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960 960 960 960 <br /> 955 \'\ 955 955 �} 955 <br /> \ \ <br /> \ 1 <br /> 1 1 <br /> 950 1 950 950 \\ 950 <br /> \ 1 <br /> 1 \ <br /> PLANT TREES AND SHRUBS AND 1 PLANT TREES AND SHRUBS AND <br /> 945 11 SEED AND MULCH, SEE SHEET 945 945 } SEED AND MULCH, SEE SHEET 945 <br /> 1 C-04 1\ C-04 <br /> 1 EXISTING GRADE \ <br /> \ INSTALL COMPOST EROSION LOG, INSTALL COMPOST EROSION LOG, <br /> \ PLACE UVE STAKES, \ PLACE UVE STAKES, <br /> 940 11 SEE 940 940 \ SEE 940 <br /> \\1e6" TOPSOIL -20 e \ <br /> 1 D 0 <br /> EXISTING GRADE \ COMMON FILL 1 <br /> 935 - � \ AT SLOPE 10:1 <br /> 935 935 6"TOPSOIL \} 935 <br /> COMMON FILL AT - <br /> S 700 YR - 937.5' 0 10:1 SLOPE ........ �;- 100 YR = 931_5''. V <br /> �` O.H.W. = 929.4' - - <br /> 930 I.. •.. Q 930 930 Q 930 <br /> GRANULAR FILL - _ GRANULAR FILL -" J - <br /> 41) _O.H.W. = 929.4' - <br /> IS RIPRAP TOE PROTECTION, ,'•- -------- <br /> RIPRAP TOE PROTECTION, ------- <br /> ~--__-- SEE '~ `� 7- <br /> 925 SEE 925 925 a 925 <br /> -D <br /> 0+10 0+20 0+30 0+40 0144-5ID <br /> 0+10 0+20 0+30 0+40 MOM <br /> 2 PLAN: SOUTH SHORE o 5 10 <br /> 1 SECTION: SOUTH SHORE O 5 10 c-01 111.WV I ' itl SCALE IN FEET I <br /> C-01 1H:1V I i I I I <br /> SCALE IN FEET <br /> NOTE: <br /> 960 960 <br /> 1. THE LOCATION UMITS OF ALL WORK <br /> ELEMENTS WILL BE COORDINATED WITH THE <br /> CONTRACTOR. <br /> 2. ALL FILL, TOPSOIL. AND COMPOST MUST BE <br /> 955 WEED FREE. <br /> I 3. SEED AND MULCH ALL TOPSOIL AFTER <br /> ',9, <br /> I PLANTING ARE COMPLETE. <br /> O 950 950 <br /> r <br /> n p <br /> p PLANT TREES AND SHRUBS AND <br /> $ 945 SEED AND MULCH, SEE SHEET 945 <br /> g C-04 <br /> INSTALL FACINES AND COMPOST EROSION <br /> • - EXISTING GRADE SEE <br /> • -' 940 LOG, PLACE LIVE STAKES, <br /> 940 <br /> a 10 9 <br /> 0 <br /> 1 o <br /> o 1 6" TOPSOIL <br /> cit E 935 935 <br /> p j COMMON FILL <br /> o AT 10:1100 YR = 931.5'' V <br /> r 71 SLOPE b•! _ <br /> n <br /> g 930 <br /> V. 930 <br /> Ii- GRANULAR FILL O.H.W. = 929.4' <br /> ,s RIPRAP TOE PROTECTION. ----------- <br /> SEE <br /> • i 925 <br /> w s 925 <br /> 8 <br /> 1> <br /> ;':1-- <br /> 0+10 0+20 0+30 0+40 0+50 <br /> 1 3 PLAN: SOUTH SHORE o 5 10 <br /> 1 -= C-0t IH:1V SCALE IN FEET <br /> - <br /> - I HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION,CLIENT •/12ne - - P gecc oir - As SHOWN BIG ISLAND SHORLINE STABILIZATION BARR PROJECT No. <br /> o 8 <br /> OR DIRECT <br /> WAS PREPARED T NE AN UNDER NT 810 Dote <br /> O7RER SIWERVISON AND THAT I AN A OW BARR ENGINEERING CO. 2/12/2016 23271464.00 <br /> 110ENSm PROFESSIONAL ENGINEER UNDER THE CONSTRUCTION BARR ETPOINOWETE OE oro., CWB BIG ISLAND INC. ORONO, MINNESOTA CLIENT PROJECT No. <br /> F5 3 LAWS OF 11 E STATE OF MINNESOTA. LiteSu43200 — <br /> proHANE JEY5. <br /> Woss �� MINNEAPOLIS, MN 55435 0 eC, - JDW ORONO, MINNESOTA PROPOSED CONDITIONS DWG. No. REV. No. <br /> o scrumU - ' RELEASED A B C 0 1 2 3 u e�isopoi,. 411,ratt4 Fax:1(9512)83 2-2 01 Oeaigned BARB <br /> - IS NO. BY CHK.APP. DATE REVISION DESCRIPTION as. rw <br /> tE - ucsE/ a8o�1 TO/FOR DATE RELEASED Ph: 1-ROD-sae-2277 e.Ham.aom A�'a"ed SECTION VIEWS C-02 A <br />