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PRELIMINARY GRADING, DRAINAGE AND EROSION CONTROL PLAN OF: <br />BALD EAGLE ADDITION <br />PROPERTY OWNER/DEVELOPER <br />BALD EAGLE BUILDERS <br />P.O. BOX 337 <br />H U G O, MN 55038 <br />PROPERTY DESCRIPTION <br />(PER WARRANTY DEED, DOCUMENT NO. 2266040.001) <br />The north 283 feet of the west 283 feet of Lot 24, AUDITOR'S SUBDIVISION NO. 151, <br />EXCEPT the east 120 feet thereof, Anoka County, Minnesota. <br />NOTES. <br />Field survey was completed by E.G. Rud and Sons, Inc. on 7/1/2020. <br />Bearings shown are on Anoka County datum. <br />Parcel ID Number: 19-31-22-12-0002. <br />Surveyed premises shown on this survey map is in Flood Zone X (Areas determined to be <br />outside the 0.2% annual chance floodplairl according to Flood Insurance Rate Map <br />Community No. 270015 Panel No. 0345 Suffix E by the Federal Emergency Management <br />Agency, effective date December 16, 2015. <br />- Curb shots are taken at the top and back of curb. <br />- This survey was prepared without the benefit of title work. Additional easements, <br />restrictions and/or encumbrances may exist other than those shown hereon. Survey <br />subject to revision upon receipt of a current title commitment or an attorney's title <br />opinion. w <br />M <br />DIRECTION OF RUNOFF <br />1 . <br />EXTEND WIRE MESH <br />INTO TRENCH <br />SUPPORT POST <br />ANCHORAGE IN -SITU SOIL <br />SILT FENCE <br />SITE ADDRESS <br />202 ELM STREET <br />LINO LAKES, MN 55014 <br />� J�FP PO <br />NPR J��,ZG�O <br />/P <br />1-1/2" - 3" <br />CLEAN WASHED ROCK <br />ROCK CONSTRUCTION <br />ENTRANCE <br />N.T.S. <br />LEGEND. <br />• <br />DENOTES IRON MONUMENT FOUND AS LABELED <br />O <br />DENOTES IRON MONUMENT SET, MARKED RLS# 41578 <br />DENOTES ANOKA COUNTY CAST IRON MONUMENT <br />AC <br />DENOTES AIR CONDITIONING UNIT <br />❑E <br />DENOTES ELECTRICAL METER <br />© <br />DENOTES GAS METER <br />❑T <br />DENOTES TELEPHONE PEDESTAL <br />❑F <br />DENOTES FIBER OPTIC BOX <br />O5 <br />DENOTES SANITARY SEWER MANHOLE <br />❑ <br />DENOTES CATCH BASIN <br />`O-) <br />DENOTES POWER POLE AND OVERHEAD WIRES <br />-x X <br />DENOTES FENCE <br />X 952.36 <br />DENOTES EXISTING SPOT ELEVATION <br />::...........::......::::::::: <br />DENOTES EXISTING CONTOURS <br />�.� <br />DENOTES TREE LINE <br />DENOTES BITUMINOUS SURFACE <br />DENOTES CONCRETE SURFACE <br />s <br />DENOTES PROPOSED SILT FENCE <br />TREE DETAIL, <br />DENOTES ELEVATION <br />--- DENOTES TREE QUANTITY <br />------------ DENOTES TREE SIZE IN INCHES <br />DENOTES TREE TYPE <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 a <br />duly Registered Land Surveyor under <br />the laws of the State of Minnesota. <br />IASO E. R <br />Date: 11/3/2020 License No. 41578 <br />EST. I'll Professional Land Surveyors <br />www.egrud.com 6776 Lake Drive NE, Suite 110 <br />Lino Lakes, MN 55014 <br />Tel. (651) 361-8200 Fax (651) 361-8701 <br />N.T.S. <br />2" X 2" WOOD OR STEEL POST <br />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 - OVERLAP <br />6" AND FASTEN AT 2' INTERVALS. LAY <br />FABRIC IN TRENCH. <br />FABRIC ANCHORAGE TRENCH. <br />BACKFILL TRENCH WITH TAMPED <br />NATURAL SOIL. <br />F <br />Z <br />w <br />CID <br />N Z � <br />�w <br />Ln <br />0 <br />6" <br />MIN. NOTES: <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 />EROSION CONTROL / <br />REVEGETATION SPECS. <br />1. PRIOR TO ROUGH GRADING, INSTALL SILT STOP <br />FENCE IN LOCATIONS SHOWN. ADDITIONAL SILT <br />STOP FENCE WILL BE REQUIRED WHERE LOCAL <br />CONDITIONS REQUIRE. INSTALL TREE PROTECTION <br />AS DEEMED NECESSARY BY THE CITY FORESTER <br />PRIOR TO ANY GRADING. <br />2. ANY GRADING SHALL PROCEED ON AN AREA BY <br />AREA BASIS TO MINIMIZE UNCOMPLETED AREAS. <br />3. AS EACH AREA OUTSIDE THE STREET IS <br />GRADED, PROVIDE NATIVE TOPSOIL, SEED, AND <br />MULCH ANCHORED WITH A STRAIGHT SET DISC <br />WITHIN 14 DAYS AFTER ROUGH GRADING. <br />4. MAINTAIN AND REPAIR SILT STOP FENCES <br />(INCLUDING REMOVAL OF ACCUMULATED SILT) <br />UNTIL VEGETATION IS ESTABLISHED. <br />AREAS: <br />Total existing parcel area = 46,132 sq. ft. <br />Proposed Lot 1 <br />Total area = 27,713 sq. ft. <br />Impervious surface area = 4,405 sq. ft. (15.9%) <br />Proposed Lot 2 <br />Total area = 13,040 sq. ft. <br />impervious surface area = 3,905 sq. ft. (29.9%) <br />Elm Street <br />Total area = 5,379 sq. ft. <br />I <br />I <br />I <br />I <br />M <br />M <br />I <br />I <br />I <br />I <br />I <br />ZONED I <br />I <br />I <br />I <br />I <br />I <br />M <br />I <br />I <br />I <br />yI <br />1 - <br />I <br />I I I I <br />I I M I <br />I M <br />905.3 M <br />CBF M M <br />906.1 - ° _ 905.7 906.0 905Iff M <br />5.8 905.8 )•......... 906.o OH OHU 906.1 OHU OHU OHU - 9os.70HU....�-OHkT <br />I OHU `IOHU 905.7 e f .... <br />I 905.5 I Al 905.7 1906.0 <br />906.3 906.5 <br />905.4 <br />905.3 I °� o 905.6 <br />I I 906.7 905.7 � - 906.2 <br />906. <br />905.3 = 906.2 <br />9 163.0 d. ° - FNDIP-25344 <br />al ° 3a.. (0.6 WEST) <br />x 906.3 x 906.4 x 906,1 / x905.7 <br />- - - - - - <br />9os� <br />x 905.7 <br />I CBF 9 905.4 � - - - x 905.6 I - _ <br />906 I, n <br />a ....f. <br />905.9 I <br />I I MAP16" - I06.1 <br />906.1 <br />I, ° a n a <br />n I I r\ I -I- r\ 1 906.1 A <br />MAP16" <br />L/ I I 1 906.4 <br />x906.1 <br />a� <br />,.x 906.0 - 906.4 <br />906.6 <br />OS906.2 <br />MHSA I x905.8 906.7 O <br />I . _ I x 906.3 I �� <br />906....................................... <br />906.2 I <br />x 906.8 <br />----------------- 80 -----x906------- x.. 906.9 <br />I- I . <br />907.3 Sj 9p7 ......... <br />1 0 90;1,5 - 6.0:. <br />90) S <br />I o�'I 90j,6 <br />907.°J 9p3 1 '• � qp6 6 N w <br />8 �, ' '90) x E1FE rn ti <br />- - - - - - - 72.8- - - - - - - - - - - - - - 1 .9 -y 9o7s o 0 i No w <br />W 9O x 906.3 <br />N ---� <br />o 906.1 EXISTING/ <br />MAP18.' .� O HOUSE <br />7 R2 AC -CHIMNEY GARAGE FLOOR <br />907.2 = 907.8 O <br />I I ' 906.2 EXISTING HOUSE 906.5 <br />905.7 <br />FND ( <br />NORTH LINE OF LOT 24, <br />AUDITOR'S SUBDIVISION NO. 151 <br />N88053'00 "E 163.01 <br />905.9 <br />GRADING, EROSION & EROSION CONTROL PLAN <br />UTILITY PLAN <br />PLOWE <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 />1 HEREBY CERTIFY THAT THIS PLAN WAS PREPARED <br />BY ME OR UNDER MY DIRECT SUPERVISION AND THAT <br />I AM A DULY LICENSED PROFESSIONAL ENGINEER <br />UNDER THE LAWS OF THE STATE OF MINNESOTA. <br />ADAM G KEL <br />DATE: 09.24.2020 LIC. NO. 43963 <br />/ PINE14 x906.7 <br />/ 906.8 <br />908.5 .907.6 <br />EARBOR I �O'L <br />907.4 <br />2 2 15.21 x <br />w 907.5 A 907.4 907.4 907.4' <br />907.4 90J.6 PIN No. 19-31-22-12-0003 <br />/ 9oe•s o © �adressShannon <br />210 Elm Street <br />x 906.9 I x 906.2 I <br />- O L-n e ZONED R-1 <br />907.3 4 907.4 <br />906.� z x 906.5 x 906.7 <br />/-\ V ��� r�vz I 907•••" <br />\ I 1 O I <br />LV 906.3 <br />_ I O U) 906.7 i x 906.5 <br />w H T PINE12" 907.0 <br />ASH2 i x907.0 WAL8 <br />I I M <br />907.1 9�j co LL D I I I r\ r I \ I N <br />/ _ \ EARBOR I O x906.8 "T p�N EB �•r'. I 907.0 W ll1 <br />-� I9o-7:0.. x �Oz <br />O <br />907.1 <br />.�_ 07.1 7. W Z <br />L -1 907.4 �� W Q.ASH 10" ASH12" <br />MAPL'4' U) O WAL24" I O <br />Q I -- O> <br />'' - - - - - - - - - <br />L�-----�--- I Wm <br />LL <br />LL <br />907 L 906.9 0 <br />907.1 <br />ZONED R-1 L - J ARBOR 907.0 : 907.2 N8 3'00"E 163.01 N C( <br />CC - -S- - - SS - - - S 06.9 � � <br />v - S S S S S -- S- - �906.6 � W � <br />L L _ - <br />9 0 5.9 r 4- - - - - - - - - 9 0 7.4 <br />906.7 U-1 <br />IASH ASH6" <br />908.0 I LL N <br />x 906.6 I O <br />Lu O <br />O x 906.5 Z J <br />L 1 J J LL <br />° <br />- - 906.0 I 907.0 �..". W W <br />r _405.9 '11�T LU <br />ASH12" M I LL <br />LU W \D 906.7 <br />i/ mil\ O I CL CD ASH 14' <br />�07:1 x 906.8 LU W CD I \ <br />\ _ / 906.8 0 <br />ARBOR��" <br />\}_ I O 907.0 j 0II C 906.O CO O 5 <br />CASH10" O 906.4 G ASH6" <br />1906.7O Q . <br />CD x <br />' ROCK CONSTRUCTIONIb (wn LL w -1i 00 °i I <br />' ENTRANCE REQUIRED a Ui 0 rn <br />-- I OUZO <br />/ PROPOSED a r 906.4 I \ <br />- - MAP12" <br />P\ CURB CUT ____ I DRIVEWAY <br />- - \ REQUIRED 906.9 <br />/ MAP14" uj•, 6.5% <br />\------------------ 80- - - - - - - - - -------- <br />906. �� x 1�,.. 906.3 90% <br />/ 9oz1 SOUTH LINE OF THE NORTH 283 FEET OF LOT <br />906.8 7t0 <br />............. ............ 907-7 908.0 906.2 24, <br />(n <br />- ,' AUDITOR'S SUBDLA IVISION NO. 151 - J 907.5 <br />U) ' L _ I _ L�N� \ ---/S ---5 ---5 -- 5--- S <br />_ __NDIfTki. o-F <br />905.9 S 5 - i <br />S -- �7��7� ---- <br />907.8 0 907.8 906. <br />p 907.0 <br />❑F T 90,.8 x I N 907.8 N880 3'00"E 163.01 u1 906.8 <br />905.7 �, ) � 907.9 � .9A8.0•.906.7. <br />907.8x ZONED R-1 EXISTING <br />� 907.5 / � SHED <br />_ 1 906.7 <br />BLOCK / EXISTING <br />LANDSCALE - HOUSE <br />EDGING I I I n n r- r� i \\ r� I /\ r- I n I/ r- n rrI -I- I /\ n 1 <br />\ / L _ I I L _ I \ / I \ I / L _ L _ / \ I \ L _ / \ L / L / I I 1 \ / 1 V <br />PIN No. 19-31-22-12-0049 <br />Owner: Ryan Harris & Deanna Curtis PIN No. 19-31-22-12-0051 <br />Address: 7158 2nd Ave. Owner: Lynette 3 Patzoldt Trustee <br />Address: 7157 Rice Lake Dr. <br />I <br />NORTH <br />GRAPHIC SCALE <br />20 0 10 20 40 <br />1 INCH e 20 FEET <br />BENCHMARK, <br />MNDOT STATION: OTTER MNDT RESET <br />ELEVATION: 941.08 (NAVD 88) <br />DRAWN BY: BAB <br />JOB NO: 200664PP <br />DATE: 8/24/2020 <br />CHECK BY: JER <br />FIELD CREW: BH/SO <br />1 <br />9/24/20 <br />CITY COMMENTS <br />BAB <br />2 <br />11/3/20 <br />ADD IMPERVIOUS FOR LOT 2 <br />BAB <br />3 <br />NO. <br />DATE <br />DESCRIPTION <br />BY <br />C:\USERS\BBYER.EGRUD\DESKTOP\REMOTE JOBS\200664 BALD EAGLE\200664-GRADE.DWG SHEET 3 OF 5 20.0664PP <br />