOR STONE STACK, CAP SPECIES AND SIZE. STONE SAMPLES SHALL BE DISPLAYED ALONGSIDE RELEVANT INTER AND EXTERIOR FIN15H MATERIALS, AS REQUIRED FOR FINAL COLOR PALLET COORDINATION. G.C. SHALL COORDINATE OWNERS COUNTERTOP SELECTIONS, AND SHALL VERIFY THAT NATURAL STONE SLABS THAT OWNER SELECTS ARE PROPERLY STORED, AND USED IN THE FINAL PROJECT. 18. DIMENSIONS LOCATING EXTERIOR WALLS ARE TO THE EXTERIOR FACE OF FRAMING AND/OR FACE OF FOUNDATION WALLS, UNLESS NOTED OTHERWISE. DIMENSIONS LOCATING INTERIOR WALLS ARE TO CENTERLINE OF STUD, UNLESS NOTED OTHERWISE. DIMENSIONS LOCATING DOORS AND WINDOWS ARE TO CENTERUNE OF OPENING, UNLESS NOTED OTHERWISE. 19. ALL EXTERIOR WALLS SHALL BE 2xG AS PER BUILDING SECTIONS, U.N.O. ALL BEARING WALLS, PLUMBING WALLS, AND WALLS WITH POCKET DOORS TO BE 2xG CONSTRUCTION, U.N.O. ALL OTHER WALLS TO BE 2x4 CONSTRUCTION TO THICKNESS SHOWN ON ARCHITECTURAL AND STRUCTURAL DRAWINGS, U.N.O. HEADERS SHALL 51ZED PER STRUCTURAL PLANS, OR COORDINATED WITH STRUCTURAL ENGINEER. 20. SITE PLAN AND RELATED INFORMATION PROVIDED BY SURVEYOR 15 USED HERE TO SHOW DESIGN INTENT ONLY. VERIFY ALL CONDITIONS AND DIMENSIONS W/5URVEY0R. 21. CONTRACTOR TO VERIFY ACOUSTIC INSULATION LOCATIONS W/OWNER PRIOR TO VAPOR BARRIER E DRYWALL INSTALLATION. ACOUSTIC C0N51DEPATI0N TO BE GIVEN TO HVAC DUCT LAYOUTS AND PLUMBING LOCATIONS, AND ACOUSTIC DAMPENING TO BE PROVIDED TO HVAC SYSTEM AND PLUMBING WASTE STACKS AS REQUIRED TO MINIMIZE SOUND TRANSMISSION. 22. PLUMBING ROUGH -IN DIMENSIONS ARE PROVIDED FOR REFERENCE ONLY. ALL PLUMBING DIMENSIONS ARE TO BE COORDINATED BY THE GENERAL CONTRACTOR WITH SPECIFIC FIXTURE SELECTIONS AND FINAL CABINET DESIGN. ALL FLOOR DRAINS CONNECTED TO SANITARY SEWER TO HAVE BACK-FLOW PREVENTERS INSTALLED. 23. MECHANICAL EQUIPMENT E CONTROL LOCATIONS TO BE VERIFIED WITH OWNER PRIOR TO INSTALLATION - SEE DRAWINGS FOR PROPOSED LOCATIONS. MAKEUP AIR TO BE PROVIDED AS PER I.B.C. AND ANY OTHER APPLICABLE CODES. SUPPLY AND RETURN REGISTER COVERS TO BE APPROVED BY OWNER- A55UME FLUSH WOOD VENTS TO MATCH WOOD FLOOR SPECIES E FINISH FOR BID. WHERE AFFECTED BY MECHANICAL DUCTS AND EQUIPMENT, CEILING HEIGHTS AND SOFFIT SIZES AND LOCATIONS TO BE APPROVED BY OWNER PRIOR TO INSTALLATION OF HVAC DUCTS AND EQUIPMENT. 12'X8' TRASH ENCLOSURE - P05T E LP CEDAR SHAKES PANELS W1 VIAL GATES PT. TO MATCH BUILDING SIGNAGE - SEE ELEVATIONS FOR DETAILS SAVE E PROTECT EXISTING TREE PLAN NORTH TSE NDRTh 2p ABOVE O.H. OVERHEAD NC y r r J ALT ALTERNATE PL T AP ACCESS PANEL O PRE55URE TREATED AN AUDIQNISUAL / QUANTITY B.I. BUILT-IN RCP SCALE b b b O M 0 NOTE: INFORMATION IN ARCHITECTURAL 51TE PLAN 15 FOR ARCHITECTURAL COORDINATION ONLY AND BASED ON SURVEY PROVIDED BY JAMES HILL, INC. ALL INFORMATION ON THIS PLAN SHALL BE VERIFIED WITH DRAWINGS AND INFORMATION FROM JAMES HILL INC. 1 11 = 301-011 ABV ABOVE O.H. OVERHEAD NC AIR CONDITIONING OPT OPTION/OPTIONAL ALT ALTERNATE PL PLATE AP ACCESS PANEL P.T. PRE55URE TREATED AN AUDIQNISUAL QTY QUANTITY B.I. BUILT-IN RCP REFLECTED CEILING PLAN B.N. BULL -NOSED REF. REFRIGERATOR BO BY OWNER R.I. ROUGH IN CAB. CABINET R. 0. ROUGH OPENING OF CAST IN PLACE 5 SINK CLG. CEILING S.D.C. SHARRATT DESIGN COMPANY CLR. CLEAR SHEV. SHELVING CL CENTERLINE S.T. STONE TILE CNTR. COUNTERTOP STRU. STRUCTURAL CO CASED OPENING TBD TO BE DETERMINED C.O.S. CLOSET ORGANIZATION SYSTEM TBS TO BE SELECTED BY OWNER COL. COLUMN TEG TONGUE -AND -GROOVE CONC. CONCRETE TH. THRESHOLD CPT. CARPET TMP TEMPERED C.T. CERAMIC TILE T.O. TOP OF D CLOTHES DRYER TRTD TREATED(WEATHER)VATER) DBL. DOUBLE TV TELEVISION DET DETAIL TYP. TYPICAL DN. DOWN U.C. UNDER COUNTER DR DOOR U.G. UNDERGROUND D5 GARBAGE DISPOSAL U.N.O. UNLESS NOTED OTHERWISE D.W. DISHWASHER W. WIDE ELEC. ELECTRIC W/ WASHING MACHINE EXIST. EXISTING W.C. WITH F FIXED WD. WATERCL05ET FE FINISHED END WDW. WOOD FP FROST PROOF W.R.C. WINDOW FURN FURNITURE WESTERN RED CEDAR GYP. BD. GYPSUM BOARD G.C. GENERAL CONTRACTOR GL. GLA55 GYP. GYPSUM BOARD (DRYWALL) H. HIGH I.B.C. INTERNATIONAL BUILDING CODE L.N.O. LE55 NOTED OTHERWISE M. MASTER MET METAL NOM NOMINAL SAVE T, PROTECT EXISTING TREES IN 'SHADED AREAS SEE CIVIL FOP TREE SCHEDULE. y (( r r \ SEE CIVIL FOR �) MAIN LEV, L BUILDING AND GRADE ELEVATIONS 1 DEMO EXISTING BUILDINGS, WALKS DRIVEWAYS ` \ RECF55ED UGHTS L� LOWER LEVEL <� a Lvv �<I,yFO rT v � v yYY-N IN SOFFITS - TYP j _ --- PAR�N�'G SPPLE \\r< DRIVEWAY -,SEE CIVIL 1 e 2q V'M 11 i 1 O- I,- 011 Q ' n 3 J I I It r � DOWN LIGHTING P05T AMP W/ COVERED LAMP NEW 51DEWALK AROUND EXIST. GAS LINE VALVE — srAce.l UNDERGROUND SEE CIVIL FOR LI PARKING zO N PAMNG PAA9NG Y� 2; to z O Y N OU 24 2554 y3y� Qd CIVIL FOR TREE - �S�ff� a� aN 6 n1 � N 09 -OG -12 �!Vtel X IN SOFFITS - TYP j _ --- PAR�N�'G SPPLE \\r< DRIVEWAY -,SEE CIVIL 1 e 2q V'M 11 i 1 O- I,- 011 Q ' n 3 J I I It r � DOWN LIGHTING P05T AMP W/ COVERED LAMP NEW 51DEWALK AROUND EXIST. GAS LINE VALVE — V � v SAVE 8 PROTECT EXISTING TREES IN - vv srAce.l UNDERGROUND SEE CIVIL FOR LI PARKING zO N PAMNG PAA9NG yrj N m¢ SPACE R9 I SPACE f 10 to z O Y N OU V � v SAVE 8 PROTECT EXISTING TREES IN - vv �L U U H z U SEE CIVIL FOR LI ILJ Q w zO N SHADED AREAS SEE r.r yrj N m¢ o w to z O Y N OU BUILDING AND 08-30-12 CIVIL FOR TREE - GRADE ELEVATIONS SCHEDULE. � r 09 -OG -12 �!Vtel X `001 09-11-12 X v v Y/ 09-25-12 X v/ r 09-27-12 X yJ DRIVEWAY - SEE CIVIL X X REVISED SITE PLAN SAVE E PROTECT 4 / EXISTING TREES IN SHADED AREAS SEE > ae0� Jj CIVIL FOR TREE SCHEDULE. > i Quo RSep eqc� / i < --' sr'�TF oil . �O g/ QA,. CITY OFCHANHASSEA RECEIVED OCT r :,4 CHANHASSEN PLANNING DEPT BUILDING TYPE - 55 OCCUPANCIES 25 STAFF 10 FIRE SPRINKLER SYSTEM TYPE - 13 PARKING SPACES OCCUPANCIES 25 UNITES U3 PARKING PER UNIT = 8.25 PARKING SPACES 10 STAFF PERSONS ' PARKING SPACE PER 2 UNITS = 5 PARKING SPACES NOTE - PARKING FOR LOWER LEVEL OFFICE E STORAGE INCLUDE IN STAFF PARKING. PROPOSED BUILDING AREA 0.3G ACRES - SEE CIVIL FOR HARDCOVER CALCULATIONS. .S es company 4G4 SECOND STREET PHONE: 952-470-9750 SUITE 100 Info@5harrattde5lgn.com EXCELSIOR, MN. 55331 SHEET INDEX A I - TITLE PAGE 51TE PLAN A2 - PROPOSED MAIN LEVEL PLAN A3 - PR0P05ED LOWER LEVEL PLAN A4 - ROOF PLAN A5 - PROPOSED ELEVATIONS AG - PR0P05ED ELEVATIONS CITY OP CFIANHASSEN RECEIVED OCT 0 9 2012 69AWARP PLANNING DEPT PROJECT TEAM ARCHITECT CONTACT: MIKE SHARRATT STRUCTURAL ENGINEER AM STRUCTURAL ENGINEERING CONTACT: DAVE WAGNER, 1 12 EAST MAPLE STREET RIVER FALLS, WI 54022 PHONE 715 42G 4930 GENERAL CONTRACTOR PARENT CUSTOM HOMES, LLC. CONTACT: BROOK PARENT 3919 COON RAPIDS BLVD NW. COON RAPIDS, MN 55433 PHONE 7G3 421 5559 CIVIL ENGINEER JAMES R. HILL INC. CONTACT: JOEL COOPER 2500 W. COUNTY ROAD 42, SUITE 120 6URN5VILLE, MN 55337 PHONE 952 890 6044 155UED FOR ISSUE DATE �L U U H z U O Z ILJ Q w zO N H tu 0- yrj N m¢ o w to z O Y N OU cn > > V 08-30-12 X 09 -OG -12 PE155UEDA4W/ DOWNSPOUT LOCATIONS X 09-11-12 X 09-25-12 X X 09-27-12 X 10-09-12 X X REVISED SITE PLAN PROPOSED NEW CONSTRUCTION OF: BEEHIVE HOMES 6330 HAZELTINE BLVD CHANHA55EN, MN 55331 SHEET Al NUMBER TEG& NOTICE: THESE DOCUMENTS SHALL NOT BE REPRODUCED OR REDISTWBUTED WITHOUT O"ES5E0 WRITTEN OONSENi OF SHARK DESIGN { COMPANY, LLL 000PYRIGIR 2012 SHARRATT DE51GN t COMPANY, l Ploun A 39'- 4 1/4' 19'- 1 1 3/4' j 27'1- 0' 104D 104(luKin 1041 13'-0' $_ . ' 13,T- I 13-0 �111O 6"�O O N '-moi1 SUN ROOMN L 104 I CPT. I O _______ 104 1 1041 I I I I 210'-8" 124'- 4' I I I I I I I I I I I I I 13'-3' 13'-O' 13'-0' 13'-0" 13'-0' 13'-0' 13'-0" 13'-0' 13'-0' 7--l' i I I I 129 127A 12 -A I25A1 124 __ ______________________________ FICTIVE ATNF AGT!VE ACTIVE A.'TIVR nvE L_ __________________________________________---_-__-_-__ __------_--, OL-- __--_- ._.... IX^D ...e - ' i 132 I3IA; 130A SUITE # 8 F \ - ___� I23A; I22A: 121A 120A 119A m I E . ; I DIRECT VENT GAS FIREPIAC i �, / �`�' _. SUITE # 15 _ E -- ..... ! - I I TOWN E COUNTRYTC42 GA� SUITE #1-6 Com• FIREPLACE. / 15--i ; �, 1 5 -ITE # 17 I z6A ICDA ' �� c rA �� SUITE # 13 5 ITE # 1 2 SUITE # I I UITE #I 0 I DIRECT VENT UITE # 1 9 -- I I 5 130A i' r I ,3 5T¢NE, - I, --_._---- 123A -:.. .- -.I 22A 121A ---- -_ - _-. 120A - I I 1 SUITE # I 'b CPT. '_ -. - �' t- _� �!- ' - - BATH #sl4 ITE # SUITE #2 _ ,., CPT. !, CPr. CPT. cPr. SU, eA 9 1 32A ` 3 A BATH # I I ;_...... - ;.— � - ! BATH # I BATH # I 124 cPr Tco CPT. 1298 I z— �t - - _-_ �' 2 ATH # 1 7 1268 1258 SU E 14 _ CPT. Ci. FLU5tj'ONE'� L1VIN .,/ �_� I �'. CT. CT. IBATH #2 BATH #2b BATHQ#519 N :T PIECEINATURAL — i y N 1278 1 BATH # 113 - - $ATH # 1 2 BATH # 1 11 13ATH # 10 BAT # + _ _ _ _ _ T -� %-' - n Ci. N N 1238 - �- 1225 1218 - - 1208 H 1235 Ci. - I CUT STONE \ ` . / �.._� N _ - N_ - Cu Ci. _ CT. v - Ci. 1198 9 N 1 Cf. U -+.- "'_ U - _ I I-*t€ARTti. +i !�--�- ll- '�' #� - Tcno,ITE r -{STUHT -I BASE CAB* 12"d UPPER H _ - — L U !s _ - Th m _- rBin I (ICASE. -"C r t` O In < m 5 I O N Y I UT -1 Y 1 I N N Y I �i UYYO 1 N 5M T-I N N _ _ _ _ UT_ II I LPII`QU _m _ _ — _ _ N m an L _ o4IN 1 QI 'v J —1 L_ N N N O I I _ O I M -�- -- 6'-4 C O 138 1 /- 4'-6' sw O E _ N ONO - - F : ' it • k. 5UITE #22 • I ^'F�I Wro 11>gll�' - -• -_, _:— --�� _ � - �11 �; , a.. �? �� X11 .� :. ■,�� • - _ —_ - _ .� c�).1'I .mac: ;�� L ill �}, I .,,.-�. ,rte [� � �1, l� '/. ►-�1 1._ � ._9 • 9WIITH HPI9U ,. 1 IIIgLLl11'111L1q_ �1� fj �J: . r -- 35 ' •107 •.: • -- 105 5UIT ITE #G IIIA /CPTCT.• •I JOA PER50N SUIT IL CFT. CPT. 51JITE #24 135A 13GB•. .�• • -- CPT.r I STONEDPJVEWAYTO OVEKHf AD DOOR -•"• nl u O ICI ��I�I C:II li_ 17 jl� 11 1 --------------- L11 I U8 I 28' - 8 1/48 L ----- 4' - Or - 6' - O<- - -6' - 0' - -4'-0 - ------ - - - - J 22'- 8 1 /4' 131-00 13'- 6' 14'- 6' 14'- 6' 14'- 6" 7'- 5 3/4' I 2G'- 8' 4G- 2' I I 52'- 2' 1 26-9 1/4' 29'- 2 3/4" A B C D PROPOSED MAIN I LEVEL PLAN 1 /811 - 11-011 21'- 10' 1 5' - 10" harra cies company 464 SECOND 5TREET PHONE: 952-470-9750 SUITE 100 Into@5harrattde5lc3n.COM EXCELSIOR, MN. 55331 SHEET INDEX A I -TITLE PAGE SITE PLAN A2 - PROPOSED MAIN LEVEL PLAN A3 - PROPOSED LOWER LEVEL PLAN A4 - ROOF PLAN A5 - PROPOSED ELEVATIONS AG - PROPOSED ELEVATIONS PROJECT TEAM ARCHITECT CONTACT: MIKE 5HARRATT STRUCTURAL ENGINEER AM STRUCTURAL ENGINEERING CONTACT: DAVE WAGNER 1 12 EAST MAPLE STREET RIVER FALL5, WI 54022 PHONE 715 42G 4930 GENERAL CONTRACTOR PARENT CUSTOM HOME5, LLC. CONTACT: BROOK PARENT 3919 COON RAPID5 BLVD NW. COON RAPID5, MN 55433 PHONE 763 421 5559 CIVIL ENGINEER JAMES R. HILL INC. CONTACT: JOEL COOPER 2500 W. COUNTY ROAD 42, SUITE 120 BURN5VILLE, MN 55337 PHONE 952 890 6044 ISSUED FOR 155UE DATE 1L U ULu F- z U C9 Z LU Q w Z O N FF N 0¢ L N O N OU N I�jB..J� U 05-30-1 2 X 09-06-1 2 REISSUED A4 W/ DOWN5POUT LOCATIONS X 09-11-12 X 09-25-12 X x 09-27-12 x 10-09-12 x x REVI5ED 517E PLAN PROP05ED NEW CONSTRUCTION OF: F'EEHIVE HOMES 6330 HAZELTINE BLVD CHANHA55EN, MN 55331 SHEET A2 NUMBER U=Gu Nonce: THESE DOCUMENTS 5HALL NOT BE REPRODUCED OR REDI5TRIBUTED WITHOUT EXPRESSED WRIMN CONSENT OF 5HARRATT DESIGN t GOMPPNY, UL 112012 SHARRATT DESIGN t COMPANY. LLC PROPOSED - BACK PROP05ED LOWER LEVEL PLAN 1/5 11 = 1 I-OII sharra C14 Quop c o m p a n y 4G4 SECOND STREET PHONE: 952-470-9750 SUITE 100 info@5harrattde51gn.com EXCELSIOR. MN. 55331 SHEET INDEX A I - TITLE PAGE 51TE PLAN A2 - PROPOSED MAIN LEVEL PLAN A3 - PROP05ED LOWER LEVEL PLAN A4 - ROOF PLAN A5 - PROP05ED ELEVATIONS AG - PROPOSED ELEVATIONS PROJECT TEAM ARCHITECT 2 CONTACT: MIKE 5HARRATT STRUCTURAL ENGINEER AM STRUCTURAL ENGINEERING CONTACT: DAVE WAGNER Lu 1 12 EAST MAPLE STREET o RIVER FALLS, WI 54022 o PHONE 715 42G 4930 af aFrz AS GENERAL CONTRACTOR 4 PARENT CUSTOM HOME5, LLC. CONTACT: BROOK PARENT NG s 3919 COON RAPIDS BLVD NW. ABV. COON RAPIDS, MN 55433 5 PHONE 7G3 42 1 5559 6 CIVIL ENGINEER JAMES R. HILL INC. CONTACT: JOEL COOPER 2500 W. COUNTY ROAD 42, SUITE 120 BURN5VILLE, MN 55337 PHONE 952 890 6044 155UED FOR DATE 05-30-12 09-0G- 12 NEI M no OMNI MENEM soon SEMI mommoommom MENEM ONEEN MENEM NEON MEMENEEMENE PROPOSED NEW CON5TRUCTION OF: BEEN I VE HOMES 6330 HAZELTINE BLVD CHANHA55EN, MN 55331 SHEET A3 NUMBER ecu Noncr THESE DOCDMEM SHALL NOT REPRODUCED OR REDISTRIBUTED WITHOUT EXPRESSED WRITTEN CONSENT OF SHAARATf DESIGN 4 COMPANY, LLC OCOP GHT 20) 2 SHA TT DESIGN 4 COMPANY. LIL pI oun C F PLAN 1/8 11 /811 = 1 1-011 sha +rra leig I company 4G4 SECOND 5TREET PHONE: 952-470-9750 5UITE 100 Info@5harrattde5ign.com EXCELSIOR, MN. 55331 SHEET INDEX A I -TITLE PAGE 51TE PLAN A2 - PROPOSED MAIN LEVEL PLAN A3 - PROPOSED LOWER LEVEL PLAN A4 - ROOF PLAN A5 - PPOP05ED ELEVATIONS AG - PPOP05ED ELEVATIONS PROJECT TEAM ARCHITECT CONTACT: MIKE 511ARRATT STRUCTURAL ENGINEER AM 5TRUCTURAL ENGINEERING CONTACT: DAVE WAGNER 1 12 EAST MAPLE STREET RIVER FALLS, WI 54022 PHONE 715 42G 4930 GENERAL CONTRACTOR PARENT CUSTOM HOMES, LLC. CONTACT: BROOK PARENT 3919 COON RAPIDS BLVD NW. COON RAPIDS, MN 55433 PHONE 7G3 421 5559 CIVIL ENGINEER JAMES R. HILL INC. CONTACT: JOEL COOPER 2500 W. COUNTY ROAD 42, SUITE 120 15URN5VILLE, MN 55337 PHONE 952 890 6044 ISSUED FOR PROPOSED NEW CONSTRUCTION Of: BEEHIVE HOMES 6330 HAZELTINE BLVD CHANHA55EN, MN 55331 SHEET A4 NUMBER THESE DOCUMEMSNOT BE REPRODUCED OR REDISTRIBUTED WITHOUT IXPRESSED WRfITEN C CONSENT OF SHARRATT DESIGN t COMPMIY. LLL OCOPFRIGHT 2012 SHAR TT DESIGN 4 COMPANY, LLL Plop D NIEMEN 1 00 ��ESEEM MMMI wmommilmoommo EMEEMNENEENEN PROPOSED NEW CONSTRUCTION Of: BEEHIVE HOMES 6330 HAZELTINE BLVD CHANHA55EN, MN 55331 SHEET A4 NUMBER THESE DOCUMEMSNOT BE REPRODUCED OR REDISTRIBUTED WITHOUT IXPRESSED WRfITEN C CONSENT OF SHARRATT DESIGN t COMPMIY. LLL OCOPFRIGHT 2012 SHAR TT DESIGN 4 COMPANY, LLL Plop D 12 12 1 � N 10 D a 'o D a I 14 G 12X CEDAR BRACKET 4'-0' TALL W/ SLOPED TOP 4 PREFIN15HED METAL FLASHING VAULTED CEILING @ LIVING ROOM COPPER WDW PAN ARCHED PREFIN15HED METAL ROOF CONTU5E RIDGE VENT COBRA OR 51M — � I I 10 12 16 1 I I clesi company '"'r' 4G4 SECOND 5TREET PHONE: 952-470-9750 SUITE 100 info@5harrattde5lgn.com EXCEL510R, MN. 55331 5HEET INDEX A I -TITLE PAGE 517E PLAN A2 - PROP05ED MAIN LEVEL PLAN A3 - PROP05ED LOWER LEVEL PLAN 12 t2 12 A4 - ROOF PLAN 12 A5 - PROPOSED ELEVATIONS 16 1610 10 12 AG - PROPOSED ELEVATIONS + al �10 # rl I PROP05ED - FRONT 1 /811= I1-011 COPPERY ARCHED PRE' MET DRIVEWA LOWER L PAR 8 7 I -EXI ErJL)K FIINIDTIED 5HINGLE5 - HEAVY TEXTURED 40 -YEAR A5PHALT 5HINGLE5 4 COBRA CONTU5E RIDGE VENTING 5Y5TEM. 51DING: TYPE- I - LP CEDAR 5HAKF5 (AT MAINE BODY OF BUILDING). TYPE -2 - BOARD ON BOARD APPEARANCE - 414X 10 LP 5MART TRIM INSTALLED VERTICAL W/ 3' SPACING ON LP 5MART PANEL 51DING (NO GROVE5) (AT GABLES 4 CHIMNEY). STONE - LIME5TONE CHILTON BLEND (AT ENTRY). 50FFIT5 - LP 5MART 5OFFIT W/ VENTILATION CEDAR GRAIN TEXTURE. FASCIA - @ GABLE5 4/4X4 ON 5/4X 10 LP SMART TRIM CEDAR GRAIN TEXTURE. @ EAVES 5/0 10 IP SMART TRIM CEDAR GRAIN TEXTURE W/ PPEFIN15HED GUTTERS. FREEZE - 2'X2' CAP W/ 1-5/8' CAMPER ON 5/4X 10 LP 5MART TRIM CEDAR GRAIN TEXTURE. CORNER TRIM - 414X5-1121 LP 5MART TRIM CEDAR GRAIN TEXTURE. ( MATCH DEPTH OF WDW 4 DOOR JAMB TRIM) BOXED COWMN5 4 BEAM5 - LP 5MART TRIM CEDAR GRAIN TEXTURE. COLUMN5 12'X 12' CAPS - 2'X2' CAP W/ 1-5/8' CAMPER 4 SLOPED TOP ON 5/4XG (51M. TO FREEZE). BA5E - 5/4XG W/5LOPED TOP. WINDOWS 4 DOORS - MARVIN OR ANDERSON T.5.5. - ALL WINDOW IN BEDROOM SHALL MEET EGRE55. 5.D.L. - A5 5HOWN IN ELEVATION5. EXTERIOR WINDOW 4 DOOR TRIM - ALL TRIM5 LP SMART TRIM CEDAR GRAIN TEXTURE A5 5HOWN IN EXTERIOR ELEVATION5. HEAD TRIM - OX2' CAP W/ 1-5/8' CAMPER 4 SLOPED TOP ON 5/4X8 (51M. TO FREEZE). JAMB TRIM - 4/4XG. (MATCH DEPTH OF CORNER TRIM) SILL - 5/4X3 5LANTED W/ DRIP EDGE. APRON - 5/4X8. 2 PROP05ED - RIGHT 1 /811= I1-011 CONTU5E RIDGE VENT COBRA OR 51M 12X CEDAR BRACKET 4'-0' TALL W1 SLOPED TOP 4 PREFIN15HED METAL FLASHING VAULTED CEILING @ LIVING ROOM &'X8' KALWALL 5KYUGHT W/ 27.25DEG. 5LOPE (5TOCK UNIT) PREFIN15HED METAL CURB @ 5KYLIGHT EPDM 4 TAPERED FOAM ROOF 5Y5TEM TRIM BAND - 5X4 LP SMART TRIM CEDAR GRAIN TEXTURE 5CUPPER5 4 DOWN SPOUTS ROOF BEARING /1 10'- 1 1 /81 /8" MAIN LEVEL T.O.SU_ B,_� o" V MAIN LEVEL BEARING @ PRE -CAST n LOWER LEVEL T.O. \ SLAB. -10'-0" 5TRUCTURAL ENGINEER AM STRUCTURAL ENGINEERING CONTACT: DAVE WAGNER 1 12 EAST MAPLE STREET RIVER FALLS, WI 54022 PHONE 715 42G 4930 GENERAL CONTRACTOR PARENT CUSTOM HOMES, LLC. CONTACT: BROOK PARENT 3919 COON RAPID5 BLVD NW. COON RAPID5, MN 55433 PHONE 7G3 421 5559 CIVIL ENGINEER JAME5 R. HILL INC. CONTACT: JOEL COOPER 2500 W. COUNTY ROAD 42, SUITE 120 5URN5V(LLE, MN 55337 PHONE 952 890 6044 ISSUED FOR PROP05ED NEW CONSTRUCTION OF: BEEHIVE HOMES 6330 HAZELTINE BLVD CHANHA55EN, MN 55331 SHEET A5 NUMBER LEGAL NOTICE, THESE DOCUMENTS SHALL NOT BE REPRODUCED OR REDI5TRIBUMD Wn11 E%PRE55ED WRITTEN CONSENT Or SHARRATT DGSIGN 4 COMPANY, LIC OCOPYRIGHT 2012 5HARRATT DESIGN 4 COMPANY. LLC Plan E MEMO No 0131=0MI MONSOON SEMI ME IS MISSION MEMO MENNEN mommommommm PROP05ED NEW CONSTRUCTION OF: BEEHIVE HOMES 6330 HAZELTINE BLVD CHANHA55EN, MN 55331 SHEET A5 NUMBER LEGAL NOTICE, THESE DOCUMENTS SHALL NOT BE REPRODUCED OR REDI5TRIBUMD Wn11 E%PRE55ED WRITTEN CONSENT Or SHARRATT DGSIGN 4 COMPANY, LIC OCOPYRIGHT 2012 5HARRATT DESIGN 4 COMPANY. LLC Plan E III PROPOSED - 1 /811 = 11-011 CONTU5E RIDGE VENT COBRA OR 51M 12X CEDAR BRACKET WAY TALL W1 SLOPED TOP 4 PUFIN15HED METAL FLA5HING VAULTED CEILING @ LIVING ROOM 8'X& KALWALL 5KYUGHT W/ 27.25DEG. SLOPE (STOCK UNIT) PKEFIN15HED METAL CURB @ 5KYUGHT EPDM 6 TAPERED FOAM ROOF 5Y5TEM TRIM BAND - 5X4 LP SMART TRIM CEDAR GRAIN TEXTURE 5CUPPER5 E DOWN SPOUTS rh ROOF BEARING MAIN LEVEL CD T.O.SUB. _ MAIN LEVEL BEARING @ 3 0 PRE -CAST g LOWER LEVEL T.O. J --'SLAB. \J -1 a' -a, 45 6 I I I I I I I I I I CRICKET 72 I COPPER WDW PAN I 1 12I I Qa I I I o 4 1Z METALDROOF INISHED 4 12 ? 12 \, IIIb . JI= 1 1-011 I CVJ /QIP ROOF BEARING AL 10'- 1 1/8" �-I A a MAIN LEVEL T.O.SU B. 0."1 — 0VV MAIN LEVEL = BEARING g PRE -CAST o LOWER LEVEL T.O. g SLAB. -10'-0" sharra C14es company 4G4 SECOND STREET PHONE: 952-470-9750 SUITE 100 info@5harrattcle5it3n.com EXCELSIOR, MN. 55331 SHEET INDEX A I - TITLE PAGE 51TE PLAN A2 - PROPOSED MAIN LEVEL PLAN A3 - PROP05ED LOWER LEVEL PLAN A4 - ROOF PLAN A5 - PPOP05ED ELEVATIONS AG - PPOP05ED ELEVATIONS PROJECT TEAM ARCHITECT CONTACT: MIKE 5HARRATT STRUCTURAL ENGINEER AM STRUCTURAL ENGINEERING CONTACT: DAVE WAGNER 1 12 EAST MAPLE STREET RIVER FALL5, WI 54022 PHONE 715 42G 4930 GENERAL CONTRACTOR PARENT CUSTOM HOME5, LLC. CONTACT: BROOK PARENT 3919 COON RAPID5 BLVD NW. COON RAPIDS, MN 55433 PHONE 7G3 421 5559 CIVIL ENGINEER JAMES R. HILL INC. CONTACT: JOEL COOPER 2500 W. COUNTY ROAD 42, SUITE 120 BURN5VILLE, MN 55337 PHONE 952 890 6044 ISSUED FOR ISSUE DATE U U z U w Lr) m w Q N O N OU (Jo U 08-30-12 X 09 -OG -1 2 REISSUED A4 W/ DOWNSPOUT LOCATIONS X 09-11-12 X 09-25-12 X X 09-27-12 X 10-09-12 X X REVISED 51TE PLAN PROPOSED NEW CONSTRUCTION OF: BEEHIVE HOMES 6330 HAZELTINE BLVD CHANHA55EN, MN 55331 SHEET A6 NUMBER LrC& NO f: TNFSE DOCUMENTS SMALL NOT M REPRODUCED OR REDISTRIDUTED W OU EXPRESSED WRRIEN CONSENT OF SNARRATT DESIGN 4 COMPANY, LLC QCOFMGNT 2012 SNARRATT DESIGN 4 COMPANY, tJr S.9d^r(pga Aodorny:Ave `c c 7 U d Parkit s r Gamin to m r� r a. SITE m r a' e < p 'edr» c LOCATION MAP NOT TO SCALE 5 [>Ti nor- i�-�n^^Inln EXISTING . ms DEXISTING `e ASPHALT SURFACE N EXISTING CONCRETE SURFACE >—> EXISTING GRAVEL SURFACE ... EXISTING TREES -roti irn;l EXISTING '� _— ----- -_--- -- -0 CURB Aodorny:Ave `c c 7 U d Parkit s r Gamin to m r� r a. SITE m r a' e < p 'edr» c LOCATION MAP NOT TO SCALE 5 [>Ti nor- i�-�n^^Inln EXISTING BUILDINGS DEXISTING `e ASPHALT SURFACE N EXISTING CONCRETE SURFACE >—> EXISTING GRAVEL SURFACE -OHP— OHP EXISTING TREES -roti irn;l EXISTING '� _— ----- -_--- -- -0 CURB Aodorny:Ave `c c 7 U d Parkit s r Gamin to m r� r a. SITE m r a' e < p 'edr» c LOCATION MAP NOT TO SCALE -------1000--------- EXISTING CONTOUR LEGEND [>Ti nor- i�-�n^^Inln EXISTING BUILDINGS DEXISTING ASPHALT SURFACE cn EXISTING CONCRETE SURFACE >—> EXISTING GRAVEL SURFACE -OHP— OHP EXISTING TREES EXISTING SOIL BORING _— ----- -_--- -- -- -___= EXISTING CURB -------1000--------- EXISTING CONTOUR BEEHIVE HOME CHANHASSEN, MINNESOTA FINAL SITE PLAN EXHIBITS FOR ENCORE SENIOR HOME CARE 350 HIGHWAY 7, SUITE 233, EXCELSIOR, MN 55331 PHONE: (952) 426-1371 FAX: (952) 405-6671 BENCHMARK TOP OF IRON PIPE AT SOUTHWEST CORNER OF SAID OUTLOT B. ELEV. = 1007.80 FEET I I [>Ti nor- i�-�n^^Inln II EXISTING WATERMAIN EXISTING SANITARY SEWER cn W ^L.V vK I >—> EXISTING STORM SEWER z -OHP— OHP EXISTING OVERHEAD POWER is LINE/POWER POLES hO�1 W m' PROPOSED CONCRETE CURB N EROSION & SEDIMENT CONTROL PLAN CIS ° Em m y d `" z z PROPOSED CONCRETE SURFACE I 900.0 FFE FINISHED FLOOR ELEVATION - 1000 PROPOSED CONTOUR CO = PROPOSED STORM SEWER L O a D V Z M V II PROPOSED WATERMAIN 00 —�� PROPOSED SANITARY SEWER z mCkf N r n PAVING & DIMENSIONING PLAN C10 PROPOSED SEED & MnDOT CATEGORY 3 DJ W EROSION CONTROL BLANKET Z) 2 0 z PROPOSED TEMPORARY ROCK Z = CONSTRUCTION ENTRANCE Z3t� PROPOSED SILT FENCE n Z=� PROPOSED SILT FENCE A (.-� PROPOSED WIMCO 10 BEEHIVE HOME CHANHASSEN, MINNESOTA FINAL SITE PLAN EXHIBITS FOR ENCORE SENIOR HOME CARE 350 HIGHWAY 7, SUITE 233, EXCELSIOR, MN 55331 PHONE: (952) 426-1371 FAX: (952) 405-6671 BENCHMARK TOP OF IRON PIPE AT SOUTHWEST CORNER OF SAID OUTLOT B. ELEV. = 1007.80 FEET Y � O tea\ �\. � rr..�....,.._.. r✓--�-..t�'I W Q oC) , o --- Q-- PROJECT CONTACTS PROJECT ENGINEER DEVELOPER: CITY CONTACT: NPDES OFFICER: mil I I [>Ti nor- i�-�n^^Inln —L -VL -IN F VI.1 I L/IViL � cn W ^L.V vK I � o z { is `a Y � O tea\ �\. � rr..�....,.._.. r✓--�-..t�'I W Q oC) , o --- Q-- PROJECT CONTACTS PROJECT ENGINEER DEVELOPER: CITY CONTACT: NPDES OFFICER: mil INDEX TITLE SHEET Cl V 0 °_y � cn W � o z EROSION & SEDIMENT CONTROL DETAILS C5 I N y`o ° c° o d ° a� v ao ? C Of hO�1 W m' w N EROSION & SEDIMENT CONTROL PLAN CIS ° Em m y d `" z z x I u o a 5 w N - FINAL GRADING & DRAINAGE PLAN C7 0 0 NJ 0 0' CO Baa I FINAL TREE PRESERVATION PLAN C8—A Nk Qom, TN N as pL n O a x= Z M Z \ S 00 P E+ Cn z mCkf N n PAVING & DIMENSIONING PLAN C10 v p DETAIL SHEET C11 W U 2 0 z Z = Z3t� Z=� No W �co cn C/ 1 w Co E W Lu � Lo � CC= 3w z CD a INDEX TITLE SHEET Cl I EXISTING CONDITIONS C2 0 °_y z" , E„ 5! w W SITE INFORMATION C3—C40. a 3 w z EROSION & SEDIMENT CONTROL DETAILS C5 I N y`o ° c° o d ° a� v ao ? C Of hO�1 W m' w N EROSION & SEDIMENT CONTROL PLAN CIS ° Em m y d `" z z x I u o a 5 w o FINAL GRADING & DRAINAGE PLAN C7 0 0 NJ 0 0' � rr Baa I FINAL TREE PRESERVATION PLAN C8—A Nk Qom, TN N as pL n w �� a x= Z cn N A I\ i A q FINAL LANDSCAPE PLAN C8-13 U P E+ W� (� FINAL UTILITY PLAN C9 W n PAVING & DIMENSIONING PLAN C10 p DETAIL SHEET C11 JOEL COOPER, P.E. - JAMES R. HILL, INC. TYLER STEVENS - ENCORE SENIOR HOME CARE ALYSON FAUSKE - ASSISTANT CITY ENGINEER WILLIAM WILDE - MPCA (952)-890-6044 (0) (952)-426-1371 (0) (952) 227-1164 (0) (651)-757-2825 (0) GOPHER STATE ONE CALL CALL 48 HOURS BEFORE YOU DIG! TWIN CITY AREA 651-454-0022 MN. TOLL FREE 1-800-252-1166 SCALE IN FEET 0 60 90 120 Tm 1 inch = 60 feet DRAWN BY CMR DATE 07/31/12 REVISIONS CAD FILE 22881 TS PROJECT NO. 22881 Cl M z" W � z < E-4 o hO�1 o w w F+1 -03 w U z z x o x w Z Z o z � rr Baa LL, to w w �� N w x= Z cn wa U P E+ W� (� } W o U 2 0 Z = w0 DRAWN BY CMR DATE 07/31/12 REVISIONS CAD FILE 22881 TS PROJECT NO. 22881 Cl &1 L_VL_IV IV\7 I SAN. M H NV.=967.29\� _ t I 1 I /1 T � ZIG IR 'a -��QQQ�. 41 \. �s :.,�--ST. C.B. M.H. INVV. 9.19 \ 98�`\� °�' RIM=994.31 A 1 \ \ l w J - 18" F.E.S.--- 1 t `a0 �`' --.- --- -`_- -..,_. � ". -,.,• / 11 1� t } � ILU a Dn -0761 za: i 970. 980_ w o \(z f tST. C.RI B. M.H. 3 a! I 7 45 0 NV;5w935 D coGo r01 j 1 N8 122-x' -� 0 G L_\T :; ry \ / I I--!, ----,�;>--"--"---�---1`7.0---- - - ---- r�4 70, 1. � / / �-----�''-58.4-------- - RAGE- / I /1 GAN.MIS -4z- SAN. / RIM -9M # 12 \ • 1 TER M.H. 1=999.73 / SE.IN .587.72 tti.,Jj • � I- /10 �� ° I 7 tj e d t W J t� ti ILCY / a.o EXISTING/ J HOUSE -.." �- F. ° / / N o 0 10.2 4.0 09 4.0 � . `meq. > -- -� • � I % ! -4 o 19% j 1 Un - L9 iv tW �ry a 2$� v M Em r� / / , ,f { / i--- - --- DRAINAGE AND UTILITY EASME'NT PER. (DY"ml PLAT, jo REEDS ORCHARD RIDGE `,\ J �-= , YNv.=1ob3.a0 1 --- '" ----- �A�780. -- - / x � j $ \Z 143.96,0S89033'49"W� p' 802232 t \ \ a -- 3T. C.B. .H.------ � 8 �` ,�� .'�--- ..�✓ '`"'` _.�• ✓ RIM=1014. 3 & 1 If E.INV.=1009.93 g : /�� j ✓ / NW.IN\//=j11009.06/ I / /-1016 P � 7 ' STATE HIGHWAY NO. 7 SI TE N i SEC. 4 \ T. 116 R. 23 VI CI NI TY.,MAP NO SCALE \ r / Y IRON FOUND PROPERTY DESCRIPTION Outlot B, REEDS ORCHARD RIDGE, according to the recorded plat thereof, Carver County, Minnesota NOTES ORIENTATION OF THIS BEARING SYSTEM IS BASED ON THE WEST LINE OF OUTLOT B, REEDS ORCHARD RIDGE TO HAVE AN ASSUMED BEARING OF N 02059'13" E. THIS SURVEY HAS BEEN PREPARED BASED ON A TITLE COMMITMENT PREPARED BY FIRST AMERICAN TITLE INSURANCE COMPANY, FILE NO. 120837, DATED EFFECTIVE JUNE 15, 2012, AT 8:00 A.M. ONLY EASEMENTS WHICH APPEAR IN EXCEPTIONS OF THIS TITLE COMMITMENT HAVE BEEN SHOWN AS A PART OF THIS SURVEY. THE LOCATION AND INFORMATION SHOWN REGARDING UTILITIES, SERVING THIS PROPERTY OR EXISTING ON THIS PROPERTY AS SHOWN AS A PART OF THIS SURVEY, HAVE BEEN LOCATED BY ON- SITE OBSERVATION OR TAKEN FROM PLANS PROVIDED BY OTHERS. FOR FURTHER INFORMATION CONCERNING THESE UTILITIES PLEASE CONTACT THE CITY OF CHANHASSEN ENGINEERING DEPARTMENT AND/OR GOPHER STATE ONE CALL. THE NATIONAL FLOOD INSURANCE PROGRAM, FLOOD INSURANCE RATE MAP, COMMUNITY PANEL NO. 270051 0005 B, EFFECTIVE DATE JULY 2, 1979 CLASSIFIES THIS PROPERTY TO BE WITHIN ZONE C (AREA OF MINIMAL FLOODING). THIS DETERMINATION IS BASED ON A SCALED LOCATION ON SAID FLOOD INSURANCE MAP. CONTOUR INTERVAL IS 2 FEET. BENCHMARK: TOP OF IRON PIPE AT SOUTHWEST CORNER OF SAID OUTLOT B. ELEVATION = 1007.80 FEET OVERALL GROSS AREA = 91,584 SQUARE FEET OR 2.102 ACRES ADDRESS OF THIS PROPERTY IS 2401 HIGHWAY 7, CHANHASSEN, MINNESOTA 55331 PID NUMBER = 257940020 SCALE IN FEET 0 30 60 90 1 inch = 30 feet i Fr END O IRON SET • IRON FOUND Ed FIBER OPTIC VAULT o MAIL BOX 0 POST INDICATOR VALVE 'f POWER POLE X LIGHT POLE ® GAS METER © ELECTRIC METER > FLARED END SECTION C-- GUY WIRE ri1 GAS VALVE w SIGN m TELEPHONE PEDESTAL 11 TELEVISION PEDESTAL O MANHOLE ® CATCH BASIN MANHOLE ❑ CATCH BASIN -6- HYDRANT m GATE VALVE F.E.S. FLARED END SECTION TC TOP OF CURB FL FLOW LINE ELEVATIONS RIM TOP OF CASTING INV INVERT ELEVATION 0 DECIDUOUS TREE v CONIFEROUS TREE Lo 4"111 ASPHALT SURFACE CONCRETE SURFACE GRAVEL SURFACE ----� 00(----- EXISTING CONTOURS —OHP— OVERHEAD POWER LINE Z SANITARY SEWER U- STORM SEWER G� WATER MAIN AHP oH— OVERHEAD POWER LINE W TREE LINE I► SCALE IN FEET 0 30 60 90 Tm 1 inch = 30 feet ■ m ° T- E a0000 a ° va aami zm W °.00v8o0 �Q M IN oE>mdc rC O 0 M O L2 ° (x w � fy Z Lwav Z N 5 Z C) U 0 Z to ■ N of N 00 0 ~ rn o^o N N m Lo 4"111 M LLj X Z N U- G� o W C11 o C-4 to Cn Qf E CcU Z 3w In_ z E m ° T- E a0000 a ° va aami zm W °.00v8o0 �Q 0°v %� IN oE>mdc rC 0 E -I T C C 1 J M O L2 ° (x y C 675 z z fy Z Lwav o owvl 5 Z C) U 0 Z DRAWN BY CMR DATE 07/31/12 REVISIONS CAD FILE 22881EXC PROJECT NO. 22881 C2 va zto zm W F 0 E -I O L2 ��\1 A (x w z z fy Z p X LLJ 5 Z C) U 0 Z W r, N 0 ~ rn z wL) E-1 � a' c) } 3 M W w o DRAWN BY CMR DATE 07/31/12 REVISIONS CAD FILE 22881EXC PROJECT NO. 22881 C2 .r x a : ------------------- mP e • - _ _ __.._ mix ( A"- if d Ak 3'. . r a�� "O , c i 8 m i r rtn x,� 1 s` e 4 � { mR _-' R _ �'x ffi n„ 9m a' id w,.:.�t f. , • 4i n d � � .�.� z,':. ��.� I � ? rte,. '. � ... �'.,t' .q I. 'S', u k n x{ goi a > LL� , a e 11 gow JL WA 11TA F. w • •. M i 'i mY x • A R <4 �P a arz� a# . m w R Eli— gg m —a— i �•A. 1.: Y ,iHR. e avY •� w, m '� h4 a h go Is Nm .Y x -. � gib„ � � - �' • S: D WA, � _ � ' � nm m. ... y � • *a ffi iMorti B it NY�p a9 u t 7� "Ta "'r"7� � o""'m�P .(I..I P � P al � � ■ ! M •awx RP x � • e "s V �x w n x s USGS MAP SCALE IN FEET 0 800 1600 2400 iiia 1 inch = 600 feet _ r J � f caro P a M-10147 ff EM.-IOMMj SOILS MAP ---ST C.B. TC -100 N R -1010.a8 SCALE IN FEET 0 50 100 150 1 inch = 50 feet I I ^r-, i(' - NI f -[) T\/ r-\ NIr- !\�)^^ISI/\ ..�L_V L - IV i I\I I VI VL_ r v.�.l .�.�II V\7 cn w o 5Z /1T (D �o o .� 3I /l/`li � N , iL_V vf\ 1 Z Z \ O X W z o06z ON Z R U ,LP. w w I., w xFI—I~ _ r J � f caro P a M-10147 ff EM.-IOMMj SOILS MAP ---ST C.B. TC -100 N R -1010.a8 SCALE IN FEET 0 50 100 150 1 inch = 50 feet E ayEoc0 0 t 3v.' m m Sa�o0 O C d i 5 r , d 2 � 0 "- o E N g y Yc,,Zc�c $ oa nu Scm y` N T W U C w t N N d� CT p V cn w o 5Z 0~ (D �o o F,)- w E, �! l N v' w Z Z � O X W z o06z ON Z w w (D w xFI—I~ o cn 1��111 W¢ rn W \s N co N C N X) M w m v ■ w z= w O X Z LO l¢i K) Z N W p co t to \ O N f 10w U Cc �Z Z 0 Z a) ^^ I..L CN CL E ayEoc0 0 t 3v.' m m Sa�o0 O C d i 5 r , d 2 � 0 "- o E N g y Yc,,Zc�c $ oa nu Scm y` N T W U C w t N N d� CT p DRAWN BY CMR DATE 07/31/12 REVISIONS CAD FILE 22881 SI PROJECT NO. 22881 C3 w o 5Z 0~ �o o F,)- w E, �! l N v' w Z Z � O X W z o06z ON w w w w xFI—I~ Z cn 1��111 W¢ Z W } WU C 3 M w p � z= wO LO K) DRAWN BY CMR DATE 07/31/12 REVISIONS CAD FILE 22881 SI PROJECT NO. 22881 C3 f / ~� FJNV.-1ao9.93 T 1 � NSNV. 1009.%/ JSTING DRAINAGE U T =2.49 AC. I / ------ST. C.B. TCr1010.98 R-1010.18 99, STORMWATER RATE SUMMARY I I ^r -t /f—nl �I\ I .: L_V L_IV I I I \JIVE vl\Vv'.:II V\7 0.68 cfs 10 YEAR 3.67 cfs 2.82 cfs 100 YEAR L_V I 5.66 cfs I M .L_V vl♦ I � -M. Im o MA F- o Lr) f / ~� FJNV.-1ao9.93 T 1 � NSNV. 1009.%/ JSTING DRAINAGE U T =2.49 AC. I / ------ST. C.B. TCr1010.98 R-1010.18 99, STORMWATER RATE SUMMARY STORM EVENT EXISTING PROPOSED 2 YEAR 0.96 cfs 0.68 cfs 10 YEAR 3.67 cfs 2.82 cfs 100 YEAR 7.80 cfs 5.66 cfs // EINV.-1008.83 I Nwmv.-1009.%I T = 2.47 AC. -_--ST. C.B. TC -1010.99 R-1010.18 SCALE IN FEET 0 50 100 150 1 inch = 50 feet I I V V L_V L_1V I l\ I I VI VL_ N W �2 1R-0.00 CFS o M ] -0.22 CF7 0100 CFw � -M. F- o Lr) ` W Z L41 -ST. CA m N — ZD pW (D ■� // EINV.-1008.83 I Nwmv.-1009.%I T = 2.47 AC. -_--ST. C.B. TC -1010.99 R-1010.18 SCALE IN FEET 0 50 100 150 1 inch = 50 feet DRAWN BY CMR DATE 07/31/12 REVISIONS CAD FILE 22881 SI PROJECT NO. 22881 C4 V V N W = o M O � M F- o Lr) t� W Z m N — ZD pW (D ■� Cn 16 Z � N w U) O Ln w \5 to 00 Z N F N Lr) Z m v LLJ O W O X Z L¢L z= w Z V) Lo LLJ C> Co C- co \ O N EW v rn Z Z L13 z o a_ DRAWN BY CMR DATE 07/31/12 REVISIONS CAD FILE 22881 SI PROJECT NO. 22881 C4 V � M W Z O O LO F- o E-10 J W Z LL1 X Z �p pW Z 16 Z � N w U) �., w LL, ¢ _� Z F w= Z wl� O r z= wLo Lo DRAWN BY CMR DATE 07/31/12 REVISIONS CAD FILE 22881 SI PROJECT NO. 22881 C4 TEMPORARY EROSION & SEDIMENTATION CONTROL METHODS (THE FOLLOWING METHODS WILL REQUIRE MULTIPLE SITE � ':':�n:y inn, a. SEED : MnDOT SEED MIX #260 AT A RATE OF 70 LBS/ACRE. VISITS DURING THE DIFFERENT STAGES OF CONSTRUCTION (INCIDENTAL TO CONSTRUCTION)). vAI!r n.9YwTnrlc THE APPUGnaN a YUICH : MnDOT TYPE 1 AT A RATE OF 2 TONS/ACRE AND DISC ANCHORED. THE PERMANENT STORMWATER MANAGEMENT SYSTEM IS THE PROPOSED Y. APP "TM Al10 wAIION K CD A� 1. TEMPORARY MULCH MnDOT TYPE 1 AT A RATE OF 2 TONS ACRE AND DISC ANCHORED. / 2. POND SEED & MULCH (YIN. B" TOPSOIL). SLTmy d Cowvga For wndnded pnpcb rM1r• a• owl« « ap.ala dmpw. (ager, m orl,Nal arwiapr sinus portion. of th. 2. HY MOIL TYPE 8 HYDRAULIC SOIL STABILIZER OWNER WILL HAVE RESPONSIBILITY FOR LONG pnpsrlY b tabus M1anMulera « sells tln enUn M• to a ne oenr): a. Th. edn wl/carrot eros MN prodri a <roy N th• amp N• notice N medda6m tam (es a ss Pet u.Gzb) ower e. HYDRAULIC 30d STABILIZER YnDOT TYPE 8 AT A RATE OF 360 LBS/1000 HYDRAULIC a MULCH : MnDOT TYPE 9 AT A RATE OF 2 TONS/ACRE & DISC ANCHORED. e now and ly ad ae oenr. Th• alpha/worm! own« Md1 pastae a S11PPP to the nes owes and apratw that op•dikaYy odd'alew Me GALIANS OF SLURRY Permit reenaNNp emSlructlm activity. Nate Menotice of trmNded/Prmlt maNlkated bon ngom a• subdlNNw ragls4atlon, Pemk N ng b. WATER : 875 GALLONS/1000 GALLONS OF SLURRY Ea. FERTILIZER : 18-1-0 NATURAL BASE AT A RATE OF 150 LBS/ACRE. rnndr/moanated ma natio N termination forma c. MULCH : MnDOT TYPE 3 AT A RATE OF 2 TONS/ACRE & DSC ANCHORED. b. Me new owner or oprgw MN submit a compete and Signed aermlt ma9nated Portion (Perm1l madamlbne hGUW subdlNeed 3. TEMPORARY SEED & MUIGH (SEASONAL) 4. UPLAND BUFFER SEED &MULCH (YIN. B" TOPSOIL. ragebatbn or prink tnnsfr) N the notice of lenminaUm/prmlt mannaled Iwm to Me YPG Prior to Commending cmetrusbn 0 A RATE OF 40 LBS ACRE e. SEED MnDOT SEED MIX #16 AT / SWPPP WILL BE IMPLEMENTED AS FOLLOWS: att tdm meed of as art Lyes nes Pemkl a m Nae Ino asdl m Ma « h no wee bis am than as ee o ea() rAon Y (O » 9 b prop x b. MULCH : MnDOT TYPE 1 AT A RATE OF 2 TONS/ACRE AND DISC ANCHORED. c. MULCH : MnDOT TYPE 3 AT A RATE OF 2 TONS/ACRE & DISC ANCHORED. with all tem• and N ab as awwhM In Part c. FERTILIZER : 10-10-20 AT A RATE OF 200 LBS/ACRE. BUSINESS NAPE ocMked• If ad operator W the a a si am. or the props, and c If n aprata « gnrtl canhaata by umtphd Msy rated or rcrk m the Nta b no edpdr h with the ma of av eP hl a btww led awns we aerator w genre aondecte to pit. era a• tr 4. TEMPORARY SEED & MULCH (SPRING) IS. SEED : MnDOT SEED MIX #110 (SPRING) OR #100 (WINTER) AT A RATE OF 100 LBS/ACRE beetlmS ift com to w operator thh permk row own met, Meroratw « panne contract«. may tnnsler pemk away back to Ua owls « to o new aprotw ho e. SEED : MnDOT SEED MIX #110 AT A RATE OF 100 LHS/ACRE. CONTACT PERSON TELEPHONE (INCLUDE AREA CODE) ueng the notice or trmYatlw/PrmX motllkatbn ram. A vVncture horn both Me owner and operator b wuhed. b. MULCH : MnDOT TYPE 1 AT A RATE OF 2 TONS/ACRE AND DISC ANCHORED. B. GENERAL NATIVE SEED & MULCH (MINIMUM e• TOPSOIL) F TLwIwATON OF CM R GE c. FERTILIZER : 10-10-20 AT A RATE OF 200 LBS/ACRE. N b. FERTILIZER : 0-1-8 NATURAL BASE AT A RATE OF 120 LBS/ACRE. PIPE MATERIAL c. MULCH : MnDOT TYPE 3 AT A RATE OF 2 TONS/ACRE At DISC ANCHORED. I.PrmlXw(•) .IMNq to leemhab essay under this .It must submit a Natio N Termination (NOT) to the MPCA Compliance rich ab 5. TEMPORARY SEED & MULCH (WINTER) THE CONTRACTOR SHALL FOLLOW THE IMPLEMENTATION SEQUENCE AS Permit Is muhed nod a NOT Is slbnilb4 The Prmlttee(e) cotm•9• war all Prink temNatw g mkinlot an the pwtmark date of a SEED : MnDOT SEED MIX #100 AT A RATE OF 100 LBS/ACRE. NARRATIVE & NOTES the NOT, or an Me auto an Who NOT b vubmitbe to finer PPCA b. MULCH : MnDOT TYPE 1 AT A RATE OF 2 TONS/ACRE AND DISC ANCHORED. POLLUTION CONTROL N.P.D.ES. PEEWT. ITermhaYom N awp• emade c. FERTILIZER : 10-10-20 AT A RATE OF 200 LBS/ACRE. THE CONSTRUCTION WILL INCLUDE MASS GRADING, UTILITY AND PARKING LOT a. Termination N wtspe for theta papa w(.) » ( ) q Pore env d the L AS Pemwh mud submit a NOT within da offs Ma Stabv'd vee Pot IV.G hes bol completed m INSTALLATION ALONG WITH STABILIZATION OF THESE AREAS. APPROPRIATE FOR THE TIME OF YEAR, SITE CONDITIONS AND ESTIMATED Me hdues perm ent an m b nroaP•YI• ora all canabnd atlMty has bees amPM.4 If the Nle lar Med as Pent B. HYDROSPREAD SEED, FERTILIZER & MnDOT TYPE 8 HYDRAULIC SOIL STABILIZER 2. PHASE CONSTRUCTION TO MINIMIZE SOIL LOSS. ll Find etawmwat. mmpeenent Syteena the nsuyemenb b Md tlemal/mahlenmw most M f. wall w reybed N Mtl StabllMted, yin e. SEED 10 LBS/1000 GALLONS OF SLURRY. MnDOT SEED MIX #190 AT A RATE OF / A COPY OF THESE PLANS MUST BE ON THE JOB SITE WHENEVER Pat IVAI b. FERTHZER : 10-10-20 AT A RATE OF 60 LBS/1000 GALLONS OF SLURRY. BASINS OR TEMPORARY SEDIMENT TRAPS, SHALL BE CONSTRUCTED AND It Permitted•) must submit a NOT rah ono thaw after al Me the sit. Indian, sorl and doomwatr hhaawatwa ane e. HYDRAULIC 30d STABILIZER MnDOT TYPE 8 AT A RATE OF 350 LBS/1000aglan r[Ac[ o d b trmdrred L amdAr oma w dru>Ned h Port 11.8.1 S. TrMded mcewa9• far a partum of a. enfh• sopa GALLONS OF SLURRY. b. SILT FENCE & TREE PROTECTION FENCE N Pemktse(S) must aimlt a NOT .lab sten (J) dao c i wllinq or dh.nM I.yvy Danalerirp Potion. or Me •It• to moth. party d. WATER : 875 GALL0NS/1000 GALLONS OF SLURRY C9 dna they no Imger the over w roratw. The prtedS the Nb ole to wear party mud In compliance eNn the permit e. TEMPORARY SEDDfENTATION BASINS, TRAPS, AND OUTFALL FACILITIES. t Sq em u cl (ap. act temporary roelm potactlan ped •edYnrmt cants rowers mud be N paw). The form mud Induce elmaNral horn the 7. TEMPORARY SEDIMENTATION BASINS WITH STANDPIPE OUTLET & EMERGENCY SPILLWAY SING REQUIREMENTS wlgNd Prmktw(•) antl contact htarmgbn f« Me new oma N the prided% (SEE DETAIL). STREET CONSTRUCTION. c TrmhatIm of awa9• ebtaned v l" o suMh l r•gidm<ed. h TEMPORARY SEED AND/OR MUICR SITE MANAGEMENT CERTIFICATION (2014) If pomIt <owrole res Mtahea .an, tln slbdiwoon r•yhbeted process. Prmmse(a) m nested to submit a NOT doh X do, aflr B. TEMPORARY SEDIMENTATION TRAP WITH SPILLWAY (SEE DETAIL). j. DITCH CHECK SILT FENCE, & EROSION CONTROL hPod S ed (w Port 1 SPamittedo) at use on tlt.nhod fb as Permmenl 5tamrawt System as dammed In Pat M.C.S. m prmldted BLANKET. M1mac temNahq this permit nU Find SiMlbated now been achlewd an Nt. and elthm 9. ROCK CONSTRUCTION ENTRANCE (SEE DETAM). Z 0 a The ten now• of mwltvnq data mu lm In Port IN.C.5 has then submitted L Me MPG and Me MPGA hes detrmined that the DL'' VEI ENEET SUMMARY N bd. 11satrumaml hes been achbwa The Pwmkw iwY ba maimed N Mtin, wHlnN 30 thaw aflr the mmitorinp data w has bosubmiXsa II GRADINGSEE DETAIL). GRADING(SEE the P.mitta hes wrd m .at M1frown Me MPCA within 30 dao after sAmlltip Yn npOM data. Me Permit!. cpm submit a NOT. 10. HORIZONTAL SLOPE b. The Permittee m submit a NOT, ares It M• tlmehame Y ben Man two yera I/ eve MPCA determined that ted a trnaYw m•1had le TOTAL DISTURBED AREA 1.75 AC. Me the DshdnwL cich11. DITCH CHECKS MnDOT TYPE 3-12" BEDROLL WITH MnDOT CATEGORY S EROSION Wring orkMmula rhq Us mmkartq ora •Muted of ae atrnatM maaoa the Prmlttw b not raromaide f« oder permit requirements tlwt naw thin CONTROL BLANKET (SEE DETAIL). trweMred m eaweed h Pmt YJl.6 12. EROSION CONTROL BLANKET MnIX T CATEGORY 3 (SEE DETAIL). PART ILSIORMwATER GSGIARGE DEMON REQUISSIENTS D. RFCRA AE KICAM 13. PERIMETER SILT FENCE (SEE DETAILS). WHEN DIRECTED HY THE ENGINEER THE CONTRACTOR SHALL THEN PROPOSED EROSION/SEDWNT CONTROL QUA_NI= The SkPPP (b crol manges nd R ora Nepwtlm• and recorae mud ae inept iM Me dgng 14. INLET PROTECTION (SEE DETAILS). brig• a Offer des raw aprvledd canes d that polies N the eilaTh• SWPPP non W keel N elar U• Mud oMw « h an yMe a a who, Stone <an•Wetlm 0y the ins, m Sine Meda drMq mm�tl worinN9 taws 15. FLOATING SILT CURTAIN (SEE DETAIL) AY awK.) mud b•sp Me SAPPP, awl era Me following additional .w«aa m me far Us (3) win offer aamlttd N Me NOT w uuUInM In Port LC This dm not Include roll escarole air submktd N a• NOT. I.Any other Prwib r•pmed for the pnpcb PERMANENT EROSION & SEDIMENTATION CONTROL METHODS R 2F•wds N dl nspwled and maintenance w d cted during can•faNkn (w Pad IVE, hroecYma and Maintenance); (THE FOLLOWING METHODS WILL REQUIRE MULTIPLE SITE SAY permanent operation and mdntwww agfeementy that haw Men hldemented Including all right of vex ,mntims. cowown. and other VISITS DURING THE DIFFERENT STAGES OF CONSTRUCTION (INCIDENTAL TO CONSTRUCTION)). bhang muyenmons rpwdng Prpgud mdnlwwr and coaGmw • a.Ny of Me trn°wo, and Prmment mommiter Mwa,emwt System CAM rewyed m 1. GENERAL SEED & MULCH (IDN. B• TOPSOIL) � ':':�n:y inn, a. SEED : MnDOT SEED MIX #260 AT A RATE OF 70 LBS/ACRE. RESPONSIBHM REQUIREMENTS b. FERTILIZER : 22-5-10 80% W.LN. OR CL AT A RATE OF 350 LBS.ACRE /2w a YUICH : MnDOT TYPE 1 AT A RATE OF 2 TONS/ACRE AND DISC ANCHORED. THE PERMANENT STORMWATER MANAGEMENT SYSTEM IS THE PROPOSED II.:I -•. - _.� _ it PERMANENT PONDS 2. POND SEED & MULCH (YIN. B" TOPSOIL). EMERGENCY SPILLWAY a. SEED : MnDOT SEED MIX #310 AT A RATE OF 62 LBS/ACRE OWNER WILL HAVE RESPONSIBILITY FOR LONG b. FERTILIZER : 18-1-8 NATURAL BASE AT A RATE OF 120 LBS/ACRE TERM OPERATION AND MAINTENANCE OF THE PERMANENT STORY a MULCH : MnDOT TYPE 9 AT A RATE OF 2 TONS/ACRE & DISC ANCHORED. WATER MANAGEMENT SYSTEM. 3. WETLAND SEED & MULCH (MIN 1' HYDRIC TOPSOIL) a. SEED : WnDOT SEED 107( #325 AT A RATE OF 84 LBS/ACRE. CONTRACTOR WILL HAVE RESPONSIBILITY FOR Ea. FERTILIZER : 18-1-0 NATURAL BASE AT A RATE OF 150 LBS/ACRE. BOT NTATION OF THE SWPPP BEFORE AND DURING CONSTRUCTION. c. MULCH : MnDOT TYPE 3 AT A RATE OF 2 TONS/ACRE & DSC ANCHORED. � THE CONTRACTOR SHALL PROVIDE THE OWNER WITH A CHAIN OF 4. UPLAND BUFFER SEED &MULCH (YIN. B" TOPSOIL. RESPONSIBILITY WITH ALL OPERATORS ON SITE TO ENSURE THAT THE a. SEED : MISDOT SEED MIX #328 AT A RATE OF 88 LBS/ACRE. SWPPP WILL BE IMPLEMENTED AS FOLLOWS: b. FERTILIZER : 18-1-8 NATURAL BASE AT A RATE OF 15D LBS/ACRE. __11 c. MULCH : MnDOT TYPE 3 AT A RATE OF 2 TONS/ACRE & DISC ANCHORED. CONTRACTOR : 1•-2w WASHED ROCK CONE BUSINESS NAPE 5. TEMPORARY COVER CROP FOR UPLAND BUFFERS & WETLAND MITIGATION Atl. IS. SEED : MnDOT SEED MIX #110 (SPRING) OR #100 (WINTER) AT A RATE OF 100 LBS/ACRE 3 W/LOCK NUT In. FERTILIZER : I6-1-8 NATURAL BASE AT A RATE OF 160 LBS/ACRE. CONTACT PERSON TELEPHONE (INCLUDE AREA CODE) c. MULCH : MnDDT TYPE 3 AT A RATE OF 2 TONS/ACRE & DISC ANCHORED. ¢ M B. GENERAL NATIVE SEED & MULCH (MINIMUM e• TOPSOIL) CONTACT PERSON TELEPHONE (INCLUDE AREA CODE) a. SEED : MnDOT SEED MIX #350 AT A RATE OF 84.5 LBS/ACRE. N b. FERTILIZER : 0-1-8 NATURAL BASE AT A RATE OF 120 LBS/ACRE. PIPE MATERIAL c. MULCH : MnDOT TYPE 3 AT A RATE OF 2 TONS/ACRE At DISC ANCHORED. CONTACT PERSON TELEPHONE (INCLUDE AREA CODE) 7. SOD THE CONTRACTOR SHALL FOLLOW THE IMPLEMENTATION SEQUENCE AS WX SHOWN ON THIS SHEET. NARRATIVE & NOTES CONTRACTOR SHALL ADHERE TO ALL THE REQUllU10@NI9 OF THE MINNESOTA 1. DESCRIPTION OF CONSTRUCTION ACTIVITY. POLLUTION CONTROL N.P.D.ES. PEEWT. BEEHIVE HOME 19 A SENIOR HOUSING DEVELOPMENT ENCOMPASSING 2.10 ACRES. W ISI THE CONSTRUCTION WILL INCLUDE MASS GRADING, UTILITY AND PARKING LOT ALL BEST MANAGEMENT PRACTICES (BUFFS) SELECTED SHALL BE INSTALLATION ALONG WITH STABILIZATION OF THESE AREAS. APPROPRIATE FOR THE TIME OF YEAR, SITE CONDITIONS AND ESTIMATED Z� DURATION OF USE. 2. PHASE CONSTRUCTION TO MINIMIZE SOIL LOSS. 3. ALL EROSION & SEDIMENT CONTROL MEASURES CALLED FOR ON THESE PLANS A COPY OF THESE PLANS MUST BE ON THE JOB SITE WHENEVER AND SPECIFICATIONS, WHICH MAY INCLUDE SILT FENCE, TEMPORARY SEDIMENTATION CONSTRUCTION IS IN PROGRESS. BASINS OR TEMPORARY SEDIMENT TRAPS, SHALL BE CONSTRUCTED AND ( SERVICEABLE IN THE FOLLOWING ORDER. AS REQUIRED. r[Ac[ a. ROCK CONSTRUCTION ENTRANCES. Rr :We:R<jhXyih"i 1.41 Y: b. SILT FENCE & TREE PROTECTION FENCE z= c. EXISTING INLET PROTECTION. C9 d. TEMPORARY CULVERTS. e. TEMPORARY SEDDfENTATION BASINS, TRAPS, AND OUTFALL FACILITIES. (7 L STORY WATER POND CONSTRUCTION. SING REQUIREMENTS III. COMMON EXCAVATION AND EMBANKMENT, UTBJTY INSTALLATION AND V STREET CONSTRUCTION. JOEL COOPER, P.E. h TEMPORARY SEED AND/OR MUICR SITE MANAGEMENT CERTIFICATION (2014) L HORIZONTAL SLOPE GRADING, UNIVERSITY OF MINNESOTA j. DITCH CHECK SILT FENCE, & EROSION CONTROL INSTRUCTORS : LED HOLM At DWAYNE STENLUND BLANKET. k PERMANENT SEED AND MULCH AND/OR SOD. o Z 0 4. THE CONTRACTOR SHALL PROVIDE AND MAINTAIN ALL EROSION & SEDIMENT DL'' VEI ENEET SUMMARY N CONTROL MEASURES AS SHOWN ON THESE PLANS AND SPECIFICATIONS TOTAL PLATTED AREA 2.10 AC. AND IMPLEMENT ANY ADDITIONAL EROSION & SEDIMENT CONTROL MEASURES NECESSARY IN ORDER TO PROTECT ADJACENT PROPERTY. TOTAL DISTURBED AREA 1.75 AC. EXISTING BIPAREA 0.20 AC. EXISTING 5. ALL EROSION & SEDIMENT CONTROL FACILITES SHALL BE MAINTAINED BY PROPOSED IMPAREA 0.70 AC. THE CONTRACTOR DURING CONSTRUCTION OPERATIONS. ANY TEMPORARY FACILITIES WHICH ARE TO BE REMOVED AS CALLED FOR ON THESE PLANS AND SPECIFICATIONS SHALL BE REMOVED BY THE CONTRACTOR WHEN DIRECTED HY THE ENGINEER THE CONTRACTOR SHALL THEN PROPOSED EROSION/SEDWNT CONTROL QUA_NI= NPDES REQUIREMENTS PART IV CD,SIRUGTM ACTIVITY REWNDI M ASTd!Y WATFA P:LTNY! fliE»IITNYI PL u Me Pmmltlee(e) main Imgrn•nt as SYPPP and Me rpuY wb N this p dL The GYPS Identified In the SRPPP and In Nb Permit mug De oNect Inddled and maNtaMed h an a Hal• antl luncti morns Nat 1. In accadanw eHh reletml menu/aMvr iflaledS ane ed. Ppav and eoa< accepted ngnaahq Dratkm B.FA09M PREVENTION PRACTCEM i.Me Prmktions) must pan for and Implement appropriate canoWcted phoelng, w,daUw buffer strips. hwlzmlal Nap• graan9, and oar wntnslm skw that mInMde rwbl w that the In and malntrwnw r hernenb of Pot LVE ora cam bol with. Tor psa ev«tion eel p kcww N owe not to be dMUNed must be delnwled (a4 Na Xpafallen. Iga at /rav Na) MMppmrt sit. Dofore wain bpha ZAI examined al rase must be taDAITM ae som a• po o to limit sol rmlan but In no now lata Man 14 days after the ean acUNtY In that portion N a• Nt• has tsnpaorY a Pemw. TewaY btlpl stynM<at t obY w wsenho punpmenb (ager, dew sudowsb •tool t demolition ilimmu tout mu vend dowith P and the wn.dNaaed bin wnomenb of nada parkh9 Iota and aMlar Waw m esenpt horn Mh resuNemenl put must omlgY with Part IV.G0. &Me normal vetted rooter of m t nowt drab • ditch a •b• oat main. rater Ram m on d M• ams , Into alb, i anrb � rauntl the Nle owed p NaD 11 rM NUN t be mad feat ham the pnpertY edge nn orcin, W pant N dwc ter. Into any surtaw sat.. Staremaining p N the loin 20o po a1 Met must no aW town rah 24 Doan after ewlNp b a ays easoff r ami Stabilization of Me rsnonMq perteda of poll on of Me Sl Pemanent dine y r naw must M complete .T.pdoh 14 naw arts ch. or to a surface esus and swat ed h Uat ated of the Slim M1 lo rmmenU ditch m " eminent aliches . p LanParrlY P Y P«wY « P nodes oat m bNnq used al r Wment ,Stabinen! within (era pop.ty a•dyed nch aka chasm bio rave rat ekes ton) o not nes to a dmlked. Thor now. must De taDAlzed wIMM 24 neva arts no lops being used m a e1Mmt antammt a»tem. 4,P4. wildw urxust M proNbd vela trryorwery or ,moment mw, awa atfon within 24 haus aver mmw 1. to a surfaw rale. GSF➢ILYWT mt!mu PRALT65 I.S is ment contrd practices most mhhlm wi roast from a trn, surae• water Including aA and Sutter aydm• and dorm lower Woo. .Temperory or prmanenl traNpe dhows and Sedment bceNa that m awimed as nod d a sediment amtaNment •yal.n dao-, dames with rob Mall dams) mulm walmaml mltrd padlaw any w alo,s riot• fes sic. cwaltima b.lf the down ,radenl Instrument sytem h awladM, addllbnd upgnaedt esdmenl central Pnctkes or ndmeart BMP• mud be Ngatled to eliminate the owlood". and the 5111PPP must W amended to kmtify Uses addkimal practical as r•quyed N Pest w.A4, a. C cinInn whower to a edaIdo Mort raw ora hidden]. Meane/a yYip, are ✓tall W aro uMraben ease Ien,th d gr•otee Yon 75 IM ten Napes era PN 3:1 a dwpr. ZSed nis t ambil Pri gkw must be estMllMed mal dem waNenl pon ntrs baro my up,a t land dlelwbN9 aged os bps. Thor Practices Mal mtah ll Plw and Mel annual hes been esladMed t aaardan o vela Pet IV.D. SThe lMh9 of the hdMted of alMy s wnhtl practical mall ba edluged to accommodate Mort -lam Mecantles Seth atm ce C•whq w gnMhg, w Poesy N MkJm MY Mort -tem td, must . mumgged n WAY o pa ual and von whewt a war Peaches must be htdM f Me sand Is t acplet 4 completed, Hones. raMenl antral pactim mud b loaded bahra Ne mg Precipitation •amt own c M sandy mu Y not wmgda AN from ems Musts mud b prtaclM by .pprapriN• 91Pe Oaring ungncted until all warm Na DgnUd fes d.hafghq M Nes hit haw been gawn•4 Inlet protected may be ferules! for a p«Ucuor bed 11 a e MdM eabty antro (street floc ong/Dowing) Das been bnuBM and Ua Pe IttooFound for how wl. Me writtn Faferoman. horn be prhde11ww1 n Meaty (aµ clay/sable VOM 72 hi . dSOT enghM) wMIMq M• n•ed fes mores. Th• wklen ewrapmtlenu mud b• tl0<umeniM N a• SWPPP w available �khM ]2 Dan apes dishissit. ft. Nnm•elae My to. mospondowas con Moores .Harlenot Im ot Imbibed ten caneroanwnw must M�ticific W rF a• n am henera.wMalmarotl I = Not. a• M1an upon rowalt Prmbelan L mom NM ,mention based m a rowNb wMy aanwm must StY be Mtalned Dan Me PHedkUonal wthodly eltDh 30 days N nmotol. STrrgawY env slack les most how At fenp a oar affected Sedmenl cant d and cannot d• paced h •urbw wire, hdualnq to water canwymm sum as alb and gutter ygems. w conduits and aimed unlet Neta is o LYPaw In of.. fes Me darmwtr. 6.VMItl• trialtrialN walmnt ham the mmWu<Um ek• (a to •trwls SIMM the •M) must be mNMhWa by BMP• such w tine papa cmmla or MW wed foods, or equ1Al a rtrno, Street se bg mug bi used If such BIWe m not widuats to °rant wdF Dan beep lratlmed roto egmentetralt (w Pest irminta.). r ].The PmlXw mug In Mttemporaltemporaltreted bmYr as regJYaa N PM IILFL N ah pemk. TEMPORARY SEDIMENTATION BASIN WTH STAND PIPE OUTLET 6' PVC PERFORATED STANDPIPE W/FILTER FABRIC EMERGENCY SPILLWAY CREST (RIP RAP O2 EROSION CONTROL BLANKET) f\ - -OUTLET ELEVATION PROBED 12• HDPE STORAGE Plp VOLUME 3 CY CL3 RIP RAP ANBSEEPACE CgJJAR (TYPJ CAP SKIA(MER(EG. 5 GALLON BUCKET) TO BE BOLTED TO THE PERFORATED RISER PIPE � ':':�n:y inn, PERFORATED STANDPIPE W/FILTER �- •.--HY(; we+r< V /2w FABRIC TO OUTLET ELEVATION II.:I -•. - _.� _ it - .,__ .,. EMERGENCY SPILLWAY 3• OUTLET ELEVATION M I IN •i:.yw M IJ') •!� _ T LO w � 112' Fa 3ivilr�%ip-Bi 2-1/2- DIA. or E: 19 __11 co HEX BOLTS 1•-2w WASHED ROCK CONE F 5z Atl. -• . 3 W/LOCK NUT HEIGHT - 1/3 Z <. T T lrf, -.:F:.c4ueFL intim ••• ¢ M Iew TOP VIEW ' N :4 1:3 1 PIPE MATERIAL [s 1 _ 1° HOLES SPACED SHOULD BE RIGID WX .Y t Tee.;r B• TO 10. ON CENTER W 004 N TEMPORARY SEDIMENTATION BASIN W ISI TYPICAL PROTECTION MOUND BACKYARD CB'S INSTALL IMMEDIATELY AFTER CB INSTALLATION) HEAVY DUTY SILT FENCE -FASTEN TO STAKES IA STEEL POST EACH CORNER L RESTORE THE SUBSEQUENTLY DISTURBED AREA IN ACCORDANCE WITH v - ter --REAR YARD STORM SEWER THESE PLANS AND SPECIFICATIONS. SILT FENCE 965 LET TEMPORARY ROCK CONSTRUCTION ENTRANCE 1 EA STRUCTURE 6 9TOR CONTRACTOR WATER DRAINAGE SHALL FACVIDE ORAS MAY CONSTRUCT TBE RTEMPOR TO ALLOW CATEGORY 3 FIBER BLANKET 2.780 BY THE CONTRACTOR TO CONDUCT CONSTRUCTION OPERATIONS WITHIN THE WIMCO INLET PROTECTION H (GENERAL) 21.1EAAC REAR YARD CATCH BASIN INLET PROTECTION PONDING AREAS AS SHOWN ON THE PLAN AND AT THE SAME TI1IN MAINTAIN STORM WATER DRAINAGE THROUGH THE SERIES OF AFFECTED SUCH NOTE ROY 'S INASAFE S DSEDIMENT CONTROL BARRIERS STORY WATER PONDING AREAS. PROJECT COORDINATES ARE ANS ACCEPTABLEACOVER OR EQUIVALENT ALTERNATIVE. 7. DO NOT DISTURB ANY AREA UNTIL IT IS NECESSARY FOR CONSTRUCTION N 44' 53' 19.268• TO PROCEED. W 93' 34' 56.468• 8. WHEREVER POSSIBLE, PRESERVE THE EXISTING TREES, GRASS, AND OTHER HEAVY DUTY SILT FENCE AT FLARED END SECTION VEGETATIVE COVER TO HELP FILTER RUNOFF. TOP OF SILT FENCE TO BE LOWER THAN 9. COVER OR STABILIZE ALL DISTURBED AREAS AS SOON AS POSSIBLELOWEST ADJACENT OVERFLOW (SEE TIMELINE : PART IV B2). 6' STEEL FENCEPOSTS 6'-6' SPACING BETWEEN POSTS HEAVY DUTY 10. TIME CONSTRUCTION ACTIVITIES TO LIMIT IMPACT FROM SEASONAL CLIMATE CHANCES OR WEATHER EVENTS. SILT FENCE 0 o c 11. DELAY CONSTRUCTION OF INFILTRATION MEASURES UNTIL THE END OF -FLOW THE CONSTRUCTION PROJECT WHEN UPSTREAM DRAINAGE AREAS HAVE BEEN STABILIZED. 12. W NOT REMOVE TEMPORARY PERIMETER CONTROLS UNTIL AFTER ALL POLYETHYLENE SNOWFENCING FLARED END SECTION UPSTREAM AREAS ARE FINALLY STABILIZED. PROFILE PLAN 13. IT IS THE RESPONSIBILTY OF THE CONTRACTOR TO KEEP PUBLIC STREETS, TRAVEL WAYS, PARKING LOTS AND TRAILS UTILIZED FOR FLARED END SECTION INLET PROTECTION INGRESS TO AND EGRESS FROM THE CONSTRUCTION SITE FREE OF DIRT AND OTHERWHICH RESULTS FROM SACONSTRUCTION. COST FOR THIS 6 SHALL BE CONSIDER ED INCIDENTAL TO THE CONTRACT. 14. ADEQUATE CONTROL OF DUST SHALL BE MAINTAINED BY THE CONTRACTOR NO PAYMENT FUR DUST CONTROL WILL BE MADE 2"x2'•K18" MIN. WOOD STAKE TREE PROTECTION FENCE -2' MAXIMUM SPACING r-12" BIOROLL 04 WATER - FLOW CROSS SECTION PROFILE VIEW DITCH CHECK - MnDOT TYPE 3 MnDOT CATEGORY 3 EROSION CONTROL BLANKET -STAPLED & TRENCHED IN DITCH GRADE 1' Spacing on upper end w Overlap Lie I -I 3' Minimum level 1• on Anchor slotI •MINIMUM ANCHORING SHOWN � alternative Fold under 6" - EROSION CONTROL BLANKET-CATT�G9_R__Y_ 3 (TO BE INSTALLED PER MANUFACTURE'S SPECIFICATIONS) 2 EACH D. OFW4TFaINC 1N11 R10N nP11NING 1.Dewterinq or baNn draining I.,., pumped el Aanwi, arld/dltdl to for dram,•) midW to the eanetructlm actiNLY that may how turbla or incident lades abcharge wan. must to demorpM to a temporary or Pohnia ll wddhodatlan bash an the Pnpct As whenetr IPn NdbwN ma oat Foiled. r" hart Me ormdlbn doss chMinn.T050.DgN thash nwhok low natAwl to hml MeIf ol adea antl• heatmr,tter tIIQ obtained al Me bah b a eMMnbeen pons b nn. the surbce wtr. It must N VwfIt Nth the ropsaplata If M ouch that a• d•many do•v not ad y offs! the rwhing .at. or down Miss land. ors, Me Pwmktw(e) mut ensu. that ehchar9e paints m MwaMy ratacted horn raNm and ecsur. the tlbchane must M alro..ed ave natural r«A r4nP.solid bap, Plastic dmwtn9, or oar t ted em in. m ulM b Nsma • water Me amt.h. su Oona ocwpted enargY tlbelpated m•mrw. Adamtr a•dMen a trd sea p roen odea 2AII water ham arwt.hp « nek yaNhg actlNtiw must I andwpM h a manner Nat ave not auw o Me w Gond. eraelan N ndNnp chmnah w m aassnelw prapeetie a Ywneated N wetlaNa aueNg NyMwnt ad. Moral to ths wdlmd. EINSPFCTIONa AND MAINTENANCE I.M. Pmnktee(v) (Nth. the ower of W.W. Moew b YentMM h Me S P) must dutlnNy impact the entire cameducted $be at lead 4 a rainfall event wlr ave 0.5 Ndns N 24 Iwun. Following now awry ears: (]) da» during 24 ha . atactlm dna within 2 M1w rafter T 9 m hepMim .hich scare within 24 boon .X. a roinbll stent the ned inrowted must M cmaused w1aN nom (]) thaw aflr that ZAS hroecleds and maintenance inducted dumig construction must be maimed N wkhg and then goods must be watched with Yw SMPPP hI with Part YI.D. RwsE• of wch In•pwled mtl rmnahtenenw actlNty what Moulds: oo al mthis of Ine tum• ar rowteds b.Nan• at prem(•) comduaM9 nopwUme en cMeN9 al v N boa Including »<arrm dWans fa cmctM aeUme SPacl q dCwosetiw cted. tdur(hdualnq hat tiw, Pod•Hn9 malntenmw octidties' )• L Coo end amount of dallo ralnfav Mob et ate pas 1/2 nch (65 Inches) h d M1an: 1. Ooa ons of of chant's meds to .a SIMPIPPormuM nt resu, b h Part Y.Ak and S.wohm °orb of the cmdrvcted SM naw P•rmment now, but work roma of an oar Piano en the Naa I all sh ash of th. ... died pemanent amen mall M r•au<ed b ane P. roma. weer CM•IIN<Uen eltp how permanent-Pidcotes m all •-O ell res dna aro an.w during le ocpsrin9 anyMera m the ails, ted eke mud b IofpPenn fora orbs d con 02) minae (the InroNilon• may he messed Oaring beim grand hnity one F .M Ini Melength roma of prmmdI cover me res A. 0. w , has Impectbna may s irmhaled wtl cmdrvcUm aNMlY b mw peed Initiated! w Lamer If notified N wXN9 by the PPCA kh•re elk has bow sugenbd des to boom grand Cwmlona Me s .Wal hroecUon• and hton. emodins mut bps wlthkl 24 ban after runoff Duan at the aks a pies to rwunn9 wndactian. Mkhets aanw flat 4.AII r.Yan prawlted and waMnl canirtl BMPe mut W InapectM to will htayitY dna ofMtNenem MI nmNncUmd BA1P0 mut to repaF•d, npx•4 « suwleenented Na funcUmal BMP• elMh 24 Dan aXr ®aeatsrY. a a• won a• Dina ewtlitede of. aero elm moa. tlm• hem b Spacifled bral. The emotional BISI mat nwU,d• mtl ccnnply vela ted fa do field d and sugenmmantenf Me rpuysnenlc a.M At Mcal must De swayed, fegae it plea alien they become mhmctedq on tha sedlmml names 1/3 of the haiWlt of th• Mm Thw nptln mut W mads within 24 d aw es 24 M1aahaowx soon es Mud amalNons aver aana b.Terwrary and Permanent wNmenttim bwhS mut be maned and Me Sediment femowa Men the death of wdment ulleetM In the bceM mocha 1/2 the gangs wlma Drvhay and minora mut be empl.ted rain 72 M1om of ebcanx « w wan as Atha maitlane tled oaw (w Pot MO.). a5urbce sateen, Moban, mandate a tchal and <anwymw swtil mud M hepeaml far "dence of .wed and walmmt OeppNMan. Tia Peemklelf(s) mut rsnm 01 dabs and elMmt d.o.elted in sufkw sateel Including dninpe now. vetch baNna and .0. erahay systems, and ndmAW thei arm whir sediment mmowl results N wgawe vel. no removal and dabliratim must take place rah sewn (T) days of dwowy unlp• Vin d•d by Zeal rpulataY. or physical a. emtnhta The Pemklse got use of awwad. gods b cbtaln .cavo H pntluded, ranowl and otablIvition mut tab A. With ••tin (7) Wendar dew of obtains, sum. 1tW Perming le do,yage. for contacting ap local, rplmd. gas and Bard wthrttW and mol my app,MDle permlte. Prior to conducting my work atCantructlan As whida exit locptbm mut M Imbeam for Wdnce of ave -eke veddkrint tmilung to wtM wfac s, Trwbad wdMmt must be nmowd ham aA wore surf. soffit 24 tan of alscats% w If apgical rich o Mor1r time to amply with Pert MCI& &ThePmnittae(e) m ewpmshle fes Me aDerutlan and mahtenanea of lenparary and Comment water quality mma,eenmt BYP% ce nod re dl illn Prmnled ane Use M I.Ssud d co for as duroted or as arlamirA rack of the Nta is w not we resported until ate has Prmktw haS assumed a9:tra and arNOT to Pas 11.8.5 ow N res of Me sic• the! haw rad ben final dMoth t tlw Nle tae uMspma Aw. Sl fmolt.m, dna a NOT has Men t stied to ae MPCA I. If •dh ion ••<roal the emS(w, I ata oN-sM t M gradskatioc l adMent mud W removed h a roam. ma ala /pumas suffbenl to mM o oN-afS Mwcte dap. fugtlw women! h alrwb aaNa be washed Into tam .cess. by ted mat nun and/or pow a seedy Fmvtl b uSrs of Pudic sk•da. &A11 infldaled mesa mut as Indicated to man that no aaaMent /am m,ahg emdacted actI ty Is nahIng Me Infltnted asp atm ave arm m prot•sed Dan non°«Bin due to canNruated •ylpment d'Nh9 eves the h1Alratlm ares. DUMP STRAP - 1• (25 mm) REBAR FOR BAG REMOVAL FROM INLET SILTSACK EXPANSION RESTRAINT [1/4' (6 mm) NYLON ROPE, 2• (51 mm) FLAT WASHERS) ADDITIONAL ALTERNATIVES: THE CONTRACTOR MAY REQUEST, FROM THE ENGINEER, APPROVAL OF ALTERNATIVE DEVICES. CATH BASIN INLET PROTECTION - SEDIMENT FILTER SACK PLAN VIEW IS D D r FA NOIE 1x YW. REYfla£ GRIDIFM o - Y YW., s' YA%. A -A w - to' MINIMUM SIZE - 1800 CU. FT. OF STORAGE VOLUME FOR EACH ACRE DRAINING TO THE TRAP TEMPORARY SEDIMENT TRAP UNDISTURBED VEGETATION DIVERSION REAR YARD CATCH BASIN INLET PROTECTION WIMCO ROAD DRAIN DOZER TREADS CREATE GROOVES PERPENDICULAR TO SLOPE DIRECTION HORIZONTAL SLOPE GRADING PROJECT ENGINEER DEVELOPER: CITY CONTACT: NPDES OFFICER: F no Pwmlit••(e) shall Mplemenl Me following pollution panted management mwsures an M• eke 1.SdM Wots Collected waMen4 aemtlll nd anwroa mllh0. flooding del prooer, pladentna bbk, m•WNIon and demdlted dabre oar sates mut the droased N Proasirly wtl wmnpy LPCA dwed 2,fit, le Ndrbs 01, ri R. palm and my ha sten, substances mut aped to awed, Including eeaandarY containment, to pr•.rH epllla Mb or oar alachwga RUWcted thaw to daps res mut the raided to Pr•wmt wnetlrm. Straps and Nroawl N IwiptlaS rave must be In cornpledce era MPCA ilikko onR .We Prowl washing N Dud:. ane oar mobu g Moes main b Ilmked to a aaMM ane of as eta IhnoX must b• contained rue rode sdboxissedut moth , li enghe sola) dg e going! era m We 4.Cmwta reMat y moths, AS Ilaub and edM owls penratM DY ed doe nalhat woolens mord the wtor ro n a water (prof containment fooShe. w MPemaobl. Ilnr. A compacted mgno tlay act a dune not ahoy wchwt of be b enlr promo omr e considered! an Impntord, •Ihr. The Ilqub and id wastes mut not posited the Sound, and ora must no< M CA Dorn ted womb waMat uprated• ja prem !"gala sh said vaetee must be aapoeed ui prom o ora h compliance t e p MPGA reties. A Ngo must be Installed adjacent b wch weltat bdillY to Inform canwele pJbment apralm to utvd• W Prapr /aclllle N!: 1 li TM GFl _ 5TMI Me Permltood.) must ensue Find SIaDhSation of the nice. Find StMAladon reaulrw all of Parte IVGI-5 or Part WAS: 1.Fhol Slmll.atbn rewhw that all w1 disturbing actiftiev at the Mt. haw been completed and all We must by dallied by a witmn •rennkY atM waw, with a density N Tx ow the more Pthe a oar puiwlent morns necessaryto ament taln under awed condition.ell ZMe PermItt a mud mer• Me the ormight tormwl. treatment system meets all r Foments In Part 111 G This Includes but to as() P Ya epi not IMAM b, o find dem wt of ucton w permanent waftrdt led basthat an to M uvea F permanent ratsnudity ,since management Doeln• and Mtl congncted w mahtmmd o/ hflhded Collins. NI walmml mud the rmtowa horn conwwnw eyatame and tlkmw must dmlized NM prmam:t weer. SPrlor tomust Ssubmission of the NOT, soilh tennprr,, S»thWe and structural rwbm pr•menUm atm .edMent canted BLIPS (such as At fen w) mad be lode) an the t InSPortion. or the its for Mich a• Pwmkiw b r•rom•Ida BIPa arpnM to dwanpw m As (such se owns mmpet lay) mall ru est h lyra I. For residential d peructkn .ax al hum b lob an aana and Molly doDllaed N M douold orMe) m M. A lampwary e P M.praised. mu and tlo'anpaelent peMdr cantrd Das been <amgded ma the rwianw has been ode b a. hempwr. AMWanally, MeP.M. mud abhlbub th• YPG'e 'Hom.Panw hit 9baal' b tae hemw.na b Ufea'm the Don.onmes d iD. a.ed tor, am bp•eb N. pemomvt mor. 0.hr a+vaGuattav propab m Mad wed tar eplaWtutL DurPcees (e.A• NPsUaw sora map w Imp lend) Ileal 9LblDeelfw ma> b waomplhbd by nlarniw W dbdelyd land to Its pr•oowlruoGov spbdtaN vee a4 Pesmueee ma> tw•mlmb peeme aaseeye Tab M a®pledm N w rm,vaadaa .auNt> B .B N me raoadaN aemluom en rot M addltlm b Ad Ig.G.2 tawsµ PaR Ig.0.8 ova whin appticobl•, Part IVO.4 «Part Ig.G.0. a eoa.Maaelm .ae?.Eq m amu ten at prop 4 At Leet Bgx IDI alae) d a8 ogYMaU> PwDord aw•wodoa wGd[> Du Daen amPLted and pwmmaal corer atebtiSDM m throe alww. n Oe emu rare e®LaaYm eaddt> Y ml a®pet, perinea®t aowr nu Den asbblLDM Fn 1(y:J`.a°ti9 � . m.m.r 'mer i�'m:'am).'•: •:L::cxir-r � ':':�n:y inn, �- •.--HY(; we+r< V II.:I -•. - _.� _ it - .,__ .,. :.. L- lm M I IN •i:.yw M IJ') LO w � O Fa 3ivilr�%ip-Bi M•li .. F_. or E: 19 1'w'7 co w N F 5z Atl. -• . � S � \ <. T T lrf, -.:F:.c4ueFL intim ;t•_•::1_ �•:- ¢ M r� N IT ' N :4 1:3 1 � [s 1 _ WX .Y t Tee.;r O W 004 N u• a1�KL'll C n •on.n :w:�amh:-:::lues LI_ W ISI Z� N W I[�Ill !Ling: o SLI ( Co r[Ac[ oral' ma FBI: YFFiIN^. RF+RRrMFNT Rr :We:R<jhXyih"i 1.41 Y: F Aid. e�,..�•>; Sl=iso r r% I%['-- �`.^�'�lj :� l�j j�.•Plr YCN:I _<'JC_ Lara Le'a _.,.t A: r ern "::!:err•. ' GFFROAG CATCiBAa^IN nLr_r< Dnnrs1[T mJ�,.... <: n'w c-wEYOIhEANG 7]•.^R-I.1LM JOEL COOPER, P.E. -JAMES R. HILL, INC. TYLER STEVENS - ENCORE SENIOR HOME CARE ALYSON FAUSKE - ASSISTANT CITY ENGINEER WILLIAM WILDE - MPCA :J_:.. G:.'e LD :1:1 uf� ROCK CF9NSTRl1C10V FNT;ANCF CDG YSRINC J:PM-NCVf I err w. 030' IPILFT. .a_l e' <"":C _: vi••myLa '1'.. All...... CL. •. I .I.• kms+. :: J: L:: I •!d! ..i'•1 %l.y 4_'LC_ I _ LI: li •. c::Y r1L�Ngfel9t�hFtll .. .v._ .L..e L. V.: -.J• t.'ct. WI[U[ ;:AT :H R651A EFL'MEN- TRA!" ,N CNGINCM',G OCPAnACIT w. 5502!. (952)-890-6044 (0) (952)-426-1371 (0) (952) 227-1164 (0) (651)-757-2825 (0) z 0 0 W DRAWN BY CMR DATE 07/31/12 REVISIONS CAD dFILE22881PROJEC228C 104 V cn = O M W M IJ') LO w � O �� N 19 1'w'7 co w N F 5z \ � S � N ¢ M r� N IT N � W _ WX N O W 004 N Z W En LI_ W ISI Z� N W o C Co 0 z= (n C9 Cn DO n r 1 I+i (7 W V ILL Z v CC Z 3 W III J o Z 0 N O_ z 0 0 W DRAWN BY CMR DATE 07/31/12 REVISIONS CAD dFILE22881PROJEC228C 104 W A O M Lr) 19 1'w'7 U-) w F 5z 0OLin N Z ��'zP Z � O W 004 N _ W En W ISI U1 U 0 z= r 1 I+i (7 I. 71 1) z 0 0 W DRAWN BY CMR DATE 07/31/12 REVISIONS CAD dFILE22881PROJEC228C 104 G LIJ f Ll LIJ 11 Gr) 99 42 990 sas` D \l V L_`/_I n I /1T L_`/ I I /1T L_lJ I > I /1'r - L_V I / </ r--\ / r_- N I L— V L— 1 V F- E:)--\ i I I \ I I � �. L_\J v f /1 N I r - \J 1 V L- /� L) /1 ^ ^ I N I 1 V \7 TWIN CITY AREA 651-454-0022 MN. TOLL FREE 1-800-252-1166 N SCALE IN FEET 0 30 60 90 1 inch = 30 feet a a c�pro w H� ~zo o J LUU N W FF W U cOM ZN JZ W�M W W W W V) za W W^ a 03 0,4dU z z= 0 O O W DRAWN BY CMR DATE 07/31/12 REVISIONS CAD FILE 22881ERC PROJECT NO. 22881 C6 [oe*u L- V V) ag M O w � c0 01 S 00O ^ jE N N m v - w w O" X z LLJ o 0 C/7 Co Eui U Obi Z /�� Z �V z N a a c�pro w H� ~zo o J LUU N W FF W U cOM ZN JZ W�M W W W W V) za W W^ a 03 0,4dU z z= 0 O O W DRAWN BY CMR DATE 07/31/12 REVISIONS CAD FILE 22881ERC PROJECT NO. 22881 C6 [oe*u L- GENERAL GRADING NOTES: 1. SPECIFICATIONS WHICH APPLY ARE THE MOST RECENT EDITIONS OF THE MUNICIPALITY IN WHICH THE WORK IS LOCATED AND THE MINNESOTA \-` y94 ' f -ST. C.B. I DEPARTMENT OF TRANSPORTATION SPECIFICATIONS FOR HIGHWAY \9g� �� FL=994.119 CONSTRUCTION UNLESS MODIFIED HEREIN ON THESE CONTRACT DOCUMENTS. 2. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO UTILIZE THE `988 "GOPHER STATE ONE CALL" EXCAVATION NOTICE SYSTEM AS REQUIRED UNDER \` 988 MINNESOTA STATUTE CHAPTER 216D, 48 HOURS PRIOR TO PERFORMING ANY •.� 984 ~�-•Q `� EXCAVATION (PHONE 651-454-0002 IN THE TWIN CITIES METRO AREA OR _ , 'm _ _ TOLL FREE 1-B00-252-1166). `ems `c74'c r-\ F I\ I F L) T\ / /� i\ I- 19,50 3. GRADING CONTRACTOR SHALL VERIFY LOCATIONS AND ELEVATIONS OF 380 \ �\ �\`�6„ \ L_ V L_ V I \ \_/ I V L_ ALL UNDERGROUND UTILITIES WITH THE RESPECTIVE UTILITY COMPANIES Oe v SAN. M.H.- -'� -• PRIOR TO CONSTRUCTION. 0 RIM=980.01 4. ALL CONSTRUCTION AS CALLED FOR ON THESE CONTRACT DOCUMENTS INV.=967.29 SHALL BE PERFORMED IN ACCORDANCE WITH ALL OSHA REQUIREMENTS. r,\ 1 \ \\\�� /1T 5. ALL LOT AND EASEMENT DIMENSIONS ARE SUBJECT TO FINAL PLAT. ---- B. ALL EROSION CONTROL MEASURES CALLED FOR ON THESE PLANS AND SPECIFICATIONS, WHICH MAY INCLUDE FILTER FENCE,SEDIMENTATTON I / '~- �� t \` 70•� �O 99 9� �� \� p L_\J f BASINS OR TEMPORARY SEDIMENT TRAPS, SHALL BE CONSTRUCTED AND -I' 07q O a X c, \ SERVICEABLE IN THE FOLLOWING ORDER, AS REQUIRED. / `� `"� \� 4�gB 8• �ST. M.H. M.H. C.B. a. ROCK CONSTRUCTION ENTRANCES. J /fes \ 'R �c RIM=985.41 0 -ST. C.B. 1 � � b. FILTER FENCE. ( \ \ `SW.INV.=967.19 d RIM=994.31 c. TEMPORARY CULVERTS.1 g i NE.INV.=982.86 d. TEMPORARY SEDIMENTATION BASINS AND OUTFALL FACILITIES. a \ e. STORM WATER POND CONSTRUCTION. /1I I I /1T A I 1 f. COMMON EXCAVATION AND EMBANKMENT (GRADING CONSTRUCTION). U V L_L/ g. SEED AND MULCH (SEE NOTE 14). h. STRAW BALE BARRIERS IN FINISHED GRADED AREAS. \ �I<'•�� L INLET AND OUTLET FACILITIES SUBSEQUENT TO STORM SEWER 18" F.E.S.- CONSTRUCTION. .E.S. CONSTRUCTION. �L - -' INV. --W.1 \\ \ 7. GRADING CONTRACTOR SHALL PROVIDE AND MAINTAIN ALL EROSION CONTROL MEASURES AS SHOWN ON THESE PLANS AND SPECIFICATIONS ✓- '�---- ~�� i [��y}.�y'� ' -�` w} 6� t AND IMPLEMENT ANY ADDITIONAL EROSION CONTROL MEASURES -- �`_ ` I `•'�.,1��1+_"� /g� { JJ / NECESSARY IN ORDER TO PROTECT ADJACENT PROPERTY. �- ~� r °� ( � j B. ALL EROSION CONTROL FACILITIES SHALL BE MAINTAINED BY THE coo m ST. C.B. M.H. `'- `_ g °} 96 RIM=976.45 ! .5 p GRADING CONTRACTOR DURING GRADING OPERATIONS. ANY TEMPORARY "- ��+ , cINV.=967.35 FACILITIES WHICH ARE TO BE REMOVED AS CALLED FOR ON THESE PLANS AND SPECIFICATIONS SHALL BE REMOVED BY THE GRADING CONTRACTOR WHEN DIRECTED BY THE ENGINEER. THE GRADING CONTRACTOR SHALL 978 , - , I! / 8N - 70•� THEN RESTORE THE SUBSEQUENTLY DISTURBED AREA IN ACCORDANCE - .O�p .' WITH THESE PLANS AND SPECIFICATIONS. �- g82< g/ 96.E `F� �.SAN. M.H.�r 1 0 9. IT IS THE RESPONSIBILITY OF THE GRADING CONTRACTOR TO DISPOSE 986 ' \ 0350 NRF RI NV 97 7. WATER M.H. REINFORCEMENT MAT I �e ,o I ! W I 987 12 ATE o f� OFF-SITE ALL TREES, STUMPS, BRUSH, OR OTHER DEBRIS THAT EXISTS >~.� ;Z"\ `I I r \ \\C \ SE INV =987_.72 jRIM-999.73 WITHIN THE CONSTRUCTION AREAS. TREES TO REMAIN SHALL BEIx / 11 DESIGNATED BY THE ENGINEER. OLE 994.50 / ` � � HWL 995.85 ]' I 10. THE GRADING CONTRACTOR SHALL SCHEDULE THE SOILS ENGINEER SO WET VOL 0.16 AC -FT THAT CERTIFICATION OF ALL CONTROLLED FILLS CAN BE FURNISHED TO \ .9 THE OWNER DURING AND UPON COMPLETION OF THE PROJECT. ,a x 11. DENSITY TESTS SHALL BE TAKEN TO EVALUATE THE COMPACTION WITHIN THE STREETS, TRAVEL WAYS OR PARKING LOTS. WITHIN THE UPPER 3 FEET1 t00 -0 II 1 OF STREET, TRAVEL WAYS OR PARKING LOT SUBGRADE, THE CONTRACTOR L_VT CA zo m Co ° `jof 998 n. SHALL INSURE THAT ALL SOILS BE NOT MORE THAN ONE PERCENTAGE POINT o� A OVER THE SOIL'S STANDARD PROCTOR OPTIMUM MOISTURE CONTENT, AND THAT COMPACTION TO A MINIMUM OF 100% OF STANDARD PROCTOR DENSITY BE PROVIDED. IN AREAS BELOW THE UPPER THREE FEET OF SUBGRADE OF c THE STREETS, TRAVEL WAYS OR PARKING LOTS, THE CONTRACTOR SHALL J \ C/LP / INSURE THAT ALL SOILS BE NOT MORE THAN THREE PERCENTAGE POINTS OVER THE SOIL'S STANDARD PROCTOR OPTIMUM MOISTURE CONTENT, AND ! �\ 96 9&76 s \ THAT COMPACTION TO A MINIMUM OF 95% OF STANDARD PROCTOR BE DENSITY BE PROVIDED. THE GRADING TOLERANCE FOR THESE AREAS SHALL /// WITHIN 0.1'1. # J •�� 989.28 �1' /� ,- � 2 O 12. LOT GRADING AND/OR THE PREPARATION OF BUILDING PADS SHALL BE I �I TC/G \ C/LP CONSTRUCTED IN ACCORDANCE WITH THESE PLANS AND SPECIFICATIONS. 99.00 99.26 THE GRADING TOLERANCE SHALL BE 0.25'±. ALL EARTHWORK OPERATIONSGS SHALL BE PERFORMED IN ACCORDANCE WITH THE HUD -FHA DATA SHEET ; I i 888.50 999.00 /GO 79G ✓/ 79G "LAND DEVELOPMENT WITH CONTROLLED EARTHWORK", PROVIDING t I !j FOR A MINIMUM OF 95% STANDARD DENSITY, OR AS OTHERWISE SPECIFIED ' / BY THE GEO-TECHNICAL ENGINEER. r .,� C i 13. IN AREAS WHERE RETAINING WALLS ARE PROPOSED ON CONTROLLED FILL J \. � l �� t � FFE 999.00 ODs. %1 AREAS, A MINIMUM 95% STANDARD DENSITY NEEDS TO BE ATTAINED I J WHERE FILL THICKNESSES EXCEED 10' BELOW WALL FOUNDATION _ ` -�r 005 I; DGg.7 (J/ ELEVATIONS, A HIGHER MINIMUM OF 98% SHALL BE ATTAINED / I /1 T 7 C 14. BUILDING PADS SHOWN ON EACH LOT ARE TYPICAL ONLY. THE DEPTH OF THE PAD FROM FRONT TO BACK SHALL BE GRADED THROUGHOUT THE FULL WIDTH fYJ OF THE LOT OR AS NECESSARY TO ALLOW FOR CONSTRUCTION OF A BUILDING AT THE MINIMUM SIDE YARD SETBACKS. (REFER TO THE PLANS FOR SPECIFIC SETBACK DISTANCES.) IF UNSUITABLE SOIL CONDITIONS ARE ENCOUNTERED WITHIN PROPOSED BUILDING PAD THAT CANNOT BE CORRECTED OR REMOVED, , IT IS THE RESPSONSIBILITY OF THE CONTRACTOR TO NOTIFY THE ENGINEER OF THE CONDITIONS AND TO LOCATE THE LIMITS OF THE 0 ! UNSUITABLE AREAS. J I� o e 15. UNLESS OTHERWISE SPECIFICALLY NOTED, THE FOLLOWING SITE ( - -- ` RE -VEGETATION TECHNIQUES SHALL BE IMPLEMENTED. ALL DISTURBED % ROI ppb \ \\ �< 0008/. AREAS, EXCEPT STREETS, AND POND AREAS SHALL BE COVERED WITH A ! I /OF DRAINS TO OUTLET TO -j \ TC/G 0/LP I t MINIMUM OF 6" TOPSOIL AND SHALL BE SEEDED WITH MnDOT #250 MIX AT 70LBS./ACRE. SEEDED AREAS SHALL BE MULCHED WITH MnDOT TYPE 1 t y AT 2 TONS/ACRE AND DISC ANCHORED. SEEDING AND MULCHING SHALL r REAR BUILDING SWALE -- TIPOUT -- / BE COMPLETED WITHIN 2 WEEKS AFTER EARTH MOVING OPERATIONS ` jJ 1 '� IIry •.�\ _�`� ^CURB -- 1 ARE COMPLETED. ALL SLOPES THAT EXCEED 3(H):1(V) SHALL BE SEEDED ��i/ ZII G �l GS m WITH A WOOD FIBER BLANKET. FERTILIZER SHALL BE 22-5-10 BO% W.I.N., 0% CL OR G 009• 008.6 EQUIVALENT AND APPLIED AT 350 POUNDS PER ACRE. FERTILIZER IS lam= ! I I f f TO BE INCORPORATED INTO THE TOP 3 TO 4 INCHES BY DISCING OR }I G5�` 1 i •' 1J I SOME OTHER SUITABLE MEANS. WHEN SEEDING AFTER NOVEMBER 1,004, A II�`r`. TCS OR WHEN TEMPERATURES DO NOT EXCEED 40 DEGREES FAHRENHEIT, /� 1II ' r FIFE 1009• 86 THE CONTRACTOR SHALL DORMANT SEED ALONG ALL DISTURBED AREAS. ! }t ��" 00 '� 008 - fff l DORMANT SEED BED PREPARATION, SEEDING RATES, AND MULCHt 1 j O REQUIREMENTS SHALL BE THE SAME AS THOSE DESCRIBED IN THIS SECTION EXCEPT THAT NO SEED SHALL BE PLACED ON SNOW OR ICE WHICH IS GREATER THAN 2 INCHES IN DEPTH. ANY SEEDED AREAS WHICH Lj �� 1 /.7 DO NOT BECOME ESTABLISHED SHALL BE RE -SEEDED AT THE /1T -� r } 08.6. 008.7 �tiA =L • ` , ` _ Does CONTRACTOR'S EXPENSE. U I • ` % 009 /GB 35/ r 16. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO KEEP PUBLICrrr Jc/� "- 010' Q („� STREETS, TRAVEL WAYS, PARKING LOTS AND TRAILS UTILIZED FOR INGRESS JJ f f C �. j TO AND EGRESS FROM THE CONSTRUCTION SITE FREE OF DIRT AND 1 I `� OTHER DEBRIS WHICH RESULTS FROM SAID GRADING CONSTRUCTION. t 17. THE SITE GRADING TOLERANCE FOR THE SITE SHOULD BE 0.1' FOR STREETS io/ JAND 0.30' FOR LANDSCAPED/OPEN AREAS. 1II1II..--�'�� oo�. SPECIFIC GRADING NOTES: l L S ON THE PLANSjO�.v i I + : o �-' Tc TC 1. THE EXISTING TOPOGRAPHY AND CONTOUR ELEVATION //{ I � � wt_e,�..~�`' +• WERE PROVIDED BY JAMES R. HILL, INC. ON OR ABOUT 07/15/12. THE t F 4 S �8 j( 5 DEGREE OF ACCURACY OF THE EXISTING CONTOURS SHOWN ON THE PLAN 016 �� t IS EQUAL TO ±ONE HALF THE CONTOUR INTERVAL �' � i ' r - SPOT SHOT LEGEND V 00. PROPOSED CONCRETE EDGE AE D00. PROPOSED ASPHALT EDGE QGB 00. PROPOSED GRADE BREAK QGS 00. PROPOSED GROUND SHOT P o. PROPOSED HIGH OR LOW POINT RE 00. PROPOSED RIM ELEVATION TOP OF IRON PIPE AT SOUTHWEST CORNER OF SAID OUTLOT B. ELEV. = 1007.80 FEET O o a,Of7000 G 36" F.E.S. y INV.=1003.38 / ST. C.B. M.H . RIM=101 6j.009.93 NW.INV.=1009.0 0 1 OEM 01 Am._ C.B. 1010.99 CO TWIN CITY AREA 651-454-0022 MN. TOLL FREE 1-800-252-1166 N SCALE IN FEET 0 30 60 90 1 inch = 30 feet DRAWN BY CMR DATE 07/31/12 REVISIONS CAD FILE 22881G PROJECT NO. 22881 C/ 81 V N � O M w � z N o � rn 00 N CN m L0 ■ � W InLLI Z N L¢L C -D W N o \ C -Z to o Cn Oc 00 EZW v rn v /�� Z 3 c V J z o0 0 ♦2 N d E m o - w aoEoco a a Y •' ++ C m i W �8p 0 tT m ca -w acs o f ii0m y c �j 5; m c �.� v�F_� M ooa o.a ��aw o �t` Oi TC m L N a -o o w` in o a w z 5N 2 0 �y V) P4 z r ' LdX w z W Zz � N w W w h~a'I� Z Q S P4 V � PI) z w DRAWN BY CMR DATE 07/31/12 REVISIONS CAD FILE 22881G PROJECT NO. 22881 C/ 81 T I U 191 99p \ I 988 ---,984 96~�\� ^r_-sir_-�I /--\NIr- ��[)/1^^INI \9s\ `: L_ V L_ I V I \ I 10 \ \ 8 \: \ \ \ $\� \ ❑ 484 1 2Co 1 A, N 1461 / J I 1 rW m 145 9 1 � 98800 / co J 982-- 9 I j1 986 �. �0 II II 5�� CP TV /41 j \ map °'Lo 00 Co )1411 Co 1A1141n 145 14.1„ / 1415\`,-,' \ 1416 I � I \ \ 417 1419 � p L_� I :; r tat 9g \\All- )1421 ,1az1 t �✓ .v .. "� I �� ' 467 4222 /r � 142 w '^ ; 4 \ y , 25G 146 �2{t g i I 426 o Y1 it A 1 4 1448 L _ \./ I / I 1446 27 1447 o I0 1444 1439 { r 11F6 Z all .. 1431 1440 \ \ �/ 441 ' - 1428 •�-j' X1437 107 LEGENDEXISTING TREE SAVED EXISTING TREE REMOVED BEEHIVE HOME TREE INVENTORY 7/30/2012 TAG NO. TREE TYPE ELEV. SIZE SIZE SIZE TOTAL SAVE REMOVE 1410 BOXELDER 994.30 11 15 19 45 X 1411 BOXELDER 993.91 10 r, Lo � 10 W X 1412 ELM 993.71 11 oE!�vy�c� 11 N X 1413 BOXELDER 993.50 10 17 z 27 O X 1414 BOXELDER 992.47 13 1--1 N 13 ~¢w x X 1415 BOXELDER 994.77 11 C) 11 r a X 1416 ASH 993.59 13 Z 13 X 1417 BOXELDER 993.99 11 Z � V) 11 X 1418 ELM (DYING) 993.92 14 C14 COo 14 X 1419 BOXELDER 995.83 12 m 12 X 1420 ELM 994.48 17 z 17 X 1421 BOXELDER 994.00 13 13 �\z X 1422 ASH 996.35 8 12 20 X 1423 ELM 997.97 16 16 X 1424 ASH 998.75 24 24 X 1425 BOXELDER 1003.25 12 12 X 1426 MAPLE 999.46 27 27 X 1427 MAPLE 1001.32 20 27 47 X 1428 BOXELDER 1 1008.18 26 26 X 1431 ASH 1007.02 10 10 X 1432 BOXELDER 1004.33 15 15 X 1433 ASH 1006.59 13 13 X 1434 ASH 1006.39 10 10 X 1435 BOXELDER 1007.45 11 11 X 1436 ASH 1005.73 17 17 1 X 1437 BOXELDER 1005.17 10 10 X 1438 BOXELDER 1010.37 30 30 X 1439 BOXELDER 1010.24 20 20 X 1440 ELM 1011.68 20 20 X 1441 BOXELDER 1012.11 18 18 X 1442 BOXELDER 1010.08 14 14 X 1443 BOXELDER 1008.25 16 16 X 1444 BOXELDER 1009.71 11 11 X 1445 BOXELDER 1007.09 11 11 X 1446 BOXELDER 1008.21 12 12 X 1447 ELM 1008.46 10 10 X 1448 BOXELDER 1006.78 19 19 X 1449 COTTONWOOD 999.08 20 25 45 X 1450 COTTONWOOD 999.06 17 21 38 X 1451 BOXELDER 997.95 9 11 20 X 1453 ASH 998.07 10 10 X 1455 MAPLE 993.12 16 16 X 1456 ELM 993.21 10 10 X 1457 BOXELDER 987.85 10 10 X 1458 ASH 999.13 9 10 19 X 1459 COTTONWOOD 990.16 21 21 X 1460 COTTONWOOD 988.43 14 14 X 1461 MAPLE 987.18 10 10 X 1462 BOXELDER 987.52 13 13 X 1463 ASH 987.53 12 12 X 1464 COTTONWOOD 978.40 18 18 X 1466 APPLE 1000.17 10 11 21 X 1467 SPRUCE 1004.20 23 23 X 1468 OAK 1013.56 50 50 X TOTAL CALIPER INCHES 986 TOTAL CALIPER INCHES SAVED 313 TOTAL CALIPER INCHES REMOVED 673 PERCENTAGE OF TREES SAVED 31.7% SCALE IN FEET 0 30 60 90 1 inch = 30 feet E V a Qi o - w E cn a o c o d 3 y N N r O M y�oo`o oa r, Lo � �a�oU W ~4z oE!�vy�c� N - C T C (D LLI C) 0d0 z o O w 00 Ld 1--1 N ~¢w x m U) �D -wavowv) W C) w r a w 0 >< Z Wo Z � V) � Lu n C14 COo N � m 04 w Lu CJ v z cZ3w �\z J o Lo 0 ♦ E v a Qi o - w E a o c o d 3 y N N r Z y�oo`o oa Z O � �a�oU W ~4z oE!�vy�c� o QoV) C T C I --I LLI C) 0d0 z W O w Ld 1--1 fc ~¢w x =a Z N �D -wavowv) W C) w Q' r a w DRAWN BY CMR DATE 07/31/12 REVISIONS CAD FILE 22881 TP PROJECT NO. 22881 C8- A Han Qi a Z O z" M M W ~4z o QoV) LLI I --I LLI C) z W O w Ld 1--1 ri N ~¢w x =a Z N �D w N W C) w Q' r a w 0 CD Wo 0 n w DRAWN BY CMR DATE 07/31/12 REVISIONS CAD FILE 22881 TP PROJECT NO. 22881 C8- A Han �..,//J))) Fes•.. i 1 { V 2 t 1 al J& �1 4a 1 ILEt ,, } '� IN r � t £jt 7 to 'i'� #L�+'t Am �' t r -e, i F f F Ek- 'tTc OE6 T3 UIM rt" L 7 i 7 V '4 j _ r � s V n i J -meaty 'i -p Fi sa•»'t3�i.'iG•tj LIMP=� L , J i T✓2f �°v �� 3 �� a e - - • PC 2 '•;,'« l Ll tlfk��si�m� i �tkloi2.�t�1 c.�o T� 1>rp,kp $,.,5 4t " LAY -• - � _�3`�-:�aeY �i-t2:crtJS�,,,, � �S,tM2-i'a�,2R'�' � -- _n-_..__..,__._...__• . _ .•: � _ -< � ... - � � - - _ ... _ "� : _ _.� __.. _ �'� R E'er S'�?'C'.. _. _ . - J C_ Jam„ ""' ^ l.iiJ rC �c_:..�,•.Lf .:3' .. .gyp' ! ' 'pc l � 2•l v P`A•C..A {..ai„ ��2••�?t-�• � (c31R,.•++�_�.�'.�c,�'�%c�'+, ___ . . �' t , � �'' t3�" .. f � a DRAWN BY CJK DATE 09/04/12 REVISIONS CAD FILE 22881 LP PROJECT NO. 22881 CB— B V a 0 r cn � o M � M O owa O ZX z xw pw Cif Z -N wA�w" U co w a Z x O U) Wa z =a Q' i WU M s 00N 3 N m v in w LTJF15 O X Z � t� Zn !n d LLJ O co/� co O 0C"0 E W v rn cc z w J O Z a N CL DRAWN BY CJK DATE 09/04/12 REVISIONS CAD FILE 22881 LP PROJECT NO. 22881 CB— B a 0 r aZ� W 5Z O owa O ZX z xw pw wA�w" U w a Z x UJ U) Wa z =a x } WU M � 3 W in DRAWN BY CJK DATE 09/04/12 REVISIONS CAD FILE 22881 LP PROJECT NO. 22881 CB— B GENERAL UTILITY CONSTRUCTION NOTES 1. SPECIFICATIONS: THE WORK SHALL BE DONE IN ACCORDANCE WITH THE CITY OF CHANHASSEN, MINNESOTA. \ y34 \ -ST. C.B. 2. EXISTING FACILITIES: IT SHALL BE THE CONTRACTOR'S RESPONSBIOTY TO 9g �•. \' TC=994.79 DETERMINE THE LOCATION OF ALL EXISTING UTILITIES BEFORE STARTING \ 2"•�•, \ FL=994.11 CONSTRUCTION. THIS INCLUDES, BUT IS NOT LIMITED TO SANITARY AND 990 STORM SEWER, WATERMAIN, NATURAL GAS, ELECTRIC, TELEPHONE AND CABLE \- 988_'=� TELEVISION SERVICES \98s THE CONTRACTOR SHALL NOTIFY THE ENGINEER OF ANY CONFLICT BETWEEN 984__, 41Q \ THE EXISTING UTILITIES AND THE PROPOSED CONSTRUCTION. THE ENGINEER IN ~meg ---, .� COOPERATION 1WTH THE UTILITY COMPANIES. SHALL DETERMINE THE NECESSITY ^., 9 8i2} �\ g \ --\ ^ F \ / r NFOR ANY RELOCATION OF THESE FACILITIES. '•c [y \ \ g - THE CONTRACTOR SHALL PROTECT ALL EXISTING UTILITIES AND FACILITIES SO \ \Oa \\ �-% L_ V THAT THEY WLL CONTINUE TO FUNCTION IN THEIR PROPER MANNER BOTH - - SAN. M.H. DURING CONSTRUCTION AND IN THE FUTURE ANY SUPPORTING STRUCTURE '4b THAT MAY BE REQUIRED BECAUSE OF THE CONTRACTOR'S OPERATION SHALL RIM=980.01 BE PROVIDED BY HIM. INV.=967.29 THE CONTRACTOR SHALL BRING TO THE ATTENTION OF THE ENGINEER ANY CONDITIONS SUCH AS SAND IN MANHOLES OR VALVE BOXES EXISTING PRIOR TO THE CONTRACTOR'S EXCAVATION. ONCE EXCAVATION HAS COMMENCED, IT WALL BE ASSUMED THAT ALL DAMAGE TO UNDERGROUND UTIUTIES HAS BEEN CAUSED BY THE CONTRACTOR'S OPERATIONS AND IT BE HIS \.� \'�.�, ` F 7O•� 9� g9 g WALL g `flip , \ RESPONSIBILITY TO MAKE THE NECESSARY REPAIRS. `"� 98 'f. 8• O/,a o . \ � \` 3. CONTRACTOR RESPONSIBILITIES : THE CONTRACTOR SHALL MAKE HIS OWN ''�.`_ \ •�.,,¢g 100 _ -ST. M.H. ARRANGEMENTS FOR RECEIVING WATER FROM PUBLIC OR PRIVATE SOURCES " -"�•_ \ RIM=985.41 AND SECURE NECESSARY PERMITS AND PAY REGULAR CHARGES. ALL CITY \ 9 \ g WATER SHALL BE METERED. DISPOSAL OF ANY WASTE WATER OR ANY TEST A \NE INV.=967.19 d'.��\ WATER INTO THE CITY SANITARY SEWER SYSTEM IS SUBJECT TO CIN CHARGE �''k - NE.INV.=982.86 CONTRACTORS ARE NOT TO OPERATE GATE VALVES OR HYDRANTS ON CIN WATER SUPPLY. I /1T A _U THE CIN J LI n ENGINEER AND THE ENGINEER SHALL BE NOTIFIED 48 HOURS PRIOR \ TO COMMENCING WORK. CONTRACTORS SHALL BE SUBJECT TO SHUT DOWN IF PROPER NOTIFICATION IS NOT GIVEN TO THE ENGINEER. \\ CIN STREETS THAT ARE UTILIZED FOR INGRESS TO OR EGRESS FROM THE 18" F.E.S. \ ` CONSTRUCTION SITE SHALL BE KEPT FREE OF DIRT AND OTHER DEBRIS INV: -4967.1 I RESULTING FROM SAID CONSTRUCTION. COST FOR THIS SHALL BE CONSIDERED INCIDENTAL TO THE CONTRACT, -�_.,- _` I (\�j•)� ,�1•' THE CONTRACTOR SHALL BE RESPONSIBLE TO MAINTAIN ADEQUATE STORM �._-/// I "•yam \ DRAINAGE PROTECTION OF THE SITE IN ORDER TO PREVENT EROSION AND �--• / ` CL/! SILTING OF ON-SITE AND OFF-SITE AREAS. THIS SHALL BE ACCOMPLISHED BY PLACEMENT OF HAY BALES OR FILTER FABRIC FENCE AROUND THE -�- g0• �, i DRAINAGE INLETS AND OUTLETS AND BY CONSTRUCTION OF DITCHES, BERMS, DEBRIS BASNS, FILTER FABRIC FENCING AND BY ANY OTHER ON-SITE PROTECTION AS DETERMINED BY THE ENGINEER. UNLESS SPECIFICALLY -__ -44% CCI � ' ST. C.B. M.H. CALLED OUT AS A BID ITEM ON THE BID FORM, ANY TEMPORARY DITCHING, x-978 RIM=976.45 CULVERTS, HAY BALES, AND FILTER FABRIC FENCE NECESSARY TO 980. ` INV.=967.35 ACCOMPLISH THIS SHALL BE AT THE CONTRACTOR'S EXPENSE. 982 9 (\\ ITIS THE RESPONSIBILITY OF THE CONTRACTOR TO PROTECT AND LEAVE 988-.� UNDISTURBED THOSE MARKERS OR MONUMENTS SET FOR THE SUBDIVISION OF I LAND. } 1 V I IT SHALL BE THE RESPONSIBIUTY OF THE CONTRACTOR TO UTILIZE THE F_ F) -r\ i n N I F- I I\ I \JI VL_ I I /1T 0 f \ I -ST. C.B. M.H. i RIM=994.31 6v g* REMOVE EX. SERVICE STUB & DISPOSE OFFSITE, & PLUG OPENING PER CITY % II STANDIRDS. CONNECT TO EXISTING SSMH d WITH 8 CORE DRILL AT INVERT ELEVATION x 11 987.1 CONTRACTOR TO VERIFY EXISTING O LOCA7ION & EL. VATION OF EXISTING SSMH. 11 f ! , 10, SAN. M.H. � \ o, RIM=997.42 W.INV.=987.12 r IJ TSE.INV.=987.72, o i 9 ..`-_„,.WATER M.H. N o II AVC'. \ ? ' RIM=999.73 0 \ s T � "GOPHER STATE ONE CALL EXCAVATION NOTICE SYSTEM AS REQUIRED UNDER\ 4 TV, MINNESOTA STATUTE CHAPTER 216D, 48 HOURS PRIOR TO PERFORMING ANY �` ,J \\ 7�` 1 ' O \\ Q� WET TAP EXISTING 10" DIP WM 11 EXCAVATION (PHONE 454-0002 IN THE TWIN CITIES METRO AREA OR TOLL C) \ �\,._ W� 10"x6" TAPPING SLEEVE. FREE 1-800-242-e511). \ CONTRACTOR TO VERIFY O 4. COMPACTION: DENSITY TESTS SHALL BE TAKEN ON ALL TRENCHES TO I \/ , / .-\ r \ \ LOCATION AND ELEVATION OF EVALUATE THE COMPACTION ACHIEVED DURING UTILITY CONSTRUCTION, AND TO \ CO CO 0�EXISTING WATERMAIN. 11 EVALUATE THE COMPACTION WTHIN THE STREET CROSS SECTION. WITHIN THE / /' \ r \ i UPPER 3 FEET OF STREET SUBGRADE THE CONTRACTOR SHALL INSURE THAT �. _ -ST. C.B. ALL SOILS BE NOT MORE THAN ONE PERCENTAGE POINT OVER THE SOIL'S L_lJ I v Co w .a• ! rn \ (( S _ _ STANDARD PROCTOR OPTIMUM MOISTURE CONTENT, AND THAT COMPACTION TO o N ' ml \J g -RE 998.00 TC=1010.99 A MINIMUM WI HIN OF STANDARD PROCTOR DENSITY (AASHTO ILDIN BE \ � J INV 98228 C7 1 FL=1010.48 PROVIDED. WITHIN OF S TRENCHES IN OPEN SPACE ARE BUILDING PAD AREAS) r AND AREAS BELOW THE UPPER 3 FEET OF STREET SUBGRADE, THE CONTRACTOR �C I \ / BLD. 11.74 SHALL INSURE THAT ALL SOILS BE NOT MORE THAN THREE PERCENTAGE POINTS OVER THE SOL'S STANDARD PROCTOR OPTIMUM MOISTURE CONTENT, AND THAT COMPACTION TO A MINIMUM OF 95% OF STANDARD PROCTOR DENSITY. III BE PROVIDED. THE SURFACE OF ALL UTILITY TRENCHES SHALL BE FINISHED GRADED TO THE ELEVATIONS AS STAKED BY THE ENGINEER TO WATHIN A TOLERANCE OF t3" IN OPEN SPACE AREAS AND f0.1' WITHIN STREET RIGHTS 1 OF WAYS. THE DENSITY WILL BE TESTED BY AN APPROVED TESTING 0) f` LABORATORY. AN APPROVED TESTING METHOD WHICH UTILIZES A NUCLEAR I� \ • '� .o i= i DENSITY METER MAY BE USED FOR THE DENSITY TESTS. THE LOCATION OF THE TESTS WILL BE AT THE DIRECTION OF THE ENGINEER. 5. ALL DIP WATERMAIN TO BE POLYWRAPPED. 6. ALL WATERMAIN TO BE INSTALLED WITH 7.5' MINIMUM COVER. 7. ALL 6", 8"& 12" WATERMAIN TO BE CONSTRUCTED OF CLASS 52 PIPE. 8. ALL GATE VALVE BOXES SHALL HAVE VALVE BOX ADAPTERS 9. SANITARY SEWER PIPE TYPE & CLASS AS FOLLOWS: a. 0' - 16' DEEP = PVC SDR 35 b. 16' - 28' DEEP = PVC SDR 28 Q > 26' DEEP = PVC SDR 18 T I � I /1T -7 L_L/ I / C \ FFE 999.00_j o m I 11 I /1T 1C J I I I " �� Op CL rlr♦J \ t I " �6 I �r0� 600 "PVC PLUG �� I 58'- f 9�� \ INV. `990.70 \40 4.09 SCH N CD 6 DIP PLUG I FIFE 1009.00 I i AD - It l 8" DIP PU '.3 F.E.S. so $ rpo Jar or NV.=1003.38 SSMH 2 y t➢ N _} RE 1010.1 INV 988.771 1 \\ ••"- pY /i BLD. 21.79"�,, / ST. C.B. M.H.- f� RIM=1014.23 J( / E.INV.=1009.93 J � NW.INV=1009.06f�l 01 W; � �r. rv"V ilk at' NEENAH R -4990 -OX TYPE 'A' GRATE OR APPROVED EQUAL . RIA TO MATCH PROPOSED ASPHALT. RWM-W&7E NEENAH R -4990 -OX TYPE 'A' GRATE OR APPROVED EQUAL RIN TO MATCH PROPOSE ASPHALT. TRENCH DRAIN #'2 DETAIL N SCALE IN FEET 0 30 60 90 1 inch = 30 feet STORM SEWER STRUCTURE SCHEDULE STRUCTURE N0. BLD. INSIDE DIM. NEENAH CASTING STMH 500 15.30' 60" DIA. R-1642 STMH 501 �o 8.30' 60" DIA. R-1642 MJ Ln STMH 502 8.00' 1 60" DIA. R-1642 Ld STMH 503 8.26' 60" DIA. R-1642 ZD CBMH 504 N w 6.10' 72" DIA. R-4342 NEENAH R -4990 -OX TYPE 'A' GRATE OR APPROVED EQUAL . RIA TO MATCH PROPOSED ASPHALT. RWM-W&7E NEENAH R -4990 -OX TYPE 'A' GRATE OR APPROVED EQUAL RIN TO MATCH PROPOSE ASPHALT. TRENCH DRAIN #'2 DETAIL N SCALE IN FEET 0 30 60 90 1 inch = 30 feet DRAWN BY CMR DATE 07/31/12 REVISIONS CAD FILE 22881U PROJECT NO. 22881 C9 Phn V z cn w � oM �a �o oN 4•x..1 1^: } MJ Ln W w U Ln w Ld � M ZD �I CL-'• [a N w I- 4x Q 00 W Cn \S V) 00 C/ -)m z L0 w z= W W W O x Z M LL Z (J7 W o toO N of Do CN E W v rn Z Z 3 w J p Z O N 0- DRAWN BY CMR DATE 07/31/12 REVISIONS CAD FILE 22881U PROJECT NO. 22881 C9 Phn L0 z w 5z �a �o oN 4•x..1 1^: O W w U OM Ld WZ M w UT �I CL-'• r , I+i N w I- 4x Q I--� �+ W z= a w V) WU Z o� } w z= W U) M DRAWN BY CMR DATE 07/31/12 REVISIONS CAD FILE 22881U PROJECT NO. 22881 C9 Phn (--\l II nT A \J U L _ V I /1 u \ \ =:� F—\ /F—NI F— [)T\/ /1N IF— NI�� L_ V L_ I V I I\ I I U I V L_ I V\ 7 L_AJ v f \ I \ _ HIRI�-� a II \ o II Arm, 11 r� 1 ' \ Tv II ry \ 4 t KD0. " II OZ a .0 53.0' RAD f -339- \ 27.0' RAD 1 I 3.0' RAD \ A I I \,213.0' RAD I 25.5. o O � :-2 0 I 5.0' / C.� rl lr 3.0' RAD / +O rl \ / LEE � TURN DOWN CURB 213.0' RAD 187.0' RAD— r 25.0' RAD OLo 00 t o N bD 1. . 0� 0 2 _ N ar IMPERVIOUS SURFACE COVER SUMMARY TOTAL SITE AREA: 2.10 ACRES TOTAL BUILDING AREA: 0.36 ACRES TOTAL PARKING AREA: 0.25 ACRES PERCENT IMPERVIOUS: 29.1% COVER ON SITE 1.. oALLDIMENSIONS SHOWN ARE TO THE BACK OF CURB UNLESS OTHERWISE NOTED. 2. ALL PARKING STALLS AGAINST CURB ARE 19.0' X 9'. 3. B612 CONCRETE CURB & GUTTER (TYP.). m SCALE IN FEET 0 30 60 90 1 inch = 30 feet DRAWN BY CMR DATE 07/31/12 REVISIONS CAD FILE 22881 PAV PROJECT NO. 22881 C10 Flan R E V � Tl y � cn aoE'Co a W; 0 0 v N M a �3 Z M O - ` TVrS z Q- O C r) W ifs Z w Z Z � z z C4 V O�dW j�W O O ■ � (11 O o U U 2 U -5.s y zO Z 0 r, M) M N 04 w (n :.n z m N Z W< � H^ M m . w U o 13 w w z r V WLo 2 z N W o `D v /� ♦ a o ♦�/ m of C14 W U m Z z 3W oz 0 N CL DRAWN BY CMR DATE 07/31/12 REVISIONS CAD FILE 22881 PAV PROJECT NO. 22881 C10 Flan R E � Tl y � p — ua aoE'Co a W; 0 0 v N M a �3 Z EOpO - ` TVrS z Q- O C r) W Z Z Z ,_oE,nmd�c� z O V O�dW j�W O O U Q ZZ O M a cpiw0 m o' U U 2 U -5.s y zO Z 0 r, M) M N W w (n ol DRAWN BY CMR DATE 07/31/12 REVISIONS CAD FILE 22881 PAV PROJECT NO. 22881 C10 Flan R a - ` TVrS z M M W Z Z Z z O � O ZZ O U zO Z 0 r, Z M) M N w (n Z W< Z H^ M W^4 Vl ri W M U o 13 >- 3 w 0 r V WLo 2 a DRAWN BY CMR DATE 07/31/12 REVISIONS CAD FILE 22881 PAV PROJECT NO. 22881 C10 Flan R CURB VARIES I+ VARIES GRADING GRADE 1.0' HOLD DOWN CURB VARIES FINISHED GRADE - SELECT MATERIAL - We TOPSOILL J L J 6" TOPSOIL BUILDING PAD SECTION 1.5" BIT. WEARING COURSE TWE LVWE35030B 2357 TACK COAT 2.5" BITUMINOUS BASE COURSE TYPE LVNW350308 8" AGG. BASE CLASS 5 MN/DOT SPEC. 3138 (SEE SECTION IV.4.A) APPROVED SUBGRADE PARKING LOT PAVEMENT SECTION PROPOSED BUILDING SITE R/W 30' I BUILDING SETBACK UNE rBe TOPSOIL r -FINISHED GRADING GRADE E 1<71 !��/.�/\ SELECT 1` SELECT N BACKFILL / BACKFILL •� UNSUITABLE �! MATERIAL 1 \ SUB -GRADE CORRECTION i UMITs NON SELECT BACKFILL MATERIAL SUITABLE MATERIAL___.{ BOTTOM OF UNSUITABLE MATERIAL (TO BE VERIFIED BY SOILS ENGINEER PRIOR TO PLACEMENT OF SELECT MATERIAL) BUILDING SITE & STREET SUB -GRADE CORRECTION DETAIL I x.[ 1 -Tc 1 e \ FI '1tµ .A LL>l. � yi,ulni lr i +r. H'-. fiT F .1.: Fca11, `V) alC:rv] > . ,, ._ f. 5'W.mi Ir S:imv Y n T! :TIN tI- •JI 1 4[ I. 1' a] Y , 111 lF yq L' V!r1 +a0 .-1 L 1,11 L .Y0., - _ IIFAc.l. In I Tt'=Ca T -1 C'- -S..J 1.] Tr.:; s ; d -{:Ca.'>ln 1 Ti. ILnll T 1 Y'•♦{II INNII -aY,. .!':I'• i I al II HAl-_ a !<. : +JL •. .._ _ 31 L II:_ WL _C ..CJ !K{ L G 1-, L'.'. L. MCI MANHOLE CASTING .MD AUJUSUNG ULIAIL I EVG hED{NG 00AR'MENT rla ra 2110 L'\IMIA -IFI [i KFS Hr. NH1 ;Ph In IQt.<F 0'4 LACI SILL O- N -ND FOi CU^_ ITL- IW:', =PE IN•OREASLE N A'JUM <L- JO -HS By ThE F0-1411,1 F PP- dAAIPFT IN Dry'fFTN'/1 GVF 2'S': INC i_A°_ GN ;L OL',GS. THE T1.3_E Wit DEa.1 P3 F =Il 311-W C3`fl>Ei II, }E 1121 C MO S '!'IFI -`_"I IU:3 Fel\I XS,'ll ILY: C:I: N -J{ c A5 PLDLY t Ti lE Wall PCM F =[ TLS=et_ 1 AIi. xTI.Y IUK'U TIL 14W .4`mA ::11 d! 1 1;1 S I t_ _Ni 'YGJYN IT'S,]. FL _' 14 Ui:., IJa. NV LLY Ltil i 1 C•11 _=.AI YA 4: L41,: CCC+C• I1 Aik=k'-V4ILI3L. N,IPE REQUIREMENT FOR DIP FOAL:x-d ENGINEERING DFI'/ATYQIT Awa "011 im VArnT 5 1911, .Mr Ian— al t % Ui HECT 3'10 a1 Cn.lx rryy ta2- i ' WL^YI �1 ?]oW1>� a' I.. f 11r>..iu,M drNnul rl,n , ut r J a 31o, Me ie DFrCm r1,- p�. rod bpaf l Y,1 s ,. Yo.n._ c ix tl na a l e -aOJblc to alle r.,e is . y r OI Na W.-5 fu du .m _ + a ,.aa if ._.._,Jcicc a-th NFI :I L11J:•- roJm. a" ty c�cyare. aff or PPE 3 -DD NC IN POOR SOILS be ENGINEERING DF_FAEC LENT PWR NOe 220' N::II •: •m.... rn•<..r r. n -.a >y BUI H- JN VI✓iS a M i<Lal.nn n IF{ 2P it E- 3 M1 9P F6•f•;-F Y '+r 1, 5 J i' r. R ).. )n' a1Lv v1X_ ImY 7, w d�lf _ y _ 1 ♦.e A5 •Mu 12 I ] yIL- ; 2 C o' 6 L W i. I .. C) Y I 'I W t ow. -lY - x-�• C -C 1/_. c',' Nr 1 x H'« ml,«• I: A pw p'lY. rabd-1 c.� bass. A Y =b,w :.CY ca=_TE S ,V_ EF Y CVT I1V It i YTT= i O G THRUST THRUST BLOCKING manse F.N Art EM1Gk. 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D I a W x J 4K 11/ Ya} A ALL L- nr L,Y FM` i 11 ,i d•1 c,m TE IF xrcu.nnd b.'L"y[a,•=x 'R IC. -S wYC 3 J .LL 19,++X1 I J/LL ell CNA <IC l.N-!S 1•L EYU. TAN TC ^xEVE' .0 SrrL 3 .M ^wltlt !J - ID 11 C 4XRIf m m 1u n ILLY I.VA) w=J't L: JI :.tvJ; c,M L L ALL N ] 14e=L-V'A'"V L'_hc`- IXBC WA ^u I.VL m YS1VI 6.-A'wc e""" r.Am 1M:11.\l =a TE C�fytpY�O�P1pM PEDESTRIAN WNW CURH RAMP xm m. I -I F mi iiRING IJF'PARTUFNT 5215 ntE Imms xx=Easvle ]Y- FiIW 3•aF `I 3�d I' V p z� N LI rlt' _ + J — IIF='=11'---I I— o �rF+yE-_-_-_IrIl-_ : lcrrLL O_ < O LLJX 117) IfD 1 - it RTT,1% IIIIIIIIIIIIIIIIIIIII� F At, C- ,^^^fiVFP Z g If p I+ x �1 'IfZ O a ■� -r-T NSFiJ C � t v N -FrncH , n •__ M..NN'SE CCJER nE'YT�EGTTb. 'yPEGTT6. 'yP 00 A 11 : IIAY I ! Ait F r / TAI"i -E CO 1 �1MW L1 W fY . L}, K Nr + F C4 x z= SIS R' i` RIV'.IN1 10 ]9> 'd• C' �. Z � � W O co C- 4 to !.tJ 1 rf 5341 1 i5. t' W. 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Ell 00 W cn 1 N v Of CO 3 �1MW L1 W U W LLJ C4 x z= `/ In Z � � W O co C- 4 to O N CC a0 Cr C14rn W v cc Z Ly O C:) Z d 0- 0 d G T t awE� o. 0 p c 0 so L 3 w w w 3 '0'j CwO y O 0 p d L o L C w O Em m ki c LC T C C 0 o� au a 0 m5 m pr TC d U tmdd��,o DRAWN BY CMR DATE 07/31/12 REVISIONS CAD FILE 22881 D PROJECT NO. 22881 CII Plan V � M z� W � z O_ < O LLJX F+i r, fn w Z z x O W 'IfZ O to V) V) a LLLLJ 1�1 W N FSI •__ tf ��111 �/ S w Q 0 W W A Q 3 �1MW L1 U z= W0 In NT DRAWN BY CMR DATE 07/31/12 REVISIONS CAD FILE 22881 D PROJECT NO. 22881 CII Plan NORTHEAST CORNER OF NE1/4 OF SEC. 4, T. 116, R. 23 I (FOUND CARVER COUNTY CAST IRON MONUMENT) i —\ F-\ /F - NI F_-/-1E)T\/ /-\NIF /��)/1� INI/\ I .:L_V1\4 �h w I \ o I Si � \ I \ zI Z .i' }omaSSl0 I �<�?Ss• \\ 2 o a � a I 'l'S s0\'3'F ' � \ QQ •, I za a° ILj o V)w l . w A? i `\ DRAINAGE AND ---,� ; `\ \ \ UTILITY EASMEN T 0 \ I aw/ \ \ I ��h ; ryom \ z M I %tiry�ro\ \ a^ 76.58 583°2714' W S LU W O I I 10 1 W O¢i Z �,'N 1' 40 I I ' 40_000 - J — I�, I oLo LOT 1, BLOCK 1 00 /Lu � O 7 I� IN W°I I Nltl M o V) tO I� w I V to z I o I I/OCV ^I OCV "n I Q LIJ v 10 1• o o -= DRAINAGE AND UTILITY,, 5 EASMENT PER PLAT OF �`, r,° `, 4/ REEDS ORCHARD RIDGE I / 10 / L ----------L'— __77.81 143.90 S89033 49"W 80.95 N88022'32"W SOUTHEAST CORNER OF NE1/4 OF SEC. 4, T. 116, R. 23 --- / (FOUND CARVER COUNTY CAST IRON MONUMENT) 150 150 BEEHIVE HOME PLAT FILE NO. C.R. DOC. NO. KNOW ALL PERSONS BY THESE PRESENTS: That Stevens Investments, LLC, a Minnesota limited liability company, fee owner of the following described property situated in the County of Carver, State of Minnesota, to wit: Outlot B, REEDS ORCHARD RIDGE, according to the recorded plat thereof, Carver County, Minnesota. Has caused the same to be surveyed and platted as BEEHIVE HOME and does hereby dedicate to the public for public use the public ways and the drainage and utility easements as created on this plat. In witness whereof, said Stevens Investments, LLC, a Minnesota limited liability company, has caused these presents to be signed by its proper officer this day of 20_. Stevens Investments, LLC 0 its STATE OF MINNESOTA / COUNTY OF The foregoing instrument was acknowledged before me this day of its T 1 SCALE IN FEET 0 40 80 120 iia BEARINGS ARE BASED ON THE WEST LINE OF OUTLOT B, REEDS ORCHARD RIDGE WHICH IS ASSUMED TO HAVE A BEARING OF NO2°59'13"E. 0 DENOTES 1/2 INCH IRON MONUMENT FOUND Q DENOTES 1/2 INCH x 14 INCH IRON MONUMENT SET AND MARKED BY LICENSE NO. 12294. STATE HIGHWAY NO. 7 SI TE P 2 5� S co SEC. 4 T. 116 R. 23 VICINITY MAP NO SCALE ri limited liability company, on behalf of the company. , 20_, by of Stevens Investments, LLC, a Minnesota Notary Public, County, Minnesota My Commission Expires January 31, 20_ I, Harold C. Peterson, 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; that all water boundaries and wet lands as defined in Minnesota Statutes, Section 505.01, Subd. 3, as of the date of this certificate are shown and labeled on this plat; and all public ways are shown and labeled on this plat. Harold C. Peterson, Land Surveyor, License No. 12294 STATE OF M[%1NESOTA COUNTY OF _ The foregoing instrument was acknowledged before me this day of Peterson, Land Surveyor, License No. 12294. 201 by Harold C. Notary Public, County, Minnesota My Commission Expires January 31, 20_ COUNTY SURVEYOR, CARVER COUNTY, MINNESOTA. Pursuant to Chapter 395, Minnesota Laws of 1971, this plat has been approved this day of ,20_ M John E. Freemyer, Carver County Surveyor CITY COUNCIL OF THE CITY OF CHANHASSEN, MINNESOTA. This plat of BEEHIVE HOME was approved and accepted by the City Council of the City of Chanhassen, Minnesota, at a regular meeting held this day of 20. and is in compliance with the provisions of Minnesota Statutes, Section 505.03, Subdivision 2. All monuments will be set as specified by the City Council and as stated on this plat, according to Minnesota Statute 505.02, Subdivision 1. CITY COUNCIL OF THE CITY OF CHANHASSEN, MINNESOTA. By: By: Mayor Clerk COUNTY AUDITOR/TREASURER, CARVER COUNTY, MINNESOTA. I hereby certify that taxes payable in and prior years have been paid for land described on this plat. Dated this _day of 20 By: Laurie Engelen, Carver County Auditor/Treasurer COUNTY RECORDER, CARVER COUNTY, MINNESOTA. I hereby certify that this plat of BEEHIVE HOME was filed this day of o'clock .M. as Document No. 10 Mark Lundgren, Carver County Recorder 20. at JAMES R. HI I_ Plan 5 bKcom Senior Home Care BILL WOLFSON Cort ercial Real Estate (952) 476-3636 DIRECT (952) 4733932 FAX (952) 473-3666 BUSINESS (952) 3344554 ®1 wol(son@rmi.net Waynta Offt. 201 Fast lake Strep K'eyrata, MN 55391-1695 www.BillWol(wnCommerriaLmm w.vt.e h & pan LLC. IR Tyler Stevens 350 Highway 7, Score 233 Excelsior, MN 55331 Main: 952426-1371 Cell: 612-770-7611 Fax: 952-405-6671 w .EnwreCmxotn Tyler.Svmv @EncoreCare.c 'rhe Ufe oWen to us by nattere is short, but the vnevwr� of a Li. fe weLL spent is eternal' -C%ccro r� ♦ w r bKcom Senior Home Care BILL WOLFSON Cort ercial Real Estate (952) 476-3636 DIRECT (952) 4733932 FAX (952) 473-3666 BUSINESS (952) 3344554 ®1 wol(son@rmi.net Waynta Offt. 201 Fast lake Strep K'eyrata, MN 55391-1695 www.BillWol(wnCommerriaLmm w.vt.e h & pan LLC. IR Tyler Stevens 350 Highway 7, Score 233 Excelsior, MN 55331 Main: 952426-1371 Cell: 612-770-7611 Fax: 952-405-6671 w .EnwreCmxotn Tyler.Svmv @EncoreCare.c 'rhe Ufe oWen to us by nattere is short, but the vnevwr� of a Li. fe weLL spent is eternal' -C%ccro r�