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SURFACE DRAINAGE
<br />DRAWN BY:
<br />A.G.
<br />DESIGN BY:
<br />A.G.
<br />CHCKD BY:
<br />C.W.P.
<br />PROJ. NO.
<br />16-1596
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<br />-1 DRAINAGE - / t I� 1- & UTILITY I
<br /><, , f O °°. L I .Zl� I I I I , ` ` EASEMENT
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<br />----- - - 000.
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<br />On_ o bo. ------
<br />0
<br />° °
<br />° ° I..: `., .:� i I i LOW FLOOR ELEVATION
<br />LOW OPENING ELEVATION LOW FL=892.1
<br />�� ; ; = - - - I I i. ; ;I :• ; �.'' ` ,g36----- LOW OPEN=895.3
<br />----
<br />I------ - I I ; RECOMMENDED HOUSE TYPE LOB
<br />WO = WALK -OUT
<br />----- - ,-- D'.; 1.y;m - I DROP 1 CRS
<br />.,`,,:. I. , LO LOOK -OUT
<br />fi f- 1A1 /A 1A11 11� I /% I I < r( I I /, I I I I /
<br />, . / _--- FB = FULL BASEMENT I 898.8 GAR
<br />/ r. i ,, x\ 1 /1 ti _ _ __ / ( INDICATES DROPPED GARAGE)
<br />f< 1 1 11 K / � / I f< 1 1 I I K �1 II I /
<br />-1 I
<br />i I I I
<br />ROCK CONST UCTION A�
<br />I FINISHED GROUND ELEVATION
<br />' % I I I (----- ----�
<br />- ENTRANCE (DETAL EN-17) --- -� _ I
<br />? ; �� ; _ 1 �I (GARAGE FLOOR 0.3-FT ABOVE
<br />I I PROPOSED I ,.I, , r_ n , r, „ n ,I, „ r, r, ---r. r, , , „ k \ I � �� FINISHED GROUND ELEVATION
<br />1 I / fi f- 1\1 /\ 1\11 I I I /\ F� < F! I I )
<br />5 WIDE SIDEWALK PROTECT%SAVE, TREES „ , ,-, , �, „ ,-, , „ , , L,
<br />I PROPOSED RAIN GU6DIAN
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<br />' Mz `---- Mx oX ___ ----
<br />m \ -�A i' \ Dm - �' ------ �\ \ I STRE
<br />-- �m oX `-------- - _-- -----------------sss--------- -----___ i 10+ WIDE SODDED
<br />m?< ---------------896- 0----------- ------------__ A
<br />_�==�=89694=-------- - N I PZ _ I-- I' ------ _--- - ------------------1 ------ -- ---- -`- - -- - ELE LOW TYPICAL LOT LAYOUT
<br />9 -- --- ---- --------------------- ----- - --_ -
<br />02- - `_
<br />- p u' 60 8 -
<br />----- _--- V 889.1
<br />--- 898-- 1.5% __ --_ \ _ -
<br />- 897.0
<br />)W FL,889.6
<br />,5
<br />898.2 GAR
<br />DROP CRS
<br />W. 0 W
<br />00
<br />GAR 898.2
<br />DROP,� S
<br />IV W.O. *
<br />891.0
<br />10-FT WID`�,, SODatD
<br />OVERFLOW
<br />ELEV §W.2
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<br />Know what's below.
<br />Call before you dig.
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<br />II 1E�D 8899088O..00�\DGRAZ AE EASEMENT -.PROP
<br />-
<br />2.0_ -, ---- p
<br />LOW FL=89a.-. LOW FL=890.6
<br />FB Fo8-0� 09/
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<br />I III
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<br />SOP BERM 889.5 I
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<br />F-4
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<br />�cq - 0.74% OO \ ,�' PROPOSEI��
<br />-
<br />POND 2
<br />NWL 88p'
<br />HWL 889.1
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<br />1. USE LOW -IMPACT, EARTH MOVING EQUIPMENT (WIDE TRACK OR MARSH
<br />r T -1 \ / TRAC" I MENT, OR LIGHT -EQUIPMENT /WITH TURF -TYPE TIRES.)
<br />N 1 99� ��o,• \ / -/�/ �`� F 2. NO MINI G OF SANDY SOILS ALLOWED, IN BASIN.
<br />p o \ \ GPe � / o�-3./ 6NAL GRADE ONLY UPON STABILIZATION OF UPSTREAM AREAS.
<br />- 4/ BASIN TO REMAIN UNLINED.
<br />`' y'��' � }a" /'5. Pev)
<br />TECT BASIN FROM/RUN-OFF DURING CONSTRUCTION ACTIVITIES.
<br />�6 / Oa �� // EXCTEBASIN TO FINIAL GRADE ONLY UPON STABILIZATION OF CONTRIBUTING
<br />*9V --------- ; ,a DR INAGE AREAS.
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<br />�- 3 '
<br />/
<br />ELEVATION 10-FT PAST BACK OF PAD ORIGINAL DATE:
<br />MAY 10, 2016
<br />FINISHED GRADE
<br />- 0.5-FT BELOW LOW FLOOR FOR WALK-C
<br />- 0.7-FT BELOW LOW OPENING FOR
<br />FULL BASEMENTS & LOOK -OUTS
<br />PROPERTY LINE
<br />SUGGESTED
<br />GARAGE LOCATION
<br />APPROX.
<br />DRIVEWAY GRADE
<br />PLANTING SUGGESTIONS
<br />RC)TTnM nF RA IN
<br />NATIVE PLANTINGS
<br />GIANT BUR -REED
<br />WOOL GRASS SEDGE
<br />CORD GRASS
<br />BLUE FLAG IRIS
<br />SWAMP MILKWEED
<br />TAMARACK
<br />JOE-PYE WEED
<br />NEW ENGLAND ASTER
<br />PRAIRIE BLAZINGSTAR
<br />BONESET
<br />BLACK WILLOW
<br />ginF :�I nPF_:�
<br />NATIVE PLANTINGS
<br />BIG BLUESTEM
<br />BLUE JOINT GRASS
<br />SWITCH GRASS
<br />BLUE VERVAIN
<br />PRAIRIE BLAZINGSTAR
<br />TAMARACK
<br />NEW ENGLAND ASTER
<br />RED -OSIER DOGWOOD
<br />SANDBAR WILLOW
<br />BLACK CHOKECHERRY
<br />BLACK WILLOW
<br />$gg8 G \ aa�° / ,' �t�-�e� lam PLANT MATERIAL TOLERANT OF INUNDATION AND
<br />DROUGHT (NATIVE PLANS RECOMMENDED -SEE
<br />lam / PROVIDE Y" FIBROUS SHREDDED TABLE) OR USE MnDOT SEED MIX 33-261
<br />WOGD CHIPS AROUND NEW (APPLICATION RATE=35 LBS/ACRE)
<br />PLANTINGS
<br />Sg0 ° \ \ \ / ��� 1&
<br />PROPOS INFILTRATII BASIN ° _ - _ _
<br />II- -III- - - - I .III -III- 00
<br />HWL 8 .3 `' _ _
<br />(S� DETAIL) x'�, -III- ; I =1 11=1 I M I 1=_
<br />-III- -I � I-
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<br />0 wo�� ,' }am -1 11-1 -I I I_ -I 1511 1-1 - I -I 151
<br />�' �� �I 11-1 11-I 11-1 11-1 11-1 I I-1 11-I -I 11-1 I i EROSION CONTROL BLANKET SUITABLE FOR
<br />710d 9 3S �09
<br />,,,���� ;11 I 1=� =1 I I =1 11= Mi I I SEEDING (E.G. STRAW -COCONUT BLANKET)
<br />-LMTE >� aR_-_ I _ ---"- ��� . I I I I I 1 11-I I M I MI_ � I
<br />ZUCTURE W}iICH CAN 1-I 15115115115111 15 -1
<br />)HWL SE� CiK� _ _ _ 1 I - ,'� �a� p� "-III=� I I=11 I=1 I I=1 I I I- NOTE: MIX IN SALVAGED ON -SITE TOPSOIL INTO TOP
<br />AND UTILITY ASEMENT-�Op / 6 (MAX.) OF INFILTRATION BASIN
<br />�, ,� _- ��, L,
<br />�,ah\ / IN -SITU SOILS NOTES:
<br />I}aM ------
<br />1) NO MINING OF SANDY SOILS IN BASIN AREA
<br />2) NO BURYING OF SILTY MATERIALS IN BASIN AREA
<br />3) DO NO OVER -EXCAVATE BASIN AREA
<br />- I
<br />/
<br />INFILTRATION BASIN
<br />N.T.S.
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<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
<br />SB
<br />15
<br />--
<br />SB
<br />16
<br />883.8
<br />SB
<br />17
<br />882.5
<br />GRADING, DRAINAGE & EROSION CONTROL NOTES
<br />1) PRIOR TO ANY GRADING OPERATIONS, THE CONTRACTOR SHALL INSTALL
<br />ROCK CONSTRUCTION ENTRANCE (LOCATIONS TO BE DETERMINED - COORDINATE
<br />WITH OWNER) AND PERIMETER SILT FENCE AS SHOWN ON PLAN. ADDITIONAL
<br />POND HWL SILT FENCE MAY BE NECESSARY IF LOCAL CONDITIONS REQUIRE.
<br />10:1 SAFETY 1 2) CONTACT MARTY ASLESON, CITY ENVIRONMENTAL COORDINATOR, FOR
<br />BENCH INSPECTION OF ALL EROSION CONTROL MEASURES PRIOR TO ANY GRADING.
<br />POND NWL
<br />3) THE CONTRACTOR SHALL PERFORM SITE GRADING ON AN AREA -BY -AREA
<br />BASIS TO MINIMIZE UNSTABILIZED AREAS. AS EACH AREA IS COMPLETED, ALL
<br />EXPOSED SOILS MUST HAVE TEMPORARY EROSION CONTROL PROTECTION OR
<br />y PERMANENT COVER WITHIN SEVEN (7) DAYS.
<br />4) SEE SHEET C4.1 AND C4.2, STORM WATER POLLUTION PREVENTION PLAN
<br />ROTTOM (SWPPP) FOR ADDITIONAL EROSION CONTROL NOTES AND SITE SEQUENCING.
<br />5) EXISTING WELL AND SEPTIC SYSTEM TO BE FIELD LOCATED. WELL TO BE
<br />ABANDONED PER ALL LOCAL AND STATE REQUIREMENTS. SEPTIC SYSTEM TO BE
<br />TYPICAL POND DETAIL 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,
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<br />PREPARED FOR:
<br />JAMIE JANSEN
<br />SITE PLANNING
<br />& ENGINEERING
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<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 />0 25 50
<br />1 INCH = 50 FEET
<br />C1.2
<br />
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