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<br />894
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<br />I 1 10 n vv A�czi�1� 894.3 � T I I - - - _ _ _ _ _ I - -- �-
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<br />894.8 I 1 1 1, T 1 1 I 1
<br />894.8 894.8 898.5 _ _
<br />I / I LOWIFL=892.3 � 0 /�`�-� \ 89715 897.5 897.5
<br />� I o 898.0 s97.o �//r � J896.5 �- ____ 897.0 `� 1 LOW F� .1 LOW FLO--890.1 LOWO--890.1 LC
<br />LOW FL=892.3 LOW FL=892.3 LOW FL=891.1 ' _�'
<br />LOW PEN=895.5 LOW FL=890� - LOW FL-,889.6
<br />pc / 0* LOW OPEN=895. LOW OPEN=895,5 m --- \
<br />LO* LO*,- FB 4k I I ,' 897.5 `I FB` Fg W g N
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<br />� � ,F� �i 897.0 ___- L" \
<br />1v I i I m.� X I �� g5 95 898.3 GAR DROP 2 CRS W DROP 2 CRS // X
<br />GAR 898.3 898.3 GAR GA 898.5 / 0 FL-88�.6 IW \
<br />V I \ I �� n / / t 0 898.0 �B ---
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<br />' / 10-FT WIDE SODDED -- -----FOR- NEW STORM SEWER INLETS �` - - - - -- ----- - - I �9
<br />` - OVERFLOW WITHIN 24 HOURS OF STRUCTURE
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<br />60 �--' E�EV 890.3 INSTALLATION (TYP - SEE DgAIL v� ------------------ _ -___-- 1 v �� y 1 ---
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<br />oCTI SURFACE DRAINAGE
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<br />n o vV -' �� vc9d, v\ "P BERM $90.0
<br />1 � rr� I � I � IIv ,,' /I � - - - - - - - - ELEVATION 10-FT PAST -BACK OF PAD
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<br />r= 1 I �9 GRADING, DRAINAGE & EROSION CO BOL NOTES
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<br />Know what's below.
<br />Call before you dig.
<br />POND HWL
<br />POND NWL
<br />BOTTOM
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<br />10:1 SAFETY
<br />BENCH
<br />TYPICAL POND DETAIL
<br />WATER TABLE
<br />MEASUREMENTS
<br />2-29-16
<br />BORING
<br />ELEV
<br />SB
<br />1
<br />884.3
<br />SB
<br />2
<br />883.1
<br />SB
<br />3
<br />885.9
<br />SB
<br />4
<br />886.3
<br />SB
<br />5
<br />884.3
<br />SB
<br />6
<br />882.5
<br />SB
<br />7
<br />884.7
<br />SB
<br />8
<br />884.4
<br />SB
<br />9
<br />882.9
<br />SB
<br />10
<br />882.3
<br />SB
<br />11
<br />882.6
<br />SB
<br />12
<br />--
<br />SB
<br />13
<br />885.0
<br />SB
<br />14
<br />NO BORING
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<br />15
<br />--
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<br />16
<br />883.8
<br />898.2 GAR
<br />DROP CRS
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<br />GAR 898.2
<br />DROP/1 C7S
<br />W.O. *
<br />891.0
<br />894.E PROPERTY, LINE -----
<br />LOW FLOOR ELEVATION I I /' / 1) PRIOR TO ANY GRADING OPERAT1 NS, THE CONTRACTOR SHALL INSTALL
<br />LOW OPENING ELEVATION LOW FL=892.1 1 / ' ROCK CONSTRUCTION ENTRANCE (LOCATIONS TO BE DE INED - COORDINATE
<br />LOW OPEN=895.3 I WITH OWNER) AND' PERIMETER SILT FENCE AS SHOWN ONAN. ADDITIONAL
<br />RECOMMENDED HOUSE TYPE LO* SUGGESTED SILT FENCE MAY E NECESSARY IF LOCAL CONDITIONS REQUIRE.
<br />I,
<br />WO = WALK -OUT
<br />LO = LOOK -OUT
<br />FB = FULL BASEMENT
<br />(* INDICATES DROPPED GARAGE)
<br />FINISHED GROUND ELEVATION
<br />(GARAGE FLOOR 0.3-FT ABOVE
<br />FINISHED GROUND ELEVATION)
<br />DROP 1 CRS
<br />1
<br />GARAGE LOCATION
<br />2) CONTACT MARTY ASLESON, CITY ENVIRONMENTAL COORDINATOR, FOR
<br />898.8 GAR
<br />INSPECTION OF ALL EROSION CONTROL MEASURES PRIOR TO ANY GRADING.
<br />APPROX.
<br />I
<br />DRIVEWAY GRADE
<br />3) THE CONTRACTOR SHALL PERFORM SITE GRADING ON AN AREA -BY -AREA
<br />C0�
<br />BASIS TO MINIMIZE UNSTABILIZED AREAS. AS EACH AREA IS COMPLETED, ALL
<br />�D
<br />I
<br />EXPOSED SOILS MUST HAVE TEMPORARY EROSION CONTROL PROTECTION OR
<br />L - - - - -
<br />J
<br />PERMANENT COVER WITHIN SEVEN (7) DAYS.
<br />4) SEE SHEET C4.1 AND C4.2, STORM WATER POLLUTION PREVENTION PLAN
<br />(SWPPP) FOR ADDITIONAL EROSION CONTROL NOTES AND SITE SEQUENCING.
<br />5) EXISTING WELL AND SEPTIC SYSTEM TO BE FIELD LOCATED. WELL TO BE
<br />- _
<br />ABANDONED PER ALL LOCAL AND STATE REQUIREMENTS. SEPTIC SYSTEM TO BE
<br />STREET
<br />REMOVED PER ALL LOCAL AND STATE REQUIREMENTS.
<br />6) CONTRACTOR TO CONTACT JORGE BERNAL (763-862-4224) AT ANOKA
<br />COUNTY HIGHWAY DEPARTMENT FOR PERMIT PRIOR TO ANY WORK IN COUNTY
<br />RIGHT-OF-WAY
<br />TYPICAL LOT LAYOUT
<br />DRAWN BY: DESIGN BY:
<br />A.G. A.G.
<br />CHCKD BY: PROJ. NO.
<br />C.W.P. 16-1596
<br />ORIGINAL DATE:
<br />MAY 10, 2016
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<br />PREPARED FOR:
<br />JAMIE JANSEN
<br />SITE PLANNING
<br />& ENGINEERING
<br />PLOWE
<br />ENGINEERING, INC.
<br />6776 LAKE DRIVE
<br />SUITE 110
<br />LINO LAKES, MN 55014
<br />PHONE: (651) 361-8210
<br />FAX: (651) 361-8701
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<br />1 �
<br />0 25 50
<br />1 INCH = 50 FEET
<br />I CR 17 1 PPI) r, I
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