Loading...
HomeMy WebLinkAbout05/31/2017 Env Board PacketMemo Environmental To: Lino Lakes Environmental Board From: Marty Asleson Date: May 31, 2017 Re: Pre -meeting Site Visit I will be on site at the Houle project proposal site at 5:30 PM on 5/31/17. This is a pre -visit opportunity before the Environmental Board meeting at 6:30 PM. To get there take Birch Street to Wild Turkey Trail. About a half a mile west of the "S" curve on Birch. Follow Wild Turkey Trail to Rough Grouse Road. Go Left of Ruffed Grouse Road to the end. • Page 1 City of Lino Lakes Environmental Board Meeting May 31, 2017 6:30 p.m. AGENDA 1. Call to Order 2. Approval of Agenda 3. Approval of Minutes 4. Open Mike 5. Action Items A. Golden Acre/Preliminary Plat Review B. Houle's 1ST Addition 6. Discussion Items A. Recycling Updates 7. Adjourn CITY OF LINO LAKES ENVIRONMENTAL BOARD MINUTES DATE TIME STARTED TIME ENDED MEMBERS PRESENT . MEMBERS ABSENT . STAFF PRESENT April 26, 2017 6:32 P.M. 7:51 P.M. Steve Heiskary, Paula Andrzejewski, Liz Kaufenberg, Nancie Klebba, John Sullivan Shawn Holmes, Alex Schwartz Marty Asleson, Nan Jin 1. CALL TO ORDER: Mr. Heiskary called the Lino Lakes Environmental Board meeting to order at 6:32 p.m. on April 26, 2017. 2. APPROVAL OF AGENDA: SUBTRACT: Action Item A. Saddle Club 4th Addition ADD: Discussion Item C. Annual City Wide Recycling Day and Tree Sale Item D. Advisory Board Meeting with City Council Ms. Klebba made a MOTION to approve the amended Agenda. Ms. Kaufenberg seconded the motion. Motion carried 5- 0. 3. APPROVAL OF MINUTES March 22, 2017 Mr. Sullivan made a MOTION to approve the March 22, 2017 Meeting Minutes. Ms. Kaufenberg seconded the motion. Motion carried 5-0. 4. OPEN MIKE Declared Open Mike at 6:35 p.m. Closed Open Mike at 6:36 p.m. DRAFT MINUTES 5. ACTION ITEMS A. Saddle Club fh Addition — Subtraction B. Lake Amelia Vistas /PUD/Concept Plan Review The proposed development is located on two properties along County road 54, CSAR 54, adjacent to the East side of Amelia Lake. The area is classified as Vacant Rural Residential. The proposal is to classify as a PUD. Mr. Sullivan asked if the townhomes would be multi-level. Mr. Asleson said that the town homes would be one level. In addition, the apartment units, if the land supports it will have underground parking. Ms. Kaufenberg asked if filling in the wetlands is part of the plan. Mr. Asleson said that according to the drawings no wetlands would be filled in and there will be a buffer around them Mr. Asleson mentioned that this is just a preliminary and the plan will come back to us again. Ms. Andrzejewski made a recommendation to send on to Planning & Zoning Ms. Kaufenberg seconded. C. Curbside Textile Recycling Revisited Ms. Jin said there could be a 1 -year agreement, but the City would not be compensated $20 per ton for that first year. At the end of the year, the City would have to approve a 5 -year contact. The City would receive a tonnage report quart, which can be included in SCORE tonnage report. In addition, the city will be compensated $20 per ton for the material collected by Simple Recycling. Mr. Heiskary mentioned that looking over the contract we now have clarity about what items Simple Recycling collects. In addition, the small items are not the ones we collect on Recycling Saturday. Mr. Sullivan asked about the households goods that are not soft recyclable and what happens with these items. Ms. Klebba mentioned that people buy them for parts for repairs. Mr. Sullivan wanted to know if bags, boxes, or bins of items would be sitting out at the curb. DRAFT MINUTES Ms. Jin stated that only Simple Recycling bags that the company provides are used. Mr. Asleson would like to preview the mailer before Simple Recycling has sent out to the residents. Mr. Heiskary would like the contract presented to the city council Mr. Sullivan MOTION to send this to city council for their consideration in supporting the concept. Ms. Andrzejewski supported the motion. 6. DISCUSSION ITEMS A. Earth Day Summary Mr. Heiskary believe that it was better attended than in years past. He also suggested to take a picture of the finished seeds balls and to have the elm bark beetle visible. Ms. Anjdrzejewski said that the other crafts were not as inviting and suggested that we just do the seed balls. Also two of her students presented their work on disappearing bees and edible plants. Ms. Jin mentioned that the people that wanted to sign up for organics, not many from Lino Lakes, so they were sent to the Anoka County table. To date 244 Lino Lakes have signed up for organics. Also Waste Management and Walters are talking about curb side organic pick up so we will see what happens. The survey was a good idea Ms. Kaufenberg asked about the Organic waste cans if this summer if the pickups would be more frequent because of smells and pests. Ms. Jin said that the cost is the same no matter the number of cans. Where the cost increase comes is the frequently of times they come to empty the cans. B. Arbor Day Rice Lake Elementary School at 2:30pm Mayor Reinart will be there to read the proclaimion C. Annual Recylcing Day and Tree Hand Out Is on Saturday, May 6 from 9:OOam — 2:OOpm DRAFT MINUTES D. Advisory Board and City Council Meeting Will be held on Monday, May 15 in the City Council Chambers 7. ADJOURNMENT Ms. Andrzejewski made a MOTION to adjourn the meeting at 7:51 pm. Mr. Sullivan supported motion. Motion carried 5 - 0. Respectfully submitted, Mary Fogarty Office Specialist DRAFT MINUTES STAFF ORIGINATOR: MEETING DATE: REQUEST: APPLICANT: ENVIRONMENTAL BOARD AGENDA ITEM 5A Marty Asleson, Environmental Coordinator May 31, 2017 Preliminary/Final Plat Review of Golden Acre, Lot 4, Block 1, Mar Don Acres Tim Anderson 547 Lois Lane Lino Lakes, Minnesota 55014 OWNER: Same PROPOSED DEVELOPMENT The applicant is requesting preliminary and final plat approval to subdivide an existing 1 acre parcel into a four (4) lot subdivision entitled Golden Acre. The request also includes consideration to grant a variance for lot size, width, and depth. The City Council previously approved the preliminary and final plat approval along with the variances in 2006. That approval has since expired and the applicant has resubmitted the request. The project is similar to approvals granted to the adjacent Isabelle Estates to the west. Golden Acre and Hailey Manor to the east. The property is zoned R-1, Single Family Residential. The project is located in Mar Don Acres, between Lois Lane and Arlo Lane. SITE CHARACTERISTICS Unique Resources There are no significant pre-existing land covers on site, nor are there any pre-existing soil -water relationships that would indicate rare plant features. There are no National heritage Consideration and no existing wetlands. Pollution Control The project is less than an acre, therefore; a SWPPP (Storm Water Pollution Prevention Plan) and a MPCA permit are not required for this project. The developer did submit an erosion control plan. The plan shows erosion control fence around the perimeter of the two lots on the north side of the subdivision, and partially around the lots to the south. The city requires perimeter control around each house pad at the time of construction, and rock entrance for each house construction pad site. Changes should be made to the plan to reflect these requirements. The City will also require a rock entrance and storm drain protection in close (200 feet) proximity of the project. Two adjacent lots must both have the perimeter control independent of each other unless the adjacent lots start and finish at the same time. Rock entrances are required for each lot. As with Isabelle Estates, the City is requiring an infiltration basin to control volume and runoff pollutants from the site. In line with Isabelle Estates, the developer has submitted drawings for an infiltration basin on the back -sides of the 4 house The infiltration area must be protected from compaction before construction begins. At least 2 soil borings should be done in the bottom of the infiltration pond to show that there is at least 3 feet of separation from the ordinary high groundwater. The borings should also show that there are no barrier soil- layers to infiltration. Tree Preservation There are 2 proposed tree removals in the basic use area. The basic use area is usually the area inside silt fenced areas. The rest of the trees have been fenced off at the driplines for protection. Landscaping Enough escrow shall be provided to plant 1 boulevard tree on the frontage of each house. The City will determine the species and location of these trees. Ground story cover should be a native, short grass mix with native forbs. Trees planted in the infiltration pond must be tolerant of fire, so that if fire is used as a maintenance tool, the trees will survive. All of the oaks fall into this category. RECOMMENDATION: Recommend forwarding on the recommendations of Staff and the Environmental Board to P and Z and the City Council Attachments: 1 Preliminary Plat 2. Existing Conditions 3. Erosion Control Plan 4. Tree Preservation 5. Landscape Plan PRELIMINARY PLAT -dofN GOLDEN ACRE Nfor-, TIM ANDERSON 547 Lois Lane Lino Lakes, Minnesota 55014 651-216-2685 CIVIL ENGINEER CHUCK PLOWE, P.E. Howe Engineering, Inc. 6776 Lake Drive Suite 110 Lino Lakes, Minnesota 55014 LEGAL DESCRIPTION Lot 4, Block 1 MAR DON ACRES, Anoka County, Minnesota BENCHMARK Top nut of hydrant located on the north side of Arlo Lane, northwest from the northwest corner of Lot 4. An assumed elevation of 912.91. ZONING AND SETBACKS Current Zoning is R-1. Single Family Residential Minimum lot size: Minimum lot width: Building Setbacks: Collector street: Rear yard: Side Yard: 10,800 SF (Variance obtained 80 feet (Variance obtained previously per City Resolution No. 06-181) previously per City Resolution No. 06-181) — 40 feet (Both Arlo Lane and Lois Lane) — 30 feet — 10 feet(Variance obtained previously per City Resolution No. 06-181) DEVELOPMENT DATA Total boundary area = 43,560 square feet (1 acre). Number of proposed lots = 4 Average lot size = 10,890 square feet. Density = 4 lots per acre CITY OF LINO LAKES 2030 COMPREHENSIVE PLAN 2017 Existing Land Use: Single Family Residential Future Land Use: Low Density Residential NOTES Field survey was completed by E.G. Rud and Sons, Inc. on 04/17/17. Bearings shown are on Anoka County Coordinates, NAD83 1996 Adjustment. Curb shots are taken at the top and back of curb. Parcel ID is 08-31-22-24-0004 This survey was prepared without the benefit of title work. Additional easements, restrictions and/or encumbrances may exist other than those shown hereon. Survey subject to revision upon receipt of a current title commitment or an attorney's title opinion. IE. G. RUQ & SONS, INC. "T "n professional Land Surveyors 6776 Lake Drive NE, Suite 110 Lino Lakes, MN 55014 Tel. (651) 361-8200 Fax (651) 361-8701 www.egrud.com TREE DETAIL = DENOTES ELEVATION ------ DENOTES TREE QUANTITY �P�` DENOTES TREE SIZE IN INCHES ----DENOTES TREE TYPE TREE TYPES: CEDAR PINE SPRUCE COTTONWOOD ASH OAK MAPLE ASH LEGEND • DENOTES IRON MONUMENT FOUND AS LABELED o DENOTES IRON MONUMENT SET, MARKED RLS# 19421 DENOTES BOLLARD DENOTES CATCH BASIN DENOTES CABLE PEDESTAL DENOTES SEWER TIE—IN DENOTES CURB STOP DENOTES DRAINAGE ARROW ❑E DENOTES ELECTRICAL BOX X 952.36 DENOTES EXISTING SPOT ELEVATION DENOTES FIBER OPTIC BOX DENOTES GAS METER DENOTES HYDRANT DENOTES LIGHT POLE DENOTES SANITARY SEWER MANHOLE DENOTES TELEPHONE PEDESTAL DENOTES WATER VALVE DENOTES WELL DENOTES WOOD FENCE DENOTES EXISTING CONTOURS DENOTES EXISTING SANITARY SEWER DENOTES EXISTING WATER MAIN DENOTES UNDERGROUND ELECTRIC LINE DENOTES UNDERGROUND GAS LINE DENOTES BITUMINOUS SURFACE O • •s 0 0 0 0 0 E GAS PIN No. 17-119-22-14-0008 Owner: City of X Address: Unassigned DENOTES CONCRETE SURFACE DENOTES GRAVEL SURFACE DENOTES ADJACENT PARCEL OWNER INFORMATION (PER ANOKA COUNTY TAX INFORMATION) I hereby certify that this survey, plan or report was prepared by me or under my direct supervision and that I am a duly Registered Land Surveyor under the laws of the State of Minnesota. PRELIMINARY BLAKE L. RIVARD Date: 04/25/17 License No. 19421 NORTH VICINITY MAP SEC. 8, TWP. 31, RNG. 22 THIS SURVEY :,ate^i8 4 P FA RARBARALN VICKY L^. ANOKA COUNTY, MINNESOTA CITY OF LINO LAKES (NO SCALE) BENCHMARK n 912.91 4�-b TNHXYZ O N) 66;5 C ---.NORTH LINE OF THE SOUTHEAST QUARTER OF THE NORTHWEST QUARTER 8-31-22 908.35 MHSA RIM 903.79 INV 10.05 MHSA RIM 902.79 INV ARLO LANt S89°27'24 "E 16.00 bliMM rND'1P"17765 910.25 : PID: 08-31-22-24-0046 Owner: DONELLE ALFORD STEPHEN ALFORD Address: 534 ARLO LN• • ` ` Drain. ge ••ancl.... acs i� utility Easem nt. �.. . co82.50 °° j 3 82.50 FND IP 17765 -? 909.42 °°o ° x x 51 0) • o� o 9. .x. 0,3 PID: 08-31-22-24-0048 Owner: RYAN LANGE Address: 535 LOIS LN Hous ° > 0 5• ti................... 38 x°°1 FND IP 08.56, �'.. 1 909. 0)° • /SET IP 1.9241 909.02 ........T- 30 > 588 4 > LOIS LAN • O co > > 0) a0'9 PID: 08-31-22-24-0005 Owner: DANIEL V WALDOCH 'Address: 559 LOIS LN ° ° c;cpc5 Cc > > > GRAPHIC SCALE 30 0 15 30 60 120 1 INCH = 30 FEET > 909.44 MHSA RIM > O INV .33 909.27 q� P 912.33 lJ TNHXYZ DRAWN BY: JSE JOB NO: 17233 DATE: 04/25/17 CHECK BY: BLR SCANNED ■ 1 5/15/17 JSE 2 3 NO. DATE DESCRIPTION BY 17233 EXISTING CONDITIO Nof� GOLDEN ACRE -for-, TIM ANDERSON Nof� 547 Lois Lane Lino Lakes, Minnesota 55014 (651) 216-2685 • 0 ;s 0 111 X 952.36 O 0 GAS 27 PIN No. 17-119-22-14-0008 Owner: City of X Address: Unassigned LEGEND DENOTES DENOTES DENOTES DENOTES DENOTES DENOTES DENOTES DENOTES DENOTES DENOTES DENOTES DENOTES DENOTES DENOTES DENOTES DENOTES N IRON MONUMENT FOUND AS LABELED IRON MONUMENT SET, MARKED RLS# 19241 CURB STOP CABLE PEDESTAL SEWER STUB OUT DRAINAGE ARROW ELECTRICAL BOX EXISTING SPOT ELEVATION GAS METER HYDRANT SANITARY SEWER MANHOLE TELEPHONE PEDESTAL WATER VALVE WELL WOOD FENCE EXISTING CONTOURS DENOTES UNDERGROUND GAS LINE DENOTES BITUMINOUS SURFACE DENOTES CONCRETE SURFACE DENOTES GRAVEL SURFACE DENOTES ADJACENT PARCEL OWNER INFORMATION (PER ANOKA COUNTY TAX INFORMATION) LEGAL DESORIPTION Lot 4, Block 1 MAR DON ACRES, Anoka County, Minnesota Anoka County PID: 31-22-24-0004 BENCHMARK Top nut of hydrant located on the north side of Arlo Lane, northwest from the northwest corner of Lot 4. An assumed elevation of 912.91. E. G. RUQ & SONS, INC. "T "n Professional Land Surveyors 6776 Lake Drive NE, Suite 110 Lino Lakes, MN 55014 Tel. (651) 361-8200 Fax (651) 361-8701 www.egrud.com S SURVEY TREE DETAIL ___-----DENOTES ELEVATION DENOTES TREE QUANTITY -------DENOTES TREE SIZE IN INCHES ----DENOTES TREE TYPE TREE TYPES: ' CEDAR 7/R PINE SPRUCE COTTONWOOD ASH OAK • MAPLE ASH VICINITY MAP SEC. 8, TWP. 31, RN G. 22 HE\R: _N - THIS SURVEY? } -51SHIER'L W000N 1r- / -GREENW900:LN?-_ f _- t/rRIE VIEW � NO- „'Sy.bxlt^ 'ZILE LN 1' -- 4 • I N .1..41 AN; LO LN -1 11��l 1 I III I l i - V�ICKYLN L-1 / /`'��a Off. IY Iz O 2 -£4+.A 9 S + BARBARA LN (/IH ST 23' OAK LN 44111111.1111 ANOKA COUNTY, MINNESOTA CITY OF LINO LAKES (NO SCALE) I hereby certify that this survey, plan or report was prepared by me or under my direct supervision and that I am a duly Registered Land Surveyor under the laws of the State of Minnesota. BLAKE L. RIVARD Date: 5/15/17 License No. 19421 NORTH 7- . . --_NORTH LINE OF THE SOUTHEAST QUARTER OF THE NORTHWEST QUARTER 8-31-22 BENCHMARK 912.91 TNHXYZ 000 040 O 00: 0/0 908.35 MHSA RIM 903.79 0) 0.05 MHSA RIM 902.79 INV ARLO LANE S89°27'24 "E 165.00 . . 1"N0' 1P"1.7765 910.25 • _O a) PID: 08-31-22-24-0046 Owner: DONELLE ALFORD STEPHEN ALFORD Address: 534 ARLO LN <YV • .°�xOa • 0 •• :W </ •• VLC) �OQ�otiC� .000cpo C' 0 010 0°° Z • N'D Off. 0. O , r") ° �° °°��4i••• g10 0 ko �o G CS CO 5 0. G ° 02* 1-5 c ee 5Q �, Drains�ge'••and..... "• •.... . Utility Easement...... .............: SERVICE ELEVATION PER CITY AS -BUILT = 904.6 Drainage and' Utility Easement • PID: 08-31-22-24-0048 Owner: RYAN LANGE Address:535 LOIS LN Hous ° 0°,0 • • 00 000 .�'° 4'' O,Q�J 0°QQJ4 o° ae • PF . a. A 909......•..tl'ez 0 o i Q00cP,\<;° x000. LOT 4 o 0 0 SERVICE ELEVATION /7 ,......PER CITY / <"e ........g09........ris-BUILT = 904.2 / O°<�°� 15 CPt x\ x 48510 SF OVERALL at ° 1 Drainage and _ Utility Easement\ f'\ 000.° °G oti O0 0 v 0 °0 010 ° ,- �J .................x 000, 0• ... ° 000 .0 1-..._ x k��- •Dra•irrdg.. and Utility Easement ti 46' 5 1 ^ �e ° e� \ 1 ,� O�o . 5 "/ 1 1 N•. ) - `,' ': 90 x°°o o 0 owe,° ° i °o lot. ,,,,,L,..1_, CO r Ct '\ N89°27'24'�W....1.1 Off° 65"- ..• 5 ° LTJ zf 0o LJ LoiQ J z J moo E- Z J JoLJ CL U) (1) °o g09 .. 0° ,q-`b FND QIP 1776 909. 2 •°`r 1</ 0�1 0 Poe 0°' .............. 910 ••.. Chirp ney 11 / //9 //' //// House 911.06 TOB -F - 72 V// `ST• / Cant. FND IP ' X68.5. CO.. .• 4n 0 °10ati ) ( j° o C � 000 X > 4 8.7..-50 X5.00 Fe 00.( \ GA 7 > > o I I GAS LOIS LAN > > 00' 0900 > °° 0 b9 e• - 11 000 1 909 00 / e' /• • /SET IP 19241 j5tGS.. 909.02/ °o �k 0 > PID: 08-31-22-24-0005 Owner: DANIEL V WALDOCH 'Address: 559 LOIS LN > �- - 909.44 MRSA RIM > > 902.33 O INV NOTES -0, 30 0 15 GRAPHIC SCALE 30 60 120 Field survey was completed by E.G. Rud and Sons, Inc. on 04/17/17. Bearings shown are on an assumed datum. Curb shots are taken at the top and back of curb. This survey was prepared without the benefit of title work. Additional easements, restrictions and/or encumbrances may exist other than those shown hereon. Survey subject to revision upon receipt of a current title commitment or an attorney's title opinion. 1 INCH = 30 FEET • 909.27 q -'.p 912.33 lJ TNHXYZ DRAWN BY: JSE JOB NO: 17233 DATE: 04/25/17 CHECK BY: BLR SCANNED ■ 1 5/15/17 Removed play deck and planter BLR 2 3 NO. DATE DESCRIPTION BY 17233PP \plowe\cad \17prol\17-1688 GOLDEN ACRE (TIM ANDERSON)\17-1688 CAD\17-1688_BASE 1_C3D.dwq T ,-n 912.91 b TNHXYZ o r-- EXISTING SAN MH 1014 0 910.03 TRAVLRGSPK I i I APL O LANE S89°27'24 "E, 165. 0,0 I � I 0 tXISTING WATER MAIN .4 PID: 08-31-22-24-0046 Owner: DONELLE ALFORD STEPHEN ALFORD Address: 534 ARLO LN PID: 08-31-22-24-0048 Owner: RYAN LANGE Address: 535 LOIS LN 1/ 7. 0 rn 0. E ............... 910'.. cs E E O 69 . 09• .4,. o•N 909•c\/ 0) h, rG 900 0 00 4, 96`A 4' 4P. 82.50 0 S89°27'24"E`3 } EXISTING SANITARY SEWER moo' 1 909 LOT 3 10,890 SF L.F.E. 908.80 S.E.L.O. 911.30 911.30 1 N rb C 908 1 v.50 77.50 '9U6 907 0 0 N o 0 U) R(°CK• CONSTRUC S 82.50 -589°27'24' '11 cs s 0 Tl•ON E4TRANC .... 911.30 LOT 4 10,890 SF L.F.E. 908.8 S.E.L.O. 911.30 4, Q 90 7 x OGG EXISTING GARAGE /Z////cv A Co r- EXISTING SAN MH 0b`") qy 9e 1 L L 910 911 909 911.30 S.E.L.O. LOT 2 10,230 SF9ti L.F.E. 908.8 A0� 44 914'03 911 �` 0 9004 90 9n8.90 77.5.Q .sG 907 S80°27'24 -"E 908 FILTRATION BASIN HWL 908.8 ti o LOT 1909$ 11..,.55...0•. SF 911.06 TOB+- 909 910..... . ///////// EXISTING HOUSE /////// / / Di 99{94,349 8 9 °2 7'24 "W 165 : 00 G 0 > N > Know what's below. CaII before you dig. 908.97 >\ > > > > -- EXISTING SANITARY SEWER & WATER SERVICE (TYP) 1 1 GAS LOIS LANE V .....87•:50. A n > 0 a GG: 90 ‹e` x 4. 'GAS Poe?'GAS > > EXISTING WATER MAIN I � I 0 0 N) °0 • k1 trt 6 0 908.60 EOF ................ 1, . / 909.02 384, 4 Bowe PID: 08-31-22-24-0005 Owner: DANIEL V WALDOCH Address: 559 LOIS LN - EXISTING SANITARY SEWER > > > 1013 908.92 TRAVLRGSPK GENERAL NOTES THE INFORMATION SHOWN ON THESE DRAWINGS CONCERNING TYPE AND LOCATION OF EXISTING UTILITIES IS NOT GUARANTEED TO BE ACCURATE OR ALL INCLUSIVE. THE CONTRACTOR IS RESPONSIBLE FOR MAKING HIS OWN DETERMINATION AS TO TYPE AND LOCATION OF UTILITIES AS NECESSARY TO AVOID DAMAGE TO THESE UTILITIES. CALL "811" FOR EXISTING UTILITIES LOCATIONS PRIOR TO ANY EXCAVATIONS. THE CONTRACTOR SHALL FIELD VERIFY SIZE, ELEVATION, AND LOCATION OF EXISTING SANITARY SEWER, STORM SEWER, AND WATER MAIN AND NOTIFY ENGINEER OF ANY DISCREPANCIES PRIOR TO THE START OF INSTALLATIONS. INSTALLATIONS SHALL CONFORM TO THE CITY STANDARD SPECIFICATIONS AND DETAIL PLATES. THE CONTRACTOR SHALL NOTIFY CITY PUBLIC WORKS DEPARTMENT A MINIMUM OF 24 HOURS PRIOR TO THE INTERRUPTION OF ANY SEWER OR WATER SERVICES TO EXISTING HOMES OR BUSINESSES. STORAGE OF MATERIALS OR EQUIPMENT SHALL NOT BE ALLOWED ON PUBLIC STREETS OR WITHIN PUBLIC RIGHT-OF-WAY. NOTIFY CITY A MINIMUM OF 48 HOURS PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. ALL ELECTRIC, TELEPHONE, AND GAS EXTENSIONS INCLUDING SERVICE LINES SHALL BE CONSTRUCTED TO THE APPROPRIATE UTILITY COMPANY SPECIFICATIONS. ALL UTILITY DISCONNECTIONS SHALL BE COORDINATED WITH THE APPROPRIATE UTILITY COMPANY. INFILTRATION BASIN NOTES NO MINING OF SANDY SOILS ALLOWED IN BASIN. FINAL GRADE ONLY UPON STABILIZATION OF UPSTREAM AREAS. BASIN TO REMAIN UNLINED. PROTECT BASIN FROM RUN-OFF DURING LOT CONSTRUCTION ACTIVITIES. EXCAVATE BASIN TO FINAL GRADE ONLY UPON STABILIZATION OF CONTRIBUTING DRAINAGE AREAS WITH SOD OR OTHER APPROVED STABILIZATION. USE LOW -IMPACT, EARTH MOVING EQUIPMENT (WIDE TRACK OR MARSH TRACK EQUIPMENT, OR LIGHT -EQUIPMENT WITH TURF -TYPE TIRES.) LOW FLOOR ELEVATION GARAGE ELEVATION AT DOOR 911.20 S.E.L.O. L.F.E. 908.8 911.2 TYPICAL LOT DETAIL FINISHED GRADE ELEVATION AT REAR OF HOUSE SPLIT ENTRY LOOK OUT EXISTING CURB NOT TO SCALE GRADING, DRAINAGE & EROSION CONTROL NOTES PRIOR TO ANY GRADING OPERATIONS, THE CONTRACTOR SHALL PROVIDE WIMCO INLET PROTECTION (OR OTHER APPROVED EQUAL) FOR ALL STORM SEWER INLETS THAT WILL RECEIVE RUN-OFF FROM CONSTRUCTION ACTIVITIES . CONTRACTOR TO PROVIDE TOPSOIL STOCKPILES AT LOCATION DESIGNATED BY OWNER. PLACE STOCKPILES AS FAR FROM DRAINAGE WAYS AS POSSIBLE. PROVIDE SILT FENCE AT DOWNSTREAM SIDE OF STOCKPILE LOCATIONS. IF STOCKPILE IS TO BE IN-PLACE LONGER THAN 7 DAYS, PROVIDE SEED AND MULCH. THE CONTRACTOR SHALL PROVIDE ALL SOD, SEED, MULCH AND FERTILIZER WHICH SHALL CONFORM WITH THE FOLLOWING MNDOT SPECIFICATIONS AS MODIFIED BELOW. ITEM MNDOT SPECIFICATION/NOTES SOD 3878 SEED ** 3876 * FOR TURF ESTABLISHMENT COMMERCIAL TURF RESIDENTIAL TURF MNDOT MIX 25-131 (220 LBS/ACRE) MNDOT MIX 25-131 (120 LBS/ACRE) TEMPORARY FALL COVER SPRING/SUMMER SOIL -BUILDING COVER 1-2 YEARS COVER 2-5 YEARS COVER MNDOT MIX 21-112 (100 LBS/ACRE) MNDOT MIX 21-111 (100 LBS/ACRE) MNDOT MIX 21-113 (110 LBS/ACRE) MNDOT MIX 22-111 (30.5 LBS/ACRE) MNDOT MIX 22-112 (40 LBS/ACRE) MULCH 3882 (TYPE 1 - DISC ANCHORED) FERTILIZER 3881 WOOD FIBER BLANKET 3885 (CATEGORY 2) * MOW A MINIMUM OF: RESIDENTIAL TURF - ONCE PER 2 WEEKS COMMERCIAL TURF - ONCE PER 4 WEEKS ** SEEDED AREAS SHALL BE EITHER MULCHED OR COVERED BY FIBROUS BLANKETS TO PROTECT SEEDS AND LIMIT EROSION. ALL EROSION AND SEDIMENT CONTROL MEASURES SHOWN ON THE PLANS OR IMPLEMENTED IN THE FIELD SHALL BE IN ACCORDANCE WITH THE CITY AND NPDES PHASE II PERMIT REQUIREMENTS, AND THE MPCA'S "PROTECTING WATER QUALITY IN URBAN AREAS BEST MANAGEMENT PRACTICES FOR MINNESOTA." THE CONTRACTOR SHALL PROVIDE DESIGNATED CONCRETE TRUCK WASHOUT AREA WITH APPROPRIATE SIGNAGE. WASHOUT AREA IS TO BE A MINIMUM OF 50' FROM STORM DRAINS, DITCHES, PONDS, OR OTHER STORMWATER FEATURES. ALL LIQUID AND SOLID WASTE GENERATED BY CONCRETE WASHOUT OPERATIONS MUST BE CONTAINED IN A LEAK -PROOF CONTAINMENT FACILITY OR IMPERMEABLE LINER (E.G. COMPACTED CLAY LINER, IMPERMEABLE GEO-MEMBRANE). AFTER WASTE CONCRETE IS SET, BREAK-UP AND DISPOSE OF PROPERLY. THE CONTRACTOR SHALL MAINTAIN SILT FENCE, INCLUDING THE REMOVAL OF ACCUMULATED SEDIMENT, THROUGH COMPLETION OF BUILDING CONSTRUCTION. SILT FENCE TO BE REMOVED ONLY AFTER COMPLETION OF BUILDING CONSTRUCTION AND UPON ESTABLISHMENT OF VEGETATION. THE CONTRACTOR SHALL PAY SPECIAL ATTENTION TO ALL ADJACENT PROPERTY LINES AND MAKE SURE THE EROSION CONTROL PRACTICES IN-PLACE IN THOSE AREAS PREVENT MIGRATION OF SEDIMENT ONTO ADJACENT PROPERTIES. THE CONTRACTOR SHALL PROVIDE WOOD FIBER BLANKET FOR ALL AREAS OF CONCENTRATED FLOW AND FOR ALL SLOPES 3:1 OR GREATER. IF ANY SLOPES APPEAR TO BE FAILING, THE CONTRACTOR SHALL PROVIDE ADDITIONAL SILT FENCE, BIOROLLS AND EROSION CONTROL BLANKET AS NEEDED. THE CONTRACTOR SHALL FINAL GRADE SWALE AREAS UPON STABILIZATION OF UPSTREAM AREAS. THE CONTRACTOR SHALL SOD ALL DISTURBED DRAINAGE AREAS, INCLUDING SWALES, OVERFLOWS, AROUND STORM SEWER FLARED -END SECTIONS, AND OFF-STREET CATCH BASINS. UPON GRADING COMPLETION THE CONTRACTOR SHALL PROVIDE NATIVE TOPSOIL, SEED, AND MULCH ANCHORED WITH A STRAIGHT SET DISC WITHIN 48 HOURS OF FINAL GRADING. EXCESS SOIL SHOULD BE TREATED LIKE OTHER EXPOSED SOIL AND STABILIZED WITHIN 72 HOURS. ANY SOIL STOCKPILES ARE TO HAVE SILT FENCE PLACED ON DOWNSTREAM SIDES AND SHALL NOT BE PLACED IN SURFACE WATERS. ADJACENT STREETS SHALL BE KEPT CLEAN OF CONSTRUCTION MATERIALS, DIRT, AND OTHER UNDESIRABLE MATERIALS. WHEN MATERIALS OR DEBRIS HAVE WASHED/FLOWED ONTO ADJACENT STREETS, IT IS THE CONTRACTOR'S RESPONSIBILITY TO SWEEP/SCRAPE STREETS AS NECESSARY OR AS DIRECTED BY THE CITY. GRADING, DRAINAGE & EROSION CONTROL PLAN GOLDEN ACRE DRAWN BY: R.W. DESIGN BY: C.W.P. CHCKD BY: C.W.P. PROJ. NO. 17-1688 ORIGINAL DATE: MAY 15, 2017 REVISION DESCRIPTION W 1- 0 GOLDEN ACRE LINO LAKES, MINNESOTA z 0 0 Lu z �$ < Lu C0 0_ Q z_o Q 0 z 0 (9 z 0 0 PREPARED FOR: TIM ANDERSON SITE PLANNING & ENGINEERING PLOWS ENGINEERING, INC. 6776 LAKE DRIVE SUITE 110 LINO LAKES, MN 55014 PHONE: (651) 361-8210 FAX: (651) 361-8701 NORTH 0 10 20 11111 1 INCH = 20 FEET C2 0 0 \plowe\cad \17prol\17-1688 GOLDEN ACRE (TIM ANDERSON)\17-1688 CAD\17-1688_BASE 1_C3D.dwq T EXIST HYDRANT 612.91 TNHXYZ 0 4, 1 3 ��- EXIST SAN MH 1014 910.03 TRAVLRGSPK 9110.05 MHSA RIM 902.79 INV 02.79 1 � � APL O LANE S897'24"E 165.1 0 0 EXIST 8" PVC WATER MAIN EXIST 8" D.I.P. CL52 SANITARY SEWER qb PID: 08-31-22-24-0046 Owner: DONELLE ALFORD STEPHEN ALFORD Address: 534 ARLO LN PID: 08-31-22-24-0048 Owner: RYAN LANGE Address: 535 LOIS LN r EXIST SAN MH RE 908.35 INV 903.79 908.35 MHSA RIM 903.79 INV © 1/ • 1 E E • cs co 82.50 S89°27'24"E 0 0) O ••di • h°' q00. 0 6 -1 'r 00 00 00• JG 0 --- b0 0 aoQO� X 1b\f' S RVICE E EVATION P R CITY A -BUILT = 904.6 • kh 82.50 89°27'24' NC E ELEVATION PER CITY 90472" LOT 3 10,890 SF L.F.E. 908.80 911.30 9 9 911.30 LOT 4 10,890 SF L.F.E. 908.8 S.E.L. S.E.L.O. 911.30 s )8( 08 77.50 16.50 �0 -0908.80 EXISTING GARAGE ' ii G 64 • 909 01 (e 6 r0 Ire 18(1O o ` 'ryes` J 14 ,� JGO� 97°900 Hg(9i08 011 80 FILTRATION BASIN HWL 908.8 911.06 TOB+ - EXISTING HOUSE a9 hry REMOVE TREE (TYP) -44 908.60 EOF ti • • 9°0• 0 TREE PROTECTION FENCE (TYP) 0 A0 4•••° 41 sr 1- y 00h• 0b` 00 t0 . 00 000 0°0 ye0 9n8.90 77.51 10� V ° 00A .sG L N8927'2"W 165. d 0 G h e n GAS A GAS " h, ty cb04. 0 :GAS 909.02 , 00 PID: 08-31-22-24-0005 Owner: DANIEL V WALDOCH Address: 559 LOIS LN - 0 > N Know what's below. CaII before you dig. >\ > > > > EXIST SANITARY SEWER & WATER SERVICE (TYP) 1 1 1 908.97 LOIS LANE > 0 EXIST 8>" D.I.P. CL52 SANITARY SEWER > > > > EXIST 8" PVC SDR 35 WATER MAIN EXIST SAN MH - RE 909.44 INV 902.33 1013 908.92 TRAVLRGSPK FXIT NYDRANT - GENERAL NOTES THE INFORMATION SHOWN ON THESE DRAWINGS CONCERNING TYPE AND LOCATION OF EXISTING UTILITIES IS NOT GUARANTEED TO BE ACCURATE OR ALL INCLUSIVE. THE CONTRACTOR IS RESPONSIBLE FOR MAKING HIS OWN DETERMINATION AS TO TYPE AND LOCATION OF UTILITIES AS NECESSARY TO AVOID DAMAGE TO THESE UTILITIES. CALL "811" FOR EXISTING UTILITIES LOCATIONS PRIOR TO ANY EXCAVATIONS. THE CONTRACTOR SHALL FIELD VERIFY SIZE, ELEVATION, AND LOCATION OF EXISTING SANITARY SEWER, STORM SEWER, AND WATER MAIN AND NOTIFY ENGINEER OF ANY DISCREPANCIES PRIOR TO THE START OF INSTALLATIONS. INSTALLATIONS SHALL CONFORM TO THE CITY STANDARD SPECIFICATIONS AND DETAIL PLATES. THE CONTRACTOR SHALL NOTIFY CITY PUBLIC WORKS DEPARTMENT A MINIMUM OF 24 HOURS PRIOR TO THE INTERRUPTION OF ANY SEWER OR WATER SERVICES TO EXISTING HOMES OR BUSINESSES. STORAGE OF MATERIALS OR EQUIPMENT SHALL NOT BE ALLOWED ON PUBLIC STREETS OR WITHIN PUBLIC RIGHT-OF-WAY. NOTIFY CITY A MINIMUM OF 48 HOURS PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. ALL ELECTRIC, TELEPHONE, AND GAS EXTENSIONS INCLUDING SERVICE LINES SHALL BE CONSTRUCTED TO THE APPROPRIATE UTILITY COMPANY SPECIFICATIONS. ALL UTILITY DISCONNECTIONS SHALL BE COORDINATED WITH THE APPROPRIATE UTILITY COMPANY. INFILTRATION BASIN NOTES NO MINING OF SANDY SOILS ALLOWED IN BASIN. FINAL GRADE ONLY UPON STABILIZATION OF UPSTREAM AREAS. BASIN TO REMAIN UNLINED. PROTECT BASIN FROM RUN-OFF DURING LOT CONSTRUCTION ACTIVITIES. EXCAVATE BASIN TO FINAL GRADE ONLY UPON STABILIZATION OF CONTRIBUTING DRAINAGE AREAS WITH SOD OR OTHER APPROVED STABILIZATION. USE LOW -IMPACT, EARTH MOVING EQUIPMENT (WIDE TRACK OR MARSH TRACK EQUIPMENT, OR LIGHT -EQUIPMENT WITH TURF -TYPE TIRES.) LOW FLOOR ELEVATION GARAGE ELEVATION AT DOOR 911.20 S.E.L.O. L.F.E. 908.8 911.2 TYPICAL LOT DETAIL FINISHED GRADE ELEVATION AT REAR OF HOUSE SPLIT ENTRY LOOK OUT EXISTING CURB NOT TO SCALE GRADING, DRAINAGE & EROSION CONTROL NOTES PRIOR TO ANY GRADING OPERATIONS, THE CONTRACTOR SHALL PROVIDE WIMCO INLET PROTECTION (OR OTHER APPROVED EQUAL) FOR ALL STORM SEWER INLETS THAT WILL RECEIVE RUN-OFF FROM CONSTRUCTION ACTIVITIES . CONTRACTOR TO PROVIDE TOPSOIL STOCKPILES AT LOCATION DESIGNATED BY OWNER. PLACE STOCKPILES AS FAR FROM DRAINAGE WAYS AS POSSIBLE. PROVIDE SILT FENCE AT DOWNSTREAM SIDE OF STOCKPILE LOCATIONS. IF STOCKPILE IS TO BE IN-PLACE LONGER THAN 7 DAYS, PROVIDE SEED AND MULCH. THE CONTRACTOR SHALL PROVIDE ALL SOD, SEED, MULCH AND FERTILIZER WHICH SHALL CONFORM WITH THE FOLLOWING MNDOT SPECIFICATIONS AS MODIFIED BELOW. ITEM MNDOT SPECIFICATION/NOTES 911.30 3878 SEED ** 3876 -911 MNDOT MIX 25-131 (220 LBS/ACRE) MNDOT MIX 25-131 (120 LBS/ACRE) TEMPORARY FALL COVER SPRING/SUMMER SOIL -BUILDING COVER 1-2 YEARS COVER 2-5 YEARS COVER S.E.L.O.. MULCH 3882 (TYPE 1 - DISC ANCHORED) 909__. LOT 2 3881 WOOD FIBER BLANKET 3885 (CATEGORY 2) 10,230 SFE, 90, L.F.E. 908.8°� 1 00 00. 0 914'03 011 80 FILTRATION BASIN HWL 908.8 911.06 TOB+ - EXISTING HOUSE a9 hry REMOVE TREE (TYP) -44 908.60 EOF ti • • 9°0• 0 TREE PROTECTION FENCE (TYP) 0 A0 4•••° 41 sr 1- y 00h• 0b` 00 t0 . 00 000 0°0 ye0 9n8.90 77.51 10� V ° 00A .sG L N8927'2"W 165. d 0 G h e n GAS A GAS " h, ty cb04. 0 :GAS 909.02 , 00 PID: 08-31-22-24-0005 Owner: DANIEL V WALDOCH Address: 559 LOIS LN - 0 > N Know what's below. CaII before you dig. >\ > > > > EXIST SANITARY SEWER & WATER SERVICE (TYP) 1 1 1 908.97 LOIS LANE > 0 EXIST 8>" D.I.P. CL52 SANITARY SEWER > > > > EXIST 8" PVC SDR 35 WATER MAIN EXIST SAN MH - RE 909.44 INV 902.33 1013 908.92 TRAVLRGSPK FXIT NYDRANT - GENERAL NOTES THE INFORMATION SHOWN ON THESE DRAWINGS CONCERNING TYPE AND LOCATION OF EXISTING UTILITIES IS NOT GUARANTEED TO BE ACCURATE OR ALL INCLUSIVE. THE CONTRACTOR IS RESPONSIBLE FOR MAKING HIS OWN DETERMINATION AS TO TYPE AND LOCATION OF UTILITIES AS NECESSARY TO AVOID DAMAGE TO THESE UTILITIES. CALL "811" FOR EXISTING UTILITIES LOCATIONS PRIOR TO ANY EXCAVATIONS. THE CONTRACTOR SHALL FIELD VERIFY SIZE, ELEVATION, AND LOCATION OF EXISTING SANITARY SEWER, STORM SEWER, AND WATER MAIN AND NOTIFY ENGINEER OF ANY DISCREPANCIES PRIOR TO THE START OF INSTALLATIONS. INSTALLATIONS SHALL CONFORM TO THE CITY STANDARD SPECIFICATIONS AND DETAIL PLATES. THE CONTRACTOR SHALL NOTIFY CITY PUBLIC WORKS DEPARTMENT A MINIMUM OF 24 HOURS PRIOR TO THE INTERRUPTION OF ANY SEWER OR WATER SERVICES TO EXISTING HOMES OR BUSINESSES. STORAGE OF MATERIALS OR EQUIPMENT SHALL NOT BE ALLOWED ON PUBLIC STREETS OR WITHIN PUBLIC RIGHT-OF-WAY. NOTIFY CITY A MINIMUM OF 48 HOURS PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. ALL ELECTRIC, TELEPHONE, AND GAS EXTENSIONS INCLUDING SERVICE LINES SHALL BE CONSTRUCTED TO THE APPROPRIATE UTILITY COMPANY SPECIFICATIONS. ALL UTILITY DISCONNECTIONS SHALL BE COORDINATED WITH THE APPROPRIATE UTILITY COMPANY. INFILTRATION BASIN NOTES NO MINING OF SANDY SOILS ALLOWED IN BASIN. FINAL GRADE ONLY UPON STABILIZATION OF UPSTREAM AREAS. BASIN TO REMAIN UNLINED. PROTECT BASIN FROM RUN-OFF DURING LOT CONSTRUCTION ACTIVITIES. EXCAVATE BASIN TO FINAL GRADE ONLY UPON STABILIZATION OF CONTRIBUTING DRAINAGE AREAS WITH SOD OR OTHER APPROVED STABILIZATION. USE LOW -IMPACT, EARTH MOVING EQUIPMENT (WIDE TRACK OR MARSH TRACK EQUIPMENT, OR LIGHT -EQUIPMENT WITH TURF -TYPE TIRES.) LOW FLOOR ELEVATION GARAGE ELEVATION AT DOOR 911.20 S.E.L.O. L.F.E. 908.8 911.2 TYPICAL LOT DETAIL FINISHED GRADE ELEVATION AT REAR OF HOUSE SPLIT ENTRY LOOK OUT EXISTING CURB NOT TO SCALE GRADING, DRAINAGE & EROSION CONTROL NOTES PRIOR TO ANY GRADING OPERATIONS, THE CONTRACTOR SHALL PROVIDE WIMCO INLET PROTECTION (OR OTHER APPROVED EQUAL) FOR ALL STORM SEWER INLETS THAT WILL RECEIVE RUN-OFF FROM CONSTRUCTION ACTIVITIES . CONTRACTOR TO PROVIDE TOPSOIL STOCKPILES AT LOCATION DESIGNATED BY OWNER. PLACE STOCKPILES AS FAR FROM DRAINAGE WAYS AS POSSIBLE. PROVIDE SILT FENCE AT DOWNSTREAM SIDE OF STOCKPILE LOCATIONS. IF STOCKPILE IS TO BE IN-PLACE LONGER THAN 7 DAYS, PROVIDE SEED AND MULCH. THE CONTRACTOR SHALL PROVIDE ALL SOD, SEED, MULCH AND FERTILIZER WHICH SHALL CONFORM WITH THE FOLLOWING MNDOT SPECIFICATIONS AS MODIFIED BELOW. ITEM MNDOT SPECIFICATION/NOTES SOD 3878 SEED ** 3876 * FOR TURF ESTABLISHMENT COMMERCIAL TURF RESIDENTIAL TURF MNDOT MIX 25-131 (220 LBS/ACRE) MNDOT MIX 25-131 (120 LBS/ACRE) TEMPORARY FALL COVER SPRING/SUMMER SOIL -BUILDING COVER 1-2 YEARS COVER 2-5 YEARS COVER MNDOT MIX 21-112 (100 LBS/ACRE) MNDOT MIX 21-111 (100 LBS/ACRE) MNDOT MIX 21-113 (110 LBS/ACRE) MNDOT MIX 22-111 (30.5 LBS/ACRE) MNDOT MIX 22-112 (40 LBS/ACRE) MULCH 3882 (TYPE 1 - DISC ANCHORED) FERTILIZER 3881 WOOD FIBER BLANKET 3885 (CATEGORY 2) * MOW A MINIMUM OF: RESIDENTIAL TURF - ONCE PER 2 WEEKS COMMERCIAL TURF - ONCE PER 4 WEEKS ** SEEDED AREAS SHALL BE EITHER MULCHED OR COVERED BY FIBROUS BLANKETS TO PROTECT SEEDS AND LIMIT EROSION. ALL EROSION AND SEDIMENT CONTROL MEASURES SHOWN ON THE PLANS OR IMPLEMENTED IN THE FIELD SHALL BE IN ACCORDANCE WITH THE CITY AND NPDES PHASE II PERMIT REQUIREMENTS, AND THE MPCA'S "PROTECTING WATER QUALITY IN URBAN AREAS BEST MANAGEMENT PRACTICES FOR MINNESOTA." THE CONTRACTOR SHALL PROVIDE DESIGNATED CONCRETE TRUCK WASHOUT AREA WITH APPROPRIATE SIGNAGE. WASHOUT AREA IS TO BE A MINIMUM OF 50' FROM STORM DRAINS, DITCHES, PONDS, OR OTHER STORMWATER FEATURES. ALL LIQUID AND SOLID WASTE GENERATED BY CONCRETE WASHOUT OPERATIONS MUST BE CONTAINED IN A LEAK -PROOF CONTAINMENT FACILITY OR IMPERMEABLE LINER (E.G. COMPACTED CLAY LINER, IMPERMEABLE GEO-MEMBRANE). AFTER WASTE CONCRETE IS SET, BREAK-UP AND DISPOSE OF PROPERLY. THE CONTRACTOR SHALL MAINTAIN SILT FENCE, INCLUDING THE REMOVAL OF ACCUMULATED SEDIMENT, THROUGH COMPLETION OF BUILDING CONSTRUCTION. SILT FENCE TO BE REMOVED ONLY AFTER COMPLETION OF BUILDING CONSTRUCTION AND UPON ESTABLISHMENT OF VEGETATION. THE CONTRACTOR SHALL PAY SPECIAL ATTENTION TO ALL ADJACENT PROPERTY LINES AND MAKE SURE THE EROSION CONTROL PRACTICES IN-PLACE IN THOSE AREAS PREVENT MIGRATION OF SEDIMENT ONTO ADJACENT PROPERTIES. THE CONTRACTOR SHALL PROVIDE WOOD FIBER BLANKET FOR ALL AREAS OF CONCENTRATED FLOW AND FOR ALL SLOPES 3:1 OR GREATER. IF ANY SLOPES APPEAR TO BE FAILING, THE CONTRACTOR SHALL PROVIDE ADDITIONAL SILT FENCE, BIOROLLS AND EROSION CONTROL BLANKET AS NEEDED. THE CONTRACTOR SHALL FINAL GRADE SWALE AREAS UPON STABILIZATION OF UPSTREAM AREAS. THE CONTRACTOR SHALL SOD ALL DISTURBED DRAINAGE AREAS, INCLUDING SWALES, OVERFLOWS, AROUND STORM SEWER FLARED -END SECTIONS, AND OFF-STREET CATCH BASINS. UPON GRADING COMPLETION THE CONTRACTOR SHALL PROVIDE NATIVE TOPSOIL, SEED, AND MULCH ANCHORED WITH A STRAIGHT SET DISC WITHIN 48 HOURS OF FINAL GRADING. EXCESS SOIL SHOULD BE TREATED LIKE OTHER EXPOSED SOIL AND STABILIZED WITHIN 72 HOURS. ANY SOIL STOCKPILES ARE TO HAVE SILT FENCE PLACED ON DOWNSTREAM SIDES AND SHALL NOT BE PLACED IN SURFACE WATERS. ADJACENT STREETS SHALL BE KEPT CLEAN OF CONSTRUCTION MATERIALS, DIRT, AND OTHER UNDESIRABLE MATERIALS. WHEN MATERIALS OR DEBRIS HAVE WASHED/FLOWED ONTO ADJACENT STREETS, IT IS THE CONTRACTOR'S RESPONSIBILITY TO SWEEP/SCRAPE STREETS AS NECESSARY OR AS DIRECTED BY THE CITY. GRADING, DRAINAGE & EROSION CONTROL PLAN GOLDEN ACRE DRAWN BY: R.W. DESIGN BY: C.W.P. CHCKD BY: C.W.P. PROJ. NO. 17-1688 ORIGINAL DATE: MAY 15, 2017 REVISION DESCRIPTION CITY COMMENTS Lu 0 GOLDEN ACRE LINO LAKES, MINNESOTA z 0 0 w �s< W C0 0_ Q 2"_o - i z °0 0 C9 0 z 0 0 PREPARED FOR: TIM ANDERSON SITE PLANNING & ENGINEERING PLOWS ENGINEERING, INC. 6776 LAKE DRIVE SUITE 110 LINO LAKES, MN 55014 PHONE: (651) 361-8210 FAX: (651) 361-8701 NORTH 0 10 20 11111 1 INCH = 20 FEET C2 0 N r 7-1688 GOLDEN ACRE DMANIERSON\17 1688 CAE \17-1688 BASE 1C Ddwg S; \Nlowe\rod\17proj LANDSCAPING NOTES STAKE AND/OR MARK ALL PLAN PLANTING LOCATIONS PRIOR TO INSTALLATION. OWNER TO APPROVE ALL LOCATIONS PRIOR TO INSTALLATION. ALL PLANTS MUST BE HEALTHY, VIGOROUS MATERIAL, FREE OF PESTS AND DISEASE AND BE CONTAINER GROWN OR BALLED AND BURLAPPED AS INDICATED IN THE LANDSCAPE LEGEND. ALL TREES MUST BE STRAIGHT TRUNKED AND FULL HEADED AND MEET ALL REQUIREMENTS SPECIFIED. ALL PLANT MATERIAL QUANTITIES, SHAPES OF BEDS AND LOCATIONS SHOWN ARE APPROXIMATE. CONTRACTOR SHALL BE RESPONSIBLE FOR COMPLETE COVERAGE OF ALL PLANTING BEDS AT SPACING SHOWN AND ADJUSTED TO CONFORM TO THE EXACT CONDITIONS OF THE SITE. ALL TREES MUST BE PLANTED, MULCHED, AND STAKED AS SHOWN IN THE DETAILS. MULCH: SHREDDED HARDWOOD MULCH, CLEAN AND FREE OF NOXIOUS WEEDS OR OTHER DELETERIOUS MATERIAL, IN ALL MASS PLANTING BEDS AND FOR TREES, UNLESS INDICATED AS ROCK MULCH ON DRAWINGS. USE 4" FOR TREES, SHRUB BEDS, AND 3" FOR PERENNIAL/GROUND COVER BEDS, UNLESS OTHERWISE DIRECTED. PLANTING SOIL SHALL HAVE A pH RANGE OF 5.00 TO 8.00. SOIL SHALL BE DECOMPACTED AND FREE OF STICKS, STONES, AND OTHER DEBRIS. SOIL SHALL CONTAIN NO LESS THAN 5% ORGANIC COMPOST AND 25% SAND. FOR PLANTING OF SHRUBS, PERENNIALS, AND ORNAMENTAL GRASS, A MINIMUM OF 6" OF TOPSOIL SHALL BE PLACED ON THE AFFECTED AREAS BEFORE INSTALLATION. FOR ESTABLISHMENT OF TURF, A MINIMUM OF DEPTH OF 4" OF TOPSOIL SHALL BE PLACED ON THE AFFECTED AREAS BEFORE INSTALLATION OF SOD OR SEED. SOIL SAMPLES SHOULD BE SUBMITTED WITH AMENDMENT PROCEDURES INDICATED PRIOR TO INSTALLATIONS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR COMPLYING WITH ALL APPLICABLE CODES, REGULATIONS, AND PERMITS GOVERNING THE WORK. PLANTING SOIL FOR TREES, SHRUBS AND GROUND COVERS: FERTILE FRIABLE LOAM CONTAINING A LIBERAL AMOUNT OF HUMUS AND CAPABLE OF SUSTAINING VIGOROUS PLANT GROWTH. IT SHALL COMPLY WITH MN/DOT SPECIFICATION 3877 TYPE B SELECT TOPSOIL. MIXTURE SHALL BE FREE FROM HARDPACK SUBSOIL, STONES, CHEMICALS, NOXIOUS WEEDS, ETC. SOIL MIXTURE SHALL HAVE A PH BETWEEN 6.1 AND 7.5 AND 10-0-10 FERTILIZER AT THE RATE OF 3 POUNDS PER CUBIC YARD, IN PLANTING BEDS INCORPORATE THIS MIXTURE THROUGHOUT THE ENTIRE BED BY ROTOTILLING IT INTO THE TOP 12" OF SOIL. MAINTENANCE SHALL BEGIN IMMEDIATELY AFTER EACH PORTION OF THE WORK IS IN PLACE. PLANT MATERIAL SHALL BE PROTECTED AND MAINTAINED UNTIL THE INSTALLATION OF THE PLANTS IS COMPLETE, INSPECTION HAS BEEN MADE, AND PLANTINGS ARE ACCEPTED EXCLUSIVE OF THE GUARANTEE. MAINTENANCE SHALL INCLUDE WATERING, CULTIVATING, MULCHING, REMOVAL OF DEAD MATERIALS, RE -SETTING PLANTS TO PROPER GRADE AND KEEPING PLANTS IN A PLUMB POSITION. AFTER ACCEPTANCE, THE OWNER SHALL ASSUME MAINTENANCE RESPONSIBILITIES. HOWEVER, THE CONTRACTOR SHALL CONTINUE TO BE RESPONSIBLE FOR KEEPING THE TREES PLUMB THROUGHOUT THE GUARANTEE PERIOD. WATERING: MAINTAIN A WATERING SCHEDULE WHICH WILL THOROUGHLY WATER ALL PLANTS ONCE A WEEK. IN EXTREMELY HOT, DRY WEATHER, WATER MORE OFTEN AS REQUIRED BY INDICATIONS OF HEAT STRESS SUCH AS WILTING LEAVES. CHECK MOISTURE UNDER MULCH PRIOR TO WATERING TO DETERMINE NEED. CONTRACTOR SHALL MAKE THE NECESSARY ARRANGEMENTS FOR WATER. WHERE IRRIGATION SYSTEMS ARE INSTALLED, SAID SYSTEMS SHALL HAVE WATER SENSOR DEVICES TO AVOID OVERWATERING AND TIMING DEVICES TO ENSURE IRRIGATION IS CONDUCTED DURING THE HOURS PERMITTED BY THE CITY WATER RESTRICTION REQUIREMENTS. ALL DISTURBED AREAS TO BE TURF SEEDED, ARE TO RECEIVE 4" TOP SOIL, SEED, MULCH, AND WATER UNTIL A HEALTHY STAND OF GRASS IS OBTAINED. ALL WORK TO BE GUARANTEED FOR A PERIOD OF ONE YEAR BEGINNING AT TIME OF ACCEPTANCE BY OWNER. CONTRACTOR TO MAKE ALL REPLACEMENTS IN A TIMELY MANNER. ALL MATERIALS SHALL COMPLY WITH THE LATEST EDITION OF THE AMERICAN STANDARD FOR NURSERY STOCK, AMERICAN ASSOCIATION OF NURSERYMEN. WHEN STAKING OR GUYING OF TREES IS REQUIRED, IT SHALL OCCUR SO AS NOT TO CREATE ANY HAZARDS OR UNSIGHTLY OBSTACLES. ALL WIRES SHALL BE ENCASED IN HOSE TO PREVENT TREE DAMAGE. PRUNE EVERGREEN TREES ADJACENT TO PARKING STALLS AS NEEDED TO AVOID LIMBS BRUSHING AGAINST CARS. 1 r N I I APLO LANE S89°Z7'24 "E 165. 0,0 I I 0 0 PID: 08-31-22-24-0046 Owner: DONELLE ALFORD STEPHEN ALFORD Address: 534 ARLO LN • PID: 08-31-22-24-0048 Owner: RYAN LANGE Address: 535 LOIS LN OPEN AREA COVER PER SECTION 1007.43(17)E OF THE CITY CODE, OPEN SPACE LANDSCAPING IS REQUIRED FOR DISTURBED SITE AREAS OUTSIDE OF THE VEHICULAR LANDSCAPE AREA AND ABOVE THE POND NORMAL WATER LEVEL (1 LARGE TREE + 3 LARGE SHRUBS PER 2,000 S.F.) TOTAL OPEN AREA DISTURBED = 4,000 S.F. (A) MIN. LARGE TREES REQUIRED = (4,000 S.F. / 2,000 S.F.) X 1 = 2 10 LARGE TREES (A) MIN. LARGE SHRUBS REQUIRED = (4,000 S.F. / 2,000 S.F.) X 3 = 6 Know what's below. CaII before you dig. • m /// EXISTING GARAGE //// 909 CV wF4 w M 0 0 0 LOT 3 10,890 SF 911 0t�0000 000000 oo0l°0° O O -Ob.0 O 0 O.A0 0 0 N V) SO°33'1 5"W cs O9 ... LOT 4 10,890 SF 0 0 HL 06, • ' it14 N`Ve V/.5 82.50 77.50 909 REMOVE TREE (TYP)* co 0 rn *REPLACED W/ TREES IN OPEN AREA C\2 10 4 Cip 0 909 LOT 2 10,230 SF HB 0� 77.50 CS 0 > N / //////////V�///' EXISTING HOUSE /////////'7/1 I - L -I 1,09 N89°27'24 "W 165.00 GAS GAS 3 > _> SYMBOL KEY QTY BOTANICAL NAME COMMON NAME SIZE AT INSTALL DECIDUOUS TREES :.k ISH HB RB HL 2 1 2 CELTIS OCCIDENTALIS HACKBERRY 2-1/2" B&B* ss DSS BETULA NIGRA RIVER BIRCH 2-1/2" B&B* #5 POT BROOT GLEDITSIA TRIACANTHOS VAR. INERMIS "SH ADEM ASTER" HONEY LOCUST 2-1/2" B&B* SYMBOL KEY QTY BOTANICAL NAME COMMON NAME SIZE AT INSTALL DECIDUOUS SHRUBS sH ISH 4 HYDRANGEA ARBORESCENS INCREDIBALL SMOOTH HYDRANGEA #5 POT BROOT EVERGREEN SHRUBS ss DSS 3 PICEA OMORIKA 'NANA' DWARF SERBIAN SPRUCE #5 POT BROOT PID: 08-31-22-24-0005 Owner: DANIEL V WALDOCH Address: 559 LOIS LN 10' WIDE SODDED AREA SEED ALL DISTURBED AREADS W/ SEED MN -DOT #21-112 N— TREE PROTECTION FENCE (TYP) OPEN AREA 4000 S.F. I/ 907' TO DRAINAGE & UTILITY EASEMENT GASB GAS LOIS LANE > > > 0 > TOTAL SHRUBS 7 + + !- 1_159.27 - 1 959.27 -' 912.33 TNHXYZ Ii io/7 oII1111ik IIS / 110° 111104i .../,JO1h1011llnl ]f,Ul 141111II111i1111�1 1pliuu x0111111 PLAN 8" 2 -PLY NYLON STRAPS DOUBLE STRAND 12 GAUGE WIRE PAINTED FLUORESCENT ORANGE WHITE FLAGGING (TYP.) TREE WRAP 4 INCHES MULCH 4 INCH DEEP SAUCER 8' STEEL TEE POST- 3 REQUIRED AT 120° BACKFILL MIX UNDISTURBED SUBSOIL REMOVE BURLAP & ROPE FROM TOP 1/3 OF THE BALL NOTE: SEE PLANTING NOTES FOR THE TYPE OF MULCH MATERIAL TO USE. DECIDUOUS TREE PLANTING DETAIL NOT TO SCALE 4 INCHES MULCH ( SEE LANDSCAPE NOTES FOR TYPE OF MULCH ) IF SHRUB IS B & B, THEN REMOVE BURLAP & ROPE FROM TOP 1/3 OF BALL BACKFILL MIX UNDISTURBED SUBSOIL SHRUB & CONTAINER PLANTING DETAIL LANDSCAPE PLAN GOLDEN ACRE DRAWN BY: R.W. DESIGN BY: C.W.P. CHCKD BY: C.W.P. PROJ. NO. 17-1688 ORIGINAL DATE: MAY 15, 2017 REVISION DESCRIPTION CITY COMMENTS w 1- 0 r 00 GOLDEN ACRE LINO LAKES, MINNESTOA LANDSCAPE PLAN PREPARED FOR: TIM ANDERSON SITE PLANNING & ENGINEERING PLOWS ENGINEERING, INC. 6776 LAKE DRIVE SUITE 110 LINO LAKES, MN 55014 PHONE: (651) 361-8210 FAX: (651) 361-8701 NORTH 7,0;es; 011,) 0 10 20 1 INCH = 20 FEET L1 ENVIRONMENTAL BOARD AGENDA ITEM 5B STAFF ORIGINATOR: Marty Asleson, Environmental Coordinator MEETING DATE: May 31, 2017 REQUEST: Preliminary Plat Houle Addition APPLICANT: GRH contracting 4417 Channel Lane NE East Bethel, MN 55092 OWNER: Guy & Joseph Houle 4417 Channel Lane NE East Bethel, MN 55092 PROPOSED DEVELOPMENT Houle's First Addition is located in an area that was proposed for platting in 2004. .At that time, there was an extensive study (EAW) to look at impacts from proposed development from the north end of Roughed Grouse Road to the island in Wards Lake, connected by a bridge. Mr. Ed Vaughan received PUD Development Stage Plan/Preliminary Plat approval but a PUD Final Plan/Final Plat was never submitted; therefore the PUD Development Stage Plan/Preliminary Plat is void. In 2008, Ed Vaughan received preliminary plat (Resolution No. 08-22) and final plat (Resolution No. 08-44) approval for 1 lot and 1 outlot. The final plat was never recorded; therefore, the preliminary plat and final plat are void. Guy and Joseph Houle purchased the property in 2016 and now wish to develop one lot at the end of Rough Grouse Road, by sub -dividing the existing parcel into two parcels called Lot 1, and Outlot A, similar to Mr. Vaughns second proposal. Mr. Houle wishes to build a single family residence on Lot 1. Site Data Lot 1 .4.63 Acres Outlot A ..26.09 Acres Upland Area 93 Acres Total Area ..30.72 Acres Ordinary High Water 883.7 RCWD Floodplain Elevation 887.6 Shoreland Setback Requirement (from OHW) ...80.55 1 SITE CHARACTERISTICS Shoreland District This project proposal is in the Wards Lake Shoreland District. Wards Lake is a 14 acre natural resources lake. Wards Lake is not listed as an impaired water or the state. All structures in the City Shoreland Districts must meet the 150 foot setback from the Ordinary High Water (OHW) requirement of natural resource lakes. In this case the setback is the average of the two existing lots on both sides of the proposed new house. The average of these two lots is 80.55 feet. The Shore Impact Zone is 75 feet. The house is right against this line. The DNR prohibits anything built past this point. Site Specific Significant Resources There are no National Heritage concerns on this property for threatened, rare and endangered plants or animals. Blanding's Turtle habitat surround this area. Soils Soils are Dundas Fine Loam. Dundas soils have a moderate infiltration rate, high available water capacity, and a water table within 2-3 feet of the surface. Surface Water/Storm Water/Pollution Prevention A Stormwater Management Plan is not needed for this site. An Erosion Control Plan is needed. If it is determined that an infiltration pond is needed for the site, than a three foot separation of sandy material will be needed from the bottom of the pond to the top of the ground water. Development will be limited to 30% impervious coverage as required by the Shoreland Ordinance. Conservation Easement A Rice Creek Watershed District Conservation Easement may be needed for this site. 2 Land Cover The site has been clear-cut except for two remaining Ash trees. The ground cover is highly disturbed from stump grinding. The two remaining Ash trees should be removed or treated for Emerald Ash Borer. Tree Preservation Not applicable. Flood Plain The Rice Creek Flood Plain elevation is set at 887.6. The building pad is out of the flood plain area. Drinking Water Protection The Houle property is located in a High Vulnerability DWSMA area. Protection from infiltration pollutants should be implemented. Landscape Plan Ground cover restoration is critical and a native seed mix approved by the city would be the most desirable. RECOMMENDATION Forward staff and environmental comments on to Planning & Zoning Board and the City Council. ATTACHMENTS 1. Prelimainary Plat and Civil Plan Set 2. Soils Map 3. DWSMA Map 3 P: \17-1042 — Houles — Lino Project\1 O_CAD\CADD Drawings\Guy — Lino Lakes Project.dwg PRELIMINARY PLANS for PLAT, GRADING, STREETS, UTILITIES for HOULE ADDITION LINO LAKES, MN PREPARED FOR: GRH Contracting 4417 Channel Lane NE East Bethel, MN 55092 Contact: Guy Houle Phone: 612-210-3854 PREPARED BY: • Kaskaskia Engineering Group, LLC PROFESSIONAL REGISTRATIONS 2550 University Avenue West, Suite 161S St. Paul, Minnesota 55114 615.337.5652phone 618.233.5977 fax www.kaskaskiaeng.com LICENSE NO. Minnesota. Professional Design Firm 688435000021 INDEX: Sheet Number Sheet Title 1 2 3-4 5 6 7 COVER CERTIFICATE OF SURVEY PRELIMINARY PLAT GRADING NEIGHBORHOOD CONTEXT AND DETAILS RESOURCE INVENTORY VICINITY MAP PROJECT SITE //A Ce1tervklle Pd e3[I11,r 11, D 9 GenLOr SI DOL Mair+ s1 PF 7 BFrch St L L, (NOT TO SCALE) NOT FOR CONSTRUCTION Preliminary Plans for PLAT, GRADING, STREETS, AND UTILITIES for HOULE ADDITION LINO LAKES, MN Date: 5/15/2017 Sheet: 1 of 7 LAST PLOTTED: 5/15/2017 10:36 AM OPERATOR: SCA P: \17-1042 — Houles — Lino Project\1 O_CAD\CADD Drawings\Guy — Lino Lakes Project.dwg 0 c a) T E 0 LL a) in LIJ in O 0 N 0 N • • Edge Of Wetland As--‘ Delineated By Jacobson Environmental in April, 2017 , Retaining Wall and— Fence Falls 1.5' "T North of Property n 915.53 N 89°4131" E 1315.53 `--The Southwest corner of the NE 1/4 of the NE 1/4, Sec. 28, Twp. 31, Rge. 22 MINITY MAP Not to Scale PDO & R -1X (Planned Development and Single Family Executive) V 1 G• A •SHEET A 07 SHEETS C.S.A.H.1 .1/\ V (�G' (1/alI 4/ \IN 4,�I NO.10 I(\ ` <<5.).' r/ � C') 54 \I J 1 1 Section 27, & 28 Township 31, Range 22 Anoka County, MN 100 0 HORIZONTAL: 1"=100' I= LEGEND 100 200 EXISTING LIGHT POLE EXISTING SIGN EXISTING POWER POLE EXISTING GUY WIRE ® CB EXISTING CATCH BASIN EXISTING DECIDUOUS TREE EXISTING CONIFEROUS TREE EXISTING GATE VALVE • FOUND IRON MONUMENT O SET MONUMENT S? EXISTING AUTO SPRINKLER CO EXISTING MANHOLE O EXISTING WATER METER CI EXISTING GAS METER Z EXISTING HAND HOLE ® EXISTING TELEPHONE BOX ® EXISTING GUAR POST EXISTING FIRE HYDRANT s�1 EXISTING SOIL BORING • NOTES WL 502 502 E G D D DD DD SF W SF Zoned : PSP (Public Semi -Public) S 89°42'27" W 1314.92 ,---Ordinary High Water JJJ/ Elevation: 883.7 Floodplain \ /Elev=887.6 --1 / • ,� ✓i s / 7 �-- — \ —CO \ •1 89 E i. E PT 1 0 v inI'1 \ • \ • House /) / / \ �� ,SJ \ °o °a / // / / / // // 1,// // / PROPOSED SETBACK LINE EXISTING RETAINING WALL EXISTING WETLANDS EDGE EXISTING CONTOUR EXISTING CONTOUR EXISTING BURIED ELECTRIC EXISTING GAS LINE EXISTING SANITARY SEWER EXISTING STORM SEWER EXISTING TREELINE EXISTING WATERLINE EXISTING SILT FENCE UPLAND AREA 1) The area of the property is 1,338,460 sq. ft. or 30.72 acres 2) Wetlands were located as shown on the drawing 3) The property lies in flood zone X (areas determined to be outside the 0.2% annual chance floodplain) and zone A (areas where no base flood elevations are determined) as designated on Flood Insurance Rate Map Community Panel Number 27003C 0365 E, Anoka County, Minnesota, published by the Federal Emergency Management Agency effective date December 16th, 2015. PROPERTY DESCRIPTION Outlot D, Pheasant Hills Preserve, Anoka County, Minnesota EXCEPT that part of Outlot D, Pheasant Hills Preserve being in the West One-half of the Northwest One -Quarter, Section 27, Township 31, Range 22, Anoka County, Minnesota, described as follows: Commencing at the Southeast corner of the West One-half of said Northwest One -Quarter, Section 27; thence North 01 degrees 00 minutes 55 seconds West along the East line of said West One-half, Northwest One -Quarter, Section 27, a distance of 57.73 feet to the Southeast corner of said Outlot D for a point of beginning of the tract to be described; thence North 01 degrees 00 minutes 55 seconds West, along the East line of said Outlot D, a distance of 910.02 feet; thence South 89 degrees 22 minutes 49 seconds West, a distance of 580.47 feet; thence South 01 degrees 00 minutes 55 seconds East, parallel with the East line of said Outlot D, a distance of 548.90 feet; thence North 89 degrees 22 minutes 49 seconds East, parallel with the South line of said Northwest One -Quarter, Section 27, a distance of 416.00 feet; thence South 01 degrees 00 minutes 55 seconds East, parallel with the East line of said Outlot D a distance of 370.14 feet to the Northerly right-of-way line of C.S.A.H. No. 10 (Anoka County Right -of -Way Plat No. 11); thence North 85 degrees 24 minutes 36 seconds East along said right-of-way line a distance of 28.66 feet; thence continuing along said right-of-way line along a curve concave to the North (which has a radius of 3879.72 feet, a delta angle of 02 degrees 00 minutes 31 seconds, and an arc length of 136.02 feet) a chord bearing and distance of North 86 degrees 24 minutes 53 seconds East, 136.01 feet to the point of beginning. And EXCEPT the North 1100 feet of Outlot D, Pheasant Hills Preserver, Anoka County Minnesota And EXCEPT the South 400 feet of the North 1500 feet of the East 600 feet of Outlot D, Pheasant Hills Preserve, Anoka County, Minnesota / / / /7 / -7 / / / • BENCHMARK Top Nut of Hydrant (NAVD 88) Located at the end of Ruffed Grouse Road as shown on the survey. Elev.= 897.26 feet IN BASIS OF BEARINGS For the purposes of this survey the West line of Outlot D, of PHEASANT HILLS PRESERVE, according to the plat thereof, Anoka County, Minnesota is assumed to bear N 00'44'55" W .---The South Line of the North 1100 feet / of Outlot D S 89°19'39" W _-Anoka County Reference Monument on the E. Line of the NE 1/4 of Sec. 28, Twp. 31, Rge. 22 \ WETLAND 400.00 The Southeast corner of the NE 1/4 of--' the NE 1/4, Sec. 28, Twp. 31, Rge. 22 'OO ,' \ �9/e F 60 00, C /� Fkeo'lt�JA. /o,, t / / /\ _) \\ 1 r\ I \J C L I rThr\It Lr\ /7 • • / / / >' / / PARK 4 / -\ ona°4-R >N opi2//y Fnea / / N kee4/1`4, 41� fop, ent O N _C N 0 \ • A Kt 719.23' 882- WETLAND / \\ \rn \\ �-- 8l, �! A \• \N\ct \c5)0(5, -- _____ ---' \Q \ \ \ \C -c \g 00 \\ \I �\ \ go \\\- \ \t_ _:i) J/ / _ _ _s9e / ,4* `, LLJ S 00°54'46" ea Cr b,, / O�Se /%0(:), / / 5 / / 1 // 7 - I hereby certify that this survey, plan or report was prepared by me or under my direct supervision and that I am a duly Licensed Land Surveyor under the laws of the state of Minnesota. Ronal • P. Alwin DATE 5-11-17 LIC. No 17765 • 30 / l WETLAND -) i_i 1- A C. -s%\ �IC I1- 1 1 L_/—\ 1 N 1 N 89°294E 3b9:80 Zoned: R- Sill, cicoyly k ee\/\,3,,,,;31; tial) c5j \ \ \ \ -- \\\\ \ 1 (Li \\ \1 ZN \ V--__\\\ N a) \ `9 \ \ t C /\ \\ \\ L O a u) / \ U , I- sN (C3; 7 U I 00°38'22" W z c E. C o°) • C + 0 Cg o c O O L 0 o rn C o < / / / / �I I J J 4 I III I CTs 1 I L_L_`. • • • • • • DC ED\'E- 1 1 \ V L_ r\ I ITI r\T r\ V I L_\_./ 1 V Edge Of Wetland As Delineated___' By Peterson Environmental Consulting, Inc. On Nov. 15, 2000 WETLAND O On 0 O r -- O z Zoned : PSP (Public Semi -Public) I —600'— E.j ,- r r 1 n 11 ,s L 1 1 V IV / — The South Line of the North 1500 feet of Outlot D, Pheasant Hills Preserve, Anoka County, MN S 89°19'39" W 600.01 O O --- WETLAND CN 0) S 89°22'49" W 580.47 Zoned : R-1 (Single Family Residential) T) ii r— A^ A N I m i_i 1 1 1 L_)r-^r-D\ /r - I 1 I L_/—\.D/-\I N 1 1 1 1 L_L_.2 1 I\ L_L_1 \ V L_ 1 cii\ \I ( -'"/ 1 ��6 / \ ,-Ordinary High Water \IElevation: 883.7 \ / \--75-ft Shore Impact Zone \ • \ \ \ I \ � \ p )» \\ //,/ OCft setbiickko�rn�O1 \ • \ •• J 7 / O J fm I I T 1 r\ --r r\ V 1 L_\J I LJ 0 _Parallel with the South line of the Northwest Quarter N 89°22'49" E N `-The South line of the NW 1/4 of Sec. 27, Twp. 31, Rge. 22 \ 302.40 90 C.S.A.I. --L=1:. 58 \ 90 1 "18'�5„N - 898. J 416.00' N 7 0 O O 4E) c S 01°00'55" E M „8S,00.1.0 N /-The Northerly / right-of-way line of C.S.A.H. No. 10. The Southeast corner of said \ Outlot D. \ 1 7 z M N 1-2 PREPARED BY: a-� Q Q E 4• tiou t. CMN. • vi 06 N rid \O �O LICENSE NO. PROFESSIONAL REGISTRATIONS 688435000021 4417 Channel Lane NE cip REV. DATE DESCRIP A •SHEET A 07 SHEETS SHEET TITLE: CERTIFICATE OF SURVEY PROJECT TITLE: DRAWN IL1_: •SHEET NO. 02 OF 07 SHEETS PROJECT NUMBER 1 7-1• LAST PLOTTED: 5/15/2017 10:37 AM OPERATOR: SCA P: \17-1042 — Houles — Lino Project\1 O_CAD\CADD Drawings\Guy — Lino Lakes Project.dwg tJ J_ v c 0 Fn a) T E 0 u_ rn J) a) 0' o 90 15 o a 0 Z o • oci _c N •c .~ U o O N • S4 a) — \s ) • w -o Z o _c • ON • LLJ in O O N O N O U) 100 0 LOT 1 City Setback Line • • Edge Of Wetland As - Zoned : PSP (Public Semi -Public) S 89°42'27" W 1314.92 I Floodplain \ /' -/ / • \ / Elevation: 883.7 ---Ordinary High Water Delineated By Jacobson \--' �st Environmental in Aril, 2017 \1 4 p57 s• ' . It. 201,870 sq. ft. 4.63 acres BLOCK 1 N 89°41'31" E `--The Southwest corner of the NE 1/4 of the NE 1/4, Sec. 28, Twp. 31, Rge. 22 14CINI TY MAP Not to Scale \ 4 • • 915.53 1315.53 PDO & R -1X (Planned Development and Single Family Executive) C-Dl</G (1,�1 V///V/V 1 DE SCRIP 0 G. S ik RPA C.S.A.H., �G' ai X11 NI N0.10 1 ^ �G' 1°c �4'\ 1 i Section 27, & 28 Township 31, Range 22 Anoka County, MN 100 200 HORIZONTAL: 1"=100' ■ LEGEND Municipality Proposed Utilities: r wL Elev=887.6 \ • -� I 1 House /• / / // // // // // // L Owner / Developer Guy and Joseph Houle 1221 Birch St. Lino Lakes, MN 55038 (612)210-3854 Engineer & Surveyor Kaskaskia Engineering Group 2550 University Avenue West Suite 161 S St. Paul, MN 55114 (651)337-5652 City of Lino Lakes Sewer: City Utilities (available) Water: City Utilities (available) CI EXISTING LIGHT POLE EXISTING SIGN EXISTING POWER POLE EXISTING GUY WIRE ® CB EXISTING CATCH BASIN EXISTING DECIDUOUS TREE C) EXISTING CONIFEROUS TREE K4 EXISTING GATE VALVE • FOUND IRON MONUMENT O SET MONUMENT EXISTING AUTO SPRINKLER �O EXISTING MANHOLE 0 EXISTING WATER METER cM EXISTING GAS METER Z EXISTING HAND HOLE ® EXISTING TELEPHONE BOX ® EXISTING GUAR POST tf EXISTING FIRE HYDRANT SB-1QbEXISTING SOIL BORING • ZONING SUMMARY ■ Current Zoning: Proposed Zoning: Current use: Proposed use: R -1X Ord. 02-08 R-1 X Not being used Residential WL 502 502 E D G SF W D DD SF ■ EXISTING PROPERTY DESCRIPTION Outlot D, Pheasant Hills Preserve, Anoka County, Minnesota PROPOSED SETBACK LINE EXISTING RETAINING WALL EXISTING WETLANDS EDGE EXISTING CONTOUR EXISTING CONTOUR EXISTING BURIED ELECTRIC EXISTING GAS LINE EXISTING SANITARY SEWER EXISTING STORM SEWER EXISTING TREELINE EXISTING WATERLINE EXISTING SILT FENCE UPLAND AREA EXCEPT that part of Outlot D, Pheasant Hills Preserve being in the West One-half of the Northwest One -Quarter, Section 27, Township 31, Range 22, Anoka County, Minnesota, described as follows: Commencing at the Southeast corner of the West One-half of said Northwest One -Quarter, Section 27; thence North 01 degrees 00 minutes 55 seconds West along the East line of said West One-half, Northwest One -Quarter, Section 27, a distance of 57.73 feet to the Southeast corner of said Outlot D for a point of beginning of the tract to be described; thence North 01 degrees 00 minutes 55 seconds West, along the East line of said Outlot D, a distance of 910.02 feet; thence South 89 degrees 22 minutes 49 seconds West, a distance of 580.47 feet; thence South 01 degrees 00 minutes 55 seconds East, parallel with the East line of said Outlot D, a distance of 548.90 feet; thence North 89 degrees 22 minutes 49 seconds East, parallel with the South line of said Northwest One -Quarter, Section 27, a distance of 416.00 feet; thence South 01 degrees 00 minutes 55 seconds East, parallel with the East line of said Outlot D a distance of 370.14 feet to the Northerly right-of-way line of C.S.A.H. No. 10 (Anoka County Right -of -Way Plat No. 11); thence North 85 degrees 24 minutes 36 seconds East along said right-of-way line a distance of 28.66 feet; thence continuing along said right-of-way line along a curve concave to the North (which has a radius of 3879.72 feet, a delta angle of 02 degrees 00 minutes 31 seconds, and an arc length of 136.02 feet) a chord bearing and distance of North 86 degrees 24 minutes 53 seconds East, 136.01 feet to the point of beginning. And EXCEPT the North 1100 feet of Outlot D, Pheasant Hills Preserver, Anoka County Minnesota And EXCEPT the South 400 feet of the North 1500 feet of the East 600 feet of Outlot D, Pheasant Hills Preserve, Anoka County, Minnesota =PROPOSED PROPERTY DESCRIPTION Lot 1 and Outlot A, HOULES ADDITION, Anoka County, Minnesota House' r v 0 r p T n l AI L L 1 I v IV \ • 0 c\J CV \ F-0 cr co LJ2° 0 I— ino Z DMco O•N / \ \ / >\ / N / I L •"� / 00 / V*60, / 0 /' w SSB / \ // /7 / \ / \Z___,_ \ // \ / \ \ / \/ ■LOT SUMMARY Lot 1 201,870 sq. ft. Outlot A 1,136,590 sq. ft. Upland Area 40,574 sq. ft. Total 1,338,460 sq. ft. or 4.63 acres or 26.09 acres or 0.93 acres or 30.72 acres HOULE ADDITION C 11, -The South Line of the North 1100 feet of Outlot D S 89°19'39" W 719.23' / ,-Anoka County Reference Monument on the E. Line of the NE 1/4 of Sec. 28, \r ( \\ Twp. 31, Rge. 22 WETLAND ---/ 400.00 The Southeast corner the NE 1/4, Sec. 28, WETLAND WL of the NE 1/4 of--/ Twp. 31, Rge. 22 /7 L �I /\/'It bL_Vvf\ "fi (J • N _c N 4- ai O 0) N a O N U • .6 a) a) � z \ w S 00°54'46" 1 ti / ■ BENCHMARK 4 Top Nut of Hydrant (NAVD 88) Located at the end of Ruffed Grouse Road as shown on the survey. / Elev.= 897.26 feet ■BASIS OF BEARINGS For the purposes of this survey the West line of Outlot D, of PHEASANT HILLS PRESERVE, according to the plat thereof, Anoka County, Minnesota is assumed to bear N 00'44'55" W ■ NOTES 3 / 6 1) The property lies in flood zone X (areas determined to be outside the 0.2% annual chance floodplain) and zone A (areas where no base flood elevations are determined) as designated on Flood Insurance Rate Map Community Panel Number 27003C 0365 E, Anoka County, Minnesota, published by the Federal Emergency Management Agency effective date December 16th, 2015. 2) Upland boundary line is 75 feet from the ordinary high water line I hereby certify that this survey, plan or report was prepared by me or under my direct supervision and that I am a duly Licensed Land Surveyor under the laws of the state of Minnesota. Ronal oilP. Alwin DATE 5-11-17 LIC. NO. 17765 / 7 / • 30 WETLAND -- r- /\ ^ /\ --l\ I T 1 1 L_/—\._:%/—\ I \1 I N 89°222-9�E N 09:80 Zoned Si gle Fa 'ly ential)\ \ \ \ \ \ \ \ 0) 0) u) 10 N 00'38'22" W c 0 I III I DID r—^_ID\ /r— I I I L_L1 I\ L_ I\ V L_ '\I 111 ("\T r\ U V 1 L_\J 1 V Edge Of Wetland As Delineated--_-_-' By Peterson Environmental Consulting, Inc. On Nov. 15, 2000 OUTLOT A 1,136,590 sq. ft. 26.09 acres \ /� ( �I \ WETLAND --'/\ \ \ ,-Ordinary High Water \IElevation: 883.7 ---75-ft Shore Impact Zone• \ \ • • • • \ • • • \ \ \ -114 osz Zoned : PSP (Public Semi -Public) 600' — r s, /v r [) T I n A I I v Iv / The South Line of the North 1500 feet of Outlot D, Pheasant Hills Preserve, Anoka County, MN S 89°19'39" W 600.01 H 0 0 ---- WETLAND Ln 0 O O z N d 0) cn 00 cD LC) O O � S 89°2249" W 580.47 Zoned : R-1 (Single Family Residential) h)iiI--A^A NIT 11 I 1 1 N I 1 1 1 L _ L I\ L_`: L_ I\ V L_ T Dr -C rD\ /C z r /'\ 11 r 1 ("\ T r1 vvIL_v1 L) --- Parallel with the South line of the Northwest Quarter N 89°22'49" E fV 0 \ I "••"'`/� // /-1(5OLft Setb?ick fr;511 WL- Figure Buildable Area 0 1,21Q1Q sq. `-The South line of the NW 1/4 of Sec. 27, Twp. 31, Rge. 22 7 \ 302.40 •r °18�i5`N C.S.A.I NO. 1-0 416.00' -0 • �Q.) c U) o. 0 0 a_ Ill S 01)30'55" E F_l� N $524 2,a 6 6 0 V) M „85,00.10 N 0 0 N /-The Northerly / right-of-way line of C.S.A.H. No. 10. The Southeast corner of said I Outlot D. Zoned : PSP (Public Semi—Public) PREPARED BY: 4 a r 0E• 4g en • el an 0/0 ,41 N C] i4 CC; a cA o CC; -?:,r) v CZ; * 54) W LICENSE NO. PROFESSIONAL REGISTRATIONS 688435000021 b!J U c� 0 L.) rz4 4417 Channel Lane NE Ch 120 ct REV. DATE DE SCRIP 0 CHECKED BY: RPA SHEET NO. PROJECT NUMBER 03 OF 06 SHEETS SHEET TITLE: PRELIMINARY PLAT PROJECT TITLE: DRAWN BY: SCA SHEET 03 CHECKED BY: RPA SHEET NO. PROJECT NUMBER 03 OF 06 SHEETS 17-1042 LAST PLOTTED: 5/15/2017 10:37 AM P: \17-1042 — Houles — Lino Project\1 O_CAD\CADD Drawings\Guy — Lino Lakes Project.dwg HOULE ADDITION Orindary High Water Elevation: 883.7 S89°05'20"E 728.90' S72°53'24"E `• ia 34.66'x_• Ng=41 '$: — �04 9� �` \ • \ 7. --SF 9121 SFS — — SiF SF 9 7�� `• RCWD FlooplaiR 4 ^ • \ — — —Eley 887.6 — ,--Drainage and Utility Easement BLOCK 1 Retaining Wall and Fence Fall / 1.5' North of Property i Existing Rock , Entrance • . `. 53.45 • EX. SMH RIM: 894.21 INV: 887.40 30 0 HORIZONTAL: 1"=30' LEGEND NOTES 1) The property lies in flood zone X (areas determined to be outside the 0.2% annual chance floodplain) and zone A (areas where no base flood elevations are determined) as designated on Flood Insurance Rate Map Community Panel Number 27003C 0365 E, Anoka County, Minnesota, published by the Federal Emergency Management Agency effective date December 16th, 2015. 30 60 2) Upland boundary line is 75 feet from the ordinary high water line 3) This project falls in the Wards lake shore land overlay district and is categorized as a natural environment lake EX. SMH RIM 893 53 INV: 887.01 EXISTING LIGHT POLE EXISTING SIGN EXISTING POWER POLE EXISTING GUY WIRE ® CB EXISTING CATCH BASIN EXISTING DECIDUOUS TREE EXISTING CONIFEROUS TREE D4 • 0 AS 0 WM GM z EXISTING GATE VALVE FOUND IRON MONUMENT SET MONUMENT 502 502 E 0 EXISTING AUTO SPRINKLER EXISTING MANHOLE EXISTING WATER METER EXISTING GAS METER EXISTING HAND HOLE EXISTING TELEPHONE BOX EXISTING GUAR POST EXISTING FIRE HYDRANT EXISTING SOIL BORING PROPOSED SETBACK LINE EXISTING RETAINING WALL EXISTING WETLANDS EDGE EXISTING CONTOUR EXISTING CONTOUR EXISTING BURIED ELECTRIC EXISTING GAS LINE EXISTING SANITARY SEWER EXISTING STORM SEWER EXISTING TREELINE EXISTING WATERLINE EXISTING SILT FENCE UPLAND AREA A " 0 ce, N. 2 e en k LICENSE NO. 68043500002]1 REGISTRATIONS P I" OFJESSION 0 PREPARED BY: b!J U c� 0 L.) rz4 4417 Channel Lane NE 120 ct REV. DATE DESCRIP 0 CHECKED BY: RPA A SHEET NO. PROJECT NUMBER 04 OF SHEET TITLE: PRELIMINARY PLAT PROJECT TITLE: DRAWN BY: SCA SHEET 04 CHECKED BY: RPA SHEET NO. PROJECT NUMBER 04 OF 07 SHEETS 17-1042 LAST PLOTTED: 5/15/2017 10: 37 AM P: \17-1042 — Houles — Lino Project\1 O_CAD\CADD Drawings\Guy — Lino Lakes Project.dwg PROPOSED LOT 1, BLOCK 1, HOULE ADDITION EROSION CONTROL NOTES THE CONTRACTOR SHALL ASSUME COMPLETE RESPONSIBILITY FOR CONTROLLING ALL SILTATION AND EROSION OF THE PROJECT AREA. ALL EROSION CONTROL AND SILTATION CONTROL MEASURES SHALL COMPLY WITH MINNESOTA'S BEST MANAGEMENT PRACTICES MANUAL. THE CONTRACTOR SHALL USE WHATEVER MEANS NECESSARY TO CONTROL EROSION AND SILTATION INCLUDING, BUT NOT LIMITED TO, STAKED STRAW BALES, ROCK ENTRANCES AND/OR SILT FENCES. CONTROL SHALL COMMENCE WITH GRADING AND CONTINUE THROUGHOUT THE PROJECT UNTIL ACCEPTANCE OF WORK BY THE OWNER. THE CONTRACTOR'S RESPONSIBILITY INCLUDES: ALL DESIGN AND IMPLEMENTATION AS REQUIRED TO PREVENT EROSION AND THE DEPOSITING OF SILT. THE OWNER MAY, AT HIS/HER OPTION, DIRECT THE CONTRACTOR IN HIS/HER METHODS AS DEEMED FIT TO PROTECT PROPERTY AND IMPROVEMENTS. ANY DEPOSITING OF SILT OR MUD ON NEW OR EXISTING PAVEMENT OR IN EXISTING STORM SEWERS OR SWALES SHALL BE REMOVED AFTER EACH RAIN AND AFFECTED AREAS CLEANED TO THE SATISFACTION OF THE OWNER, ALL AT THE EXPENSE OF THE CONTRACTOR. ALL EROSION CONTROL MEASURES MUST BE INSTALLED PRIOR TO COMMENCEMENT OF GRADING OPERATIONS AND BE MAINTAINED UNTIL ALL DISTURBED AREAS ON THE SITE HAVE BEEN RESTORED. TEMPORARY EROSION CONTROL TO BE PLACED AROUND STORM DRAIN STRUCTURES DURING CONSTRUCTION. SEDIMENT SHALL BE REMOVED FROM ALL SEDIMENT CONTROL DEVICES AS NECESSARY AND MUST BE REMOVED IF DESIGN CAPACITY HAS BEEN REDUCED BY FIFTY PERCENT. A STABILIZED CONSTRUCTION ENTRANCE SHALL BE INSTALLED AT THE BEGINNING OF CONSTRUCTION AND MAINTAINED FOR DURATION OF PROJECT. ALL SLOPES 3:1 OR STEEPER, NOT TO BE SODDED AND GREATER THAN EIGHT FEET IN HEIGHT, SHALL HAVE EROSION CONTROL FABRIC INSTALLED. WHEN THE SITE GRADING CONSTRUCTION IS COMPLETED, THE CONTRACTOR SHALL SEED AND MULCH THOSE AREAS AS DIRECTED BY THE OWNER WITHIN 48 HOURS OF GRADING COMPLETION. THE SEEDING SHALL COMPLY WITH MN/DOT SPECIFICATION NO. 3876, AT A RATE OF 50 LBS/ACRE. THE SEEDED AREA SHALL BE MULCHED. THE MULCH SHALL APPLY WITH MN/DOT SPECIFICATION 3882, TYPE 1. THE MULCH SHALL BE APPLIED AND ANCHORED IN ACCORDANCE WITH MN/DOT SPECIFICATION NO. 2575.3, F1. MULCH SHALL BE APPLIED AT THE RATE OF 2 TONS PER ACRE. THE MULCH SHALL BE ANCHORED WITH A DISC, CLODBUSTER OR OTHER APPROVED EQUIPMENT. ALL ADJACENT STREETS SHALL BE INSPECTED DAILY AND SWEPT CLEAN OF SEDIMENT TRACKED FROM THE SITE. SILT FENCE CURRENTLY IN PLACE. NEEDS TO BE REFRESHED. LEGEND • 0 AS 0 GM EB z P/113_ EXISTING LIGHT POLE EXISTING SIGN EXISTING POWER POLE EXISTING GUY WIRE EXISTING CATCH BASIN EXISTING DECIDUOUS TREE EXISTING CONIFEROUS TREE EXISTING GATE VALVE FOUND IRON MONUMENT SET MONUMENT EXISTING AUTO SPRINKLER EXISTING MANHOLE EXISTING WATER METER EXISTING GAS METER EXISTING HAND HOLE EXISTING TELEPHONE BOX EXISTING GUAR POST EXISTING FIRE HYDRANT EXISTING SOIL BORING WL 502 502 E G SF w SF PROPOSED SETBACK LINE EXISTING RETAINING WALL EXISTING WETLANDS EDGE EXISTING CONTOUR EXISTING CONTOUR EXISTING BURIED ELECTRIC EXISTING GAS LINE EXISTING SANITARY SEWER EXISTING STORM SEWER EXISTING TREELINE EXISTING WATERLINE EXISTING SILT FENCE UPLAND AREA Orindary High Water Elevation: 883.7 S89`05'20"E /28.90' \\\ /Ey/°�a / —7572'53'24"E \ / 34.66' 1 co / L co i —Drainage and Utility Easement \ 42. 21' 9L� SiF SFS RCWD Floolai =Elev 887.6 / Existing Rock , Entrance 0) ds g d / 7— / 1 L 1 / UTILITY NOTES / / / / / / / / / CONTRACTOR SHALL FIELD VERIFY LOCATIONS AND ELEVATIONS OF EXISTING UTILITIES AND TOPOGRAPHIC FEATURES PRIOR TO THE COMMENCEMENT OF SITE GRADING. THE CONTRACTOR SHALL IMMEDIATELY NOTIFY ENGINEER OF DISCREPANCIES OR VARIATIONS FROM THE PLANS. ALL EXISTING UTILITY LOCATIONS SHOWN ARE APPROXIMATE. CONTACT "GOPHER STATE ONE CALL" (651-454-0002) FOR UTILITY LOCATIONS, 48 HOURS PRIOR TO EXCAVATION. UTILITY CONSTRUCTION SHALL CONFORM TO THE CURRENT EDITION OF "STANDARD SPECIFICATIONS FOR WATER MAIN AND SERVICE LINE INSTALLATION AND SANITARY SEWER AND STORM SEWER INSTALLATION" AS PREPARED BY THE CITY ENGINEERS ASSOCIATION OF MINNESOTA AND ALL STANDARD DETAILS FOR THE CITY OF LINO LAKES. ALL SANITARY SEWER PIPE TO BE POLYVINYL CHLORIDE PIPE (P.V.C.) SDR 35 UNLESS OTHERWISE NOTED. SANITARY SEWER WYES SHALL BE 8 INCH BY 4 INCH SCHEDULE 40. SANITARY SERVICES SHALL BE 4—INCH SDR -26 P.V.C. ALL WATERMAIN PIPE TO BE DUCTILE IRON PIPE (D.I.P.) CLASS 52 UNLESS OTHERWISE NOTED. ALL WATER SERVICES SHALL BE 1—INCH, TYPE "K" COPPER. CONTRACTOR SHALL MAINTAIN AS—BUILT PLANS THROUGHOUT CONSTRUCTION AND SUBMIT THESE PLANS TO ENGINEER UPON COMPLETION OF WORK. AS—BUILT INFORMATION SHALL INCLUDE ELEVATIONS OF ALL SANITARY SERVICE ENDS. z / / / / / 4,- / 0 b pa�o�T co ary F-890 ces Ex. 8" Sanitar 1V' EX.• SMH RIM: 894.21 INV: 887.40 tea, 6 v0� -A / / / / N / / // r EX. SMH RIM: 893.53 INV: 887.01 / / Total Lot Area: 201,870 sq. ft. Total Impervious Area: 4,669 sq. ft. Impervious Surface Coverage: 2.31 % Upland Lot Area: 42,603 sq. ft. Upland Impervious Area: 0 sq. ft. Upland Impervious Coverage: 0.00% / / / Shore Impact Zone Area: 50,823 sq. ft. Grading Area Within Zone: 470 sq. ft. (0.9%) .ice / / \ co / \ ` / / / cP NOTES 1) For additional proposed home information see house plans as submitted /.' '//c)c- N cx 6), N OV,o • • • • • ► ► ► ► 1315 • \ • / >/ • / 30 0 \ / \ \ \ 53.45 n 30 60 HORIZONTAL: 1"=30' \?NF - N / / / / / / • BUILDING ELEVATIONS First Floor Garage Floor Lowest Floor Bottom of Footing Sewer Service at House 899.93 898.43 889.6 888.77 888.1 PREPARED BY: A a 42, k N 41)e en el CCO rn b — VD VD ct a CA v Ct • 513 LICENSE NO. PROFESSIONAL REGISTRATIONS 6884350000211 b!J U c� 0 L.) rz4 4417 Channel Lane NE 120 ct REV. DATE DESCRIP 0 CHECKED BY: RPA A SHEET NO. PROJECT NUMBER 05 OF SHEET TITLE: GRADING AND UTILITIES PROJECT TITLE: DRAWN BY: SCA SHEET 0 5 CHECKED BY: RPA SHEET NO. PROJECT NUMBER 05 OF 07 SHEETS 17-1042 LAST PLOTTED: 5/15/2017 10:37 AM P: \17-1042 — Houles — Lino Project\10_CAD\CADD Drawings\Guy — Lino Lakes Project.dwg 1' MAX. PROPOSED OR EXISTING ROADWAY 6' STEEL FENCE POST PAINTED BLUE DATE COVER AS SPECIFIED SIZE, LENGTH, AND TYPE OF MATERIAL FOR SERVICE LINE AS SPECIFIED 8' MIN COVER CURB BOX 8' LONG AT FULL EXTENSION 6" TAIL WITH CRIMPED END HORIZONTAL LOOP CORPORATION STOP WATER SERVICE DETAIL Nk-SUPPORT CURB BOX WITH CONC. BLOCK STANDARD DRAWING NO. DRG CITY i GEOTEXTILE WITH NET BACKING �` BACKFILL 8 M AXI MUM DESCRIP 0 - 5' METAL OR 2"x2" WOOD FENCE POST OF FLOW NI E�11 pIR 2" x 2" HARDWOOD MARKER W/SPIKE. SPIKE. 1 -6' METAL FENCE POST MARKER 06 OF 07 SHEETS PAINTED GREEN 4/-4-'4°I� _ - 3' u- II III oI- Q III- AIRTIGHT i -I =I - SWYECE SLOPE 1% MINS N SI� - j PLUG OR CAP I' AP _I - -1C71 —Ihip -111-111- I -I 11-1 11=1 11-' ' 45° BEND II GRANULAR BEDDING I MATERIAL (COMPACTED) WITHOUT RISER PL 2" x 2" HARDWOOD MARKER W/SPIKE. - 6' METAL FENCE POST MARKER PAINTED GREEN ' - ;,111,-1f I Q -- IIIII DEPTHS GREATER THAN 14' WHERE RISER APPROVED iv SLOPE 1% MIN. - -I AIRTIGHT PLUG OR BY ENGINEER. —I- CAP NI) CAP Z -1 -I • 1- II =1I1= I1-' 45' BEND I- GRANULAR MATERALBEDDING I- (COMPACTED) If SERVICE A., ;_I1=;� ..1= SERVICE WYE TO BE .���11- EMBEDDED IN CONCRETE �� MAX. 45' NOTE: SERVICE PIPE TO BE PVC, 1111r GEOTEXTILE TOOVERLA THROUGH TRENCN TRENCH. 6' MO J/ NOTE -SILT FENCE SHALL CONFORM TO MNDOT 3886, TYPE B. -FENCING SHALL BE PLACED ALONG CONTOURS OR AS DIRECTED BY ENGINEER. SILT FENCE DATE (HEAVY DUTY) =1 - SCH. 40 (ASTM D-2665). WITH RISER SOLVENT WELD ALL JOINTS. -111-111-1 I I-- SANITARY SEWER SERVICE DATE CIT r' OF STANDARD DRAWING NO. DRG Gm, �,_ CIT r'' >OF STANDARD DRAWING NO. DRG Cm, IN 0 4 KEIN 0 n KE 100 0 100 200 HORIZONTAL: 1"=100' • Notes 1) The purpose of this drawing is to show neighboring land uses. 4417 Channel Lane NE 120 ct REV. DATE DESCRIP 0 CHECKED BY: RPA 0 SHEET NO. PROJECT NUMBER 06 OF PROJECT TITLE: DRAWN BY: SCA SHEET 06 CHECKED BY: RPA SHEET NO. PROJECT NUMBER 06 OF 07 SHEETS 17-1042 LAST PLOTTED: 5/15/2017 10:37 AM OPERATOR: SCA P: \17-1042 — Houles — Lino Project\10_CAD\CADD Drawings\Guy — Lino Lakes Project.dwg 200 0 HORIZONTAL: 1"=200' • NOTES 1) All trees to remain across site with the exception of where the proposed house is to be constructed on Lot 1, Block1, proposed Houle Addition. 2) No mitigation necessary. 3) Soils shown are from US Department of Agriculture Bureau of Soils. 4) Hydrology features are shown from Anoka County Water Resources. 200 400 HYDROLOGY AND SOIL SUMMARY 9j PEAT SOILS APTAyNS PL �I I 11, --- f • 1 1 Sandy subsoil phase Miami fine sandy loam J. 1 BIRCH ST 1 34 HOIEIHERFY FD9�_ LEGEND Type 1 - Type 2 - Type 3- • Type4- • Type5- Type6- Type 7 - Type 8 - Seasonally Flooded Wet Meadows Shallow Marshes Deep Marshes Open Water Wetlands Shrub Swamps Wooded Swamps Bogs U c� O L.) rz4 4417 Channel Lane NE 120 W REV. DATE DESCRIP A CHECKED BY: RPA A SHEET NO. PROJECT NUMBER 07 OF PROJECT TITLE: DRAWN BY: SCA SHEET 07 CHECKED BY: RPA SHEET NO. PROJECT NUMBER 07 OF 07 SHEETS 17-1042 LAST PLOTTED: 5/15/2017 10:37 AM City of Lino Lakes Lino Lakes 600 Town Center Houle First Addition Soils 0 37.5 75 150 225 300 Feet %%V% S•Cammnly O.MmmntAel.QAnnl3 C••• 44444 XOmn CaWnmfllefvla SOl.ml au. 3,15x0 +t City of Lino Lakes Moderately High Vulnerability Lino Lakes 600 Town Center Houle First Addition DWSMA Vulnerability 0 140 280 560 840 1.120 Feet #fl S'Cann6n.y 0.Ni¢m nrAas.YAnnag Cn./faS. Menen CnWaumlYlnyla SOl.ml Otte. 3,15x0 +r