PRELIMINARY GRADING, DRAINAGE AND EROSION CONTROL PLAN OF:
<br />POENLING ADDITION
<br />PROPERTY OWNER
<br />JEROME AND MONA POEHLING
<br />6790 W. SHADOW LAKE DRIVE
<br />LINO LAKES, MN 55014
<br />PROPERTY DESCRIPTION:
<br />Lot 1, Block 1, RESHANAU SHORES, Anoka County, Minnesota.
<br />NOTES:
<br />- Field survey was completed by E.G. Rud and Sons, Inc. on 11/7/2018
<br />- Bearings shown are on Anoka County datum.
<br />- This survey was prepared without the benefit of title work. Additional
<br />easements, restrictions and/or encumbrances may exist other than those
<br />shown hereon. Survey subject to revision upon receipt of a current title
<br />commitment or an attorney's title opinion.
<br />- Parcel ID No: 29-31-22-11-0002.
<br />Parcel area = 35,074 sq. ft. to shoreline (34,023 above OHWL).
<br />- Surveyed premises shown on this survey map is in Flood Zone X (Areas
<br />determined to be outside the 0.2% annual chance floodplain.) and Flood Zone
<br />AE (base flood elevation 887) according to Flood Insurance Rate Map
<br />Community No. 270015 Panel No. 0365 Suffix E by the Federal Emergency
<br />Management Agency, effective date December 16, 2015.
<br />- FLOODPLAIN FILL = 150± cu. yd. (below 887.0)
<br />- COMPENSATORY STORAGE = 172± cu. yd. (between 883.8-887.0)
<br />LEGEND
<br />•
<br />DENOTES
<br />IRON MONUMENT FOUND AS LABELED
<br />_Q�
<br />DENOTES
<br />ANOKA COUNTY CAST IRON MONUMENT
<br />©
<br />DENOTES
<br />CABLE PEDESTAL
<br />X 952.36
<br />DENOTES
<br />EXISTING SPOT ELEVATION
<br />DENOTES
<br />GUY WIRE
<br />oHw----c:D,
<br />DENOTES
<br />POWER POLE AND OVERHEAD WIRES
<br />0
<br />DENOTES
<br />WELL
<br />DENOTES
<br />RETAINING WALL
<br />....... ••.:::.:::.::.••.
<br />DENOTES
<br />EXISTING CONTOURS
<br />-'
<br />DENOTES
<br />BITUMINOUS SURFACE
<br />I
<br />DENOTES
<br />CONCRETE SURFACE
<br />wET
<br />DENOTES
<br />DELINEATED WETLAND BY JACOBSON
<br />ENVIRONMENTAL, PLLC IN NOVEMBER 2018.
<br />-----BLDSB
<br />DENOTES
<br />MINIMUM BUILDING SETBACK
<br />DENOTES
<br />PROPOSED CONTOURS
<br />DENOTES
<br />SILT FENCE
<br />DENOTES
<br />BIO ROLL TO BE INSTALLED
<br />INSIDE SILT FENCE ADJACENT TO WETLAND
<br />TREE DETAIL
<br />DENOTES ELEVATION
<br />�..-'---------DENOTES TREE QUANTITY
<br />-°----------- DENOTES TREE SIZE IN INCHES
<br />------DENOTES TREE TYPE
<br />------- DENOTES TREE TO BE REMOVED
<br />I hereby certify that this survey, plan
<br />or report was prepared by me or under
<br />my direct supervision and that I am
<br />a duly Registered Land Surveyor under
<br />the laws of the State of Minnesota.
<br />JA�EUD
<br />Date: 5/29/2020 License No. 41578
<br />G�
<br />SURF P p0
<br />/Qv
<br />1-1/2" - S' J
<br />CLEAN WASHED ROCK
<br />ROCK CONSTRUCTION
<br />ENTRANCE
<br />N.T.S
<br />DIRECTION OFF
<br />EXTEND WIRE MESH
<br />INTO TRENCH
<br />SUPPORT POST
<br />ANCHORAGE IN -SITU SOIL
<br />SILT FENCE
<br />N.T.S.
<br />ZONINR-
<br />This property is currently zoned R-1 X (Single Family Executive) and is in
<br />a Shoreland Management Overlay District per City of Lino Lakes Planning
<br />Department. Lot standards are as follows:
<br />Minimum lot size = 20,000 sq. ft.
<br />Minimum lot width (interior) = 90 ft.
<br />Minimum lot depth = 135 ft.
<br />Principal Structure Setbacks:
<br />Front = 30 ft.
<br />Side = 10 ft.
<br />OHWL = 75 ft.
<br />Maximum impervious surface coverage = 30%
<br />AREAS_
<br />Total existing parcel area = 35,074 sq. ft.
<br />Existing parcel area above OHWL = 34,023 sq. ft.
<br />Existing upland area = 32,012 sq. ft.
<br />Proposed Lot 1
<br />Total area = 17,823 sq. ft.
<br />Area above OHWL = 17,586 sq. ft.
<br />Upland area = 17,300 sq. ft.
<br />Proposed Lot 2
<br />Total area = 17,251 sq. ft.
<br />Area above OHWL = 16,437 sq. ft.
<br />Upland area = 14,712 sq. ft.
<br />2" X 2" WOOD OR STEEL
<br />POST 7'-7" O.C.
<br />WIRE MESH REINFORCEMENT, STD.
<br />FIELD FENCE. MIN. 30" HIGH, MAX.
<br />MESH SPACING OF 6" AND MIN.
<br />14-1/2" GAUGE WIRE IS OPTIONAL.
<br />GEOTEXTILE FILTER FABRIC -
<br />OVERLAP 6" AND FASTEN AT 2'
<br />INTERVALS. LAY FABRIC IN TRENCH.
<br />FABRIC ANCHORAGE TRENCH. I
<br />BACKFILL TRENCH WITH TAMPED
<br />NATURAL SOIL.
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<br />6.. SIN. NOTES: I
<br />1) WIRE MESH IS NOT REQUIRED. /
<br />2) CONTRACTOR IS RESPONSIBLE FOR
<br />REMOVAL OF ALL EROSION CONTROL
<br />MATERIALS FOLLOWING TURF /
<br />ESTABLISHMENT.
<br />ZONED R-1X /
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<br />NS, GRAPHIC SCALE
<br />EST.,9n Professional Land Surveyors o 0 20 40 80
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<br />WWW.egrud.c, , 6776 Lake Drive NE, Suite 110
<br />Lino Lakes, MN 55014 1 INCH = 20 FEET /
<br />Tel. (651) 361-8200 Fax (651) 361-8701
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<br />PIN ^No. 29-31-22^11-OOC
<br />/ 885.9
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<br />PIN No. 20-31-22-44-0008
<br />Owner: James and Sheryl Stern
<br />Address: 6820 W Shadow Lake Dr
<br />...........
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<br />L / L J 1 I 1 \ / 1 v 1 v \ / . / WITNESS CORNER
<br />N _-__NORTH LINE OF THE NE 1/4
<br />OF SEC. 29, T.31, R.23
<br />ZONED R-1x ............... I "" ...(FOUND ANOKA CO. CIM)
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<br />x 885.8 I 1
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<br />EDGE OF FLOOD ZONE "AE' 1
<br />BASE FLOOD ELEVATION = 887 i ass.T ' 1,•. 7VR U!?d 7In r, "W i
<br />884.7 '
<br />l7 � II
<br />g1 01 �, / 882.93
<br />I �. //EWATER
<br />883.80 1 ,( /882.93
<br />OHW EWATER
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<br />�W 885.48 0x EWATER
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<br />884.00
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<br />883'8 /88L93
<br />EWATER
<br />884.07
<br />COTTON10
<br />885.30
<br />COTTONIO v
<br />885.17
<br />/ COTTON12
<br />COTTO `
<br />OTTONI8885.40
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<br />COTTO
<br />COTTON22
<br />88568
<br />COTTON12
<br />COTTO
<br />COTTONI4-3 \
<br />884.07
<br />COTTONI2
<br />883.82 'J
<br />COTTON12
<br />PONDING CALCULATIONS DESIGN BY
<br />PLOWE ENGINEERING, INC.
<br />PLOWE
<br />ENGINEERING, INC.
<br />6776 LAKE DRIVE
<br />SUITE 110
<br />LINO LAKES, MN 55014
<br />SITE PLANNING PHONE: (651) 361-8210
<br />& ENGINEERING FAX: (651) 361-8701
<br />I HEREBY CERTIFY THAT THIS PLAN WAS
<br />PREPARED BY ME OR UNDER MY DIRECT
<br />SUPERVISION AND THAT I AM A DULY
<br />LICENSED PROFESSIONAL ENGINEER UNDER
<br />THE LAWS /OAF\T\HE STATE OF MINNESOTA.
<br />• Vim'
<br />��4 -
<br />ALI Q. ABUGH LEH
<br />DATE: 05.29.2020 LIC. NO. 56223
<br />COTTON,S
<br />2
<br />/ 883.55
<br />ASH6
<br />EROSION CONTROL /
<br />882.91
<br />EWATER
<br />�vM
<br />884.11
<br />REVEGETATION SPECS.
<br />.50 COTTON24
<br />x ET
<br />/
<br />1. PRIOR TO ROUGH GRADING, INSTALL SILT STOP FENCE
<br />/
<br />IN LOCATIONS SHOWN. ADDITIONAL SILT STOP FENCE
<br />�883.55
<br />ASH13
<br />WILL BE REQUIRED WHERE LOCAL CONDITIONS REQUIRE.
<br />88289 883.31
<br />INSTALL TREE PROTECTION AS DEEMED NECESSARY
<br />EWATER WILLOWI8
<br />BY THE CITY FORESTER PRIOR TO ANY GRADING.
<br />883.39
<br />COTTON12
<br />2. ANY GRADING SHALL PROCEED ON AN AREA BY AREA
<br />-883.04
<br />BASIS TO MINIMIZE UNCOMPLETED AREAS.
<br />COTTON16
<br />�883.58
<br />3. AS EACH AREA OUTSIDE THE STREET IS GRADED, PROVIDE
<br />COTTON14
<br />NATIVE TOPSOIL, SEED, AND MULCH ANCHORED WITH A
<br />STRAIGHT SET DISC WITHIN SEVEN DAYS AFTER ROUGH GRADING.
<br />4. MAINTAIN AND REPAIR SILT STOP FENCES (INCLUDING
<br />REMOVAL OF ACCUMULATED SILT) UNTIL VEGETATION IS ESTABLISHED.
<br />BENCHMARK
<br />MNDOT STATION: OTTER MNDT RESET
<br />ELEVATION: 888.77 (NAVD 88)
<br />DRAWN BY: BAB
<br />JOB NO: 18804PP
<br />DATE: 11/28/18
<br />CHECK BY: JER
<br />SCANNED ❑
<br />1
<br />7/2/19
<br />CITY COMMENTS
<br />BAB
<br />2
<br />5/29/20
<br />CITY COMMENTS
<br />VIVID
<br />3
<br />NO.
<br />DATE
<br />DESCRIPTION
<br />BY
<br />SHEET 3
<br />
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