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<br /># 1265 BRACKETT' S POINT ROAD
<br />S 32°23, 4S''
<br />5,n�-,
<br />Nh0 �� h
<br />BRACKETTS POINT
<br />ROAD TO BE
<br />VACATED
<br />NOTE: EXISTING BLACKTOP ,
<br />ROADWAY TO BE REMOVED
<br />N 88°47' 26" W 6
<br />49.90 .43 X
<br />co
<br />ell
<br />SOUTHWAYS
<br />GRADING, DRAINAGE &EROSION CONTROL PLAN FOR
<br />JAMES 8c MARY JUNDT
<br />IN LOTS 52 62 9 AND 10, AND VACATED BORDER AVE.
<br />AND CENTER AVENUE REARRANGEMENT OF ORONO POINT
<br />.,Ard HENNEPIN COUNTY, MINNESOTA
<br />�"'� '•� NOTE: CLEAR DRIVE LANES MUST BE
<br />""'-•••-MAINTAINED ON BRACKETT' S POINT
<br />PP ROAD DURING CONSTRUCTION.
<br />11
<br />STONE
<br />RET WL
<br />N�
<br />N 1029 00„ W
<br />.,•• 3126RBIRC00W
<br />!�70g0
<br />Vr
<br />,
<br />931.5 CONTOUR
<br />LINE (H.W.L.)
<br />/DRAINTILE INV=931.7
<br />(930.6)
<br />(930.6)
<br />PROPOSED ROCK
<br />CONSTRUCTION
<br />ENTRANCE
<br />(931.1) (930•5) (930.9)
<br />LINE
<br />DRAINTILE INV. AT OUTLET
<br />14 MAPLE """..... -- 140 LF OF FILTRATION TRENCH
<br />(930.5) DRAINTILETINATRENCHP = 931.5
<br />INV. INV. AT OUTLET = 931.4
<br />• :
<br />denotes
<br />iron marker found
<br />(908.3) :
<br />denotes
<br />existing spot elevations, mean
<br />sea level datum
<br />910.8 :
<br />denotes
<br />proposed spot elevation, mean
<br />sea level datum
<br />- -917- - -:
<br />denotes
<br />existing contour line, mean sea
<br />level datum
<br />930
<br />denotes
<br />proposed contour line, mean sea level datum
<br />Bearings
<br />shown are based upon an assumed
<br />datum.
<br />(931.3
<br />612 CURB & GUTTER ON EAST SIDE
<br />..•• SLOPE ROAD TO WEST SIDE INTO NOTE: Not all house pads will be graded at this time, especially Lots 1 & 2,
<br />...........FILTRATION TRENCH Block 1, and Lot 2, Block 2. Proposed grades are shown to establish future
<br />building elevations.
<br />N 180 LF OF FILTRATION TRENCH
<br />� (93....."• NOTE: Road ditches and drainage swales to be used as shown for infiltration
<br />AT 2.0 FT. AVG. DEPTH g
<br />n o.. requirements of the Minnehaha Creek Watershed District.
<br />MH 9-A
<br />tt. : RIM-932.27
<br />NV-919.77
<br />(931.6)
<br />EDGE OF
<br />\ Q BLACKTOP
<br />J
<br />_ OVEFtNEE1D
<br />WIRES 3Q&
<br />\ UN0ERGR0""')
<br />\ 1 N� 0 E
<br />�y -7 B 3
<br />SHRUB CONNECT EXjSS Np RWG Ew AY
<br />LINE MAINTAIN TIONS
<br />E
<br />5 30.
<br />P l LOIW, ERGROUND .....-. 934-.:..•--
<br />NTOH�TIRF.R NFE,31.5 D
<br />RM) Ic3
<br />M7 Q�_936-
<br />OCONSTRUC
<br />II
<br />I i I
<br />III II
<br />��0 / SSE
<br />ERV E �aCTOp i I IIIII II
<br />I' to .' 31+00 n ' fwAY
<br />II
<br />J N \ I IIIIII w I (9/39.3)(931.7 LID
<br />/PROPOSED C/9
<br />RO(931.6) O INV=93O
<br />(_4 SIENC (A
<br />DRAICE INv.
<br />U& BI LOG
<br />I II I III II I iI
<br />I IEE
<br />(931.7) / (93? 6y SP UC 9/
<br />MH I -A
<br />RIM_ 2.3 044 �II III\Ili \I\
<br />AKE
<br />50 ��PLLNV=0.8s
<br />937 NV=952.5--HOUSE PROPOSED MN=
<br />:. �BUILDIN \
<br />\� AREA DRIB / / IN, SETBACK
<br />- 4 y� 1, 6' TALL sPR C / �\ LINES (TYP) \ \ \
<br />I , G 9 4.4 gS 40' 75' +HDP /� WALK \
<br />TF= 44.7 CULVERTI APRONS (�
<br />B-936.0 P y P OSED 6S R 01 \ ►�iI IT ,\ \\
<br />` / 91 938 , pRbP G TE \ \ \\
<br />V- B& I I ,1 MINNETONKA
<br />\ Ln
<br />%\ \ 42 0 10, BO ERS , PCK\OP BLACKTOP , rn
<br />Q/ P' DRIVEWAY - V=952.0 \\ \ \ 1 I I
<br />3 _- 4CU R►pRAP sr / I DR EOF IT TUOr RF 7 1 O CE ENT p / v� / \ \ \ \
<br />O ,� + 'lC"•.. /'� V=938. MAT (TRM) 9'0 \ / GEN. �/ ' \ \'" I I
<br />/ - c,� n1 \ \ \ I
<br />_, / O 60' 15" RCP \ 9 �O O / PROPOSE[ O \ I I i I I` BROWNS BAY'
<br />\ / / FLA D ENDS \ 9 952 SILT FENN/ E PROPOSED 8" DRAINTILE \
<br />5 A/ LEC. IN SWALE TO ►RUN TO
<br />NV s �V STORM � RAIN GAR DEN \ ' I cK
<br />PROPOSE MANHOLE / STONE WALK , \\\ \` , BOAT
<br />/ + 1
<br />L c,� N =950�0 MH24 II HTWT L 9R6 / ONNECT
<br />NEW O
<br />\' I
<br />\
<br />ACN 01
<br />II
<br />C ERVIC TOOTWO
<br />EXISTING SERVIC �'
<br />SEWER BLACKTOP }
<br />DRIVEWAY+14
<br />10+ SERVICE \ I Q PROPOSED sue, \ \
<br />938 `
<br />DRIVE \ \ \ N I
<br />I I 'III
<br /><
<br />7 I
<br />O 1 z s PLANTER I I I I
<br />"a, 1 26 1 0 20 936 \ � I 1 640 F b EXISTING p�Rs\ i� \IVII I I I I \\
<br />\ I I v - l f `� x ILTR I N \ Stogy HOUSE
<br />w� / 80 LF p/F TRENC + SSEP
<br />FILTRATIb 2RE DE 3.36- AC "SOUTH AYS"
<br />POSSIBLE / 952
<br />TRENC I 4 \ / - J
<br />-938 - HOUSE \ 2.5' D \ # 1400 c TER (ACE
<br />AREA �
<br />94s. eT.�DEPTH- G-945.4 / E•(BACK�`ALK 18" LOCUST � � / S7I
<br />ON SWALE TF=a45J LINES �'T
<br />FEN
<br />CE EDBOLLOG I `• / � R--6�937.0 4 / / \`
<br />\ ' I \\ STEaP C, ( \
<br />Q SSE RS / 948
<br />x
<br />\ '•• •9 NOTE: LOTS 1 AND 2, BLOCK 2 ARE
<br />\ / /
<br />\\ \ \-
<br />/ / / /�, / ° Ai 954 ` I i ...... ... ...............TO BE PLATTED AS ONE LOTATTHIS
<br />x _ 7-
<br />..............,y�1/ ( / � _. I• ' �,� ' TIME. THEY MAY BE T PLAT ED
<br />\� /......f ...__.`.`•..-\ -� _---- "- ��,/ O �I �...•--t TWO LOTS IN THE FUTURE.
<br />NOTE: EXISTING BLACKTOP\\\\' \\ " ��••....BLACKTOP BE REMOVED)/ .......I ��g'�" + / /
<br />\ \ MH '12 DRIVEWAY i / OF O 45.8 \LOW PAINT ,
<br />ROADWAY TO BE REMOVED \\\ \ M=940.1, \"\ YAK-----�.�---•. �•-- _•- /I BR ;WALK TO BE �� �337_ ---'� ITH T F REINFORCEMENT
<br />\`\\\\' ;V=92Q.2 \ / �° / �iYDRA / I CSC SFo : 'REMOVED / / MAT (T I I \
<br />\. \ / \ LOT WALK 9481 I� /
<br />/ / / \ 4 a�O e� FUTURE L� L I r R OPOSED \CP
<br />O \ \
<br />o7- / 0- 9440
<br />- S - _- / I I P WL=945.7 \
<br />\\ \\ \\ \ BUILDING \ s 5- \ 3 ;- PROPOS�DT
<br />\ \ SETBACK \ FUTURE BUILDING \ `\ \
<br />v' \ (TYP)
<br />.O SEWER � DRIVE
<br />LINES i CK
<br />\\�O \ ( ���OA \ +O`
<br />bi 9 -�� LN S (TYP) I/ FOSS QL�
<br />Fo 3 �''' 4s. ^� /50 \ ` / I FU I�FZE
<br />IiOUSE
<br />\� ,o\ �s PPMHO C&P /2
<br />X, 0 \ A'a�s'. / \ / I - AREA I
<br />\\ \ O 7 \ POSSI� E '� �... \
<br />��� \ �F S SF \ \ Z " 9 \ / I TF g95147 6+ AC.
<br />\ \ 9\ i� r'�� \ HOUSE INV=945.7 / �� I I r \
<br />�\ \ 9�tiT\ REA \ \ B-943.0
<br />\ \
<br />\�\\ -0s�ytF°FA�\ G-950.4 \ \ \ �` BE RE OVETO
<br />O
<br />\ \ S TF 950.7 Iwo
<br />O r \\ \
<br />931.5 CONTOU \ \\ FO F!y\ �°s ti \ B-942.0
<br />LINE (H.W.L.) `�\ F,Q O
<br />/PXING
<br />\\ \\�� A MH \ I .•� POD \ 9461- / / \
<br />944 �- - - EXIS I IN
<br />�NIS
<br />\ \ \\ 100 LF
<br />'.FILTR I0 I; ' ~GOPgEJ _ _ jrEN/\ xIs7NG \ \ \ \\
<br />BRACKETTS POINT fi,N P �°�.. - - \ BUILDINGS
<br />ROAD TO BE >zs��T/n\
<br />VACATED a'x \ \ :� \ A 4. 3 _ { �ROPOSE
<br />`\ \.•.• 31.2 1 SILT FENC
<br />i
<br />\ \ \ 0 O \
<br />T \ `P RDENSE4B RA 42' 9'` y 5 9g8� SNE OS�c • ' \ \` \
<br />L A E PROPOSED S L ,3
<br />FENCE & BIO LOG �,\\ \ y7.4
<br />SMITHS BAY
<br />DATE REMARKS
<br />12-6-17 GRADING PLAN
<br />3-16-18 REVISIONS
<br />4-26-18
<br />5-15-18 FLOODPLAIN CUT AND FILL AREAS SHOWN, ADDITIONAL FILTRATION AREAS, RAN GARDENS
<br />5-18-18 ADDITIONAL SILT FENCE
<br />6-1-18 REVISED
<br />6-8-18 REVISED
<br />6-15-18 REVISED
<br />6-28-18 1 ADDITIONAL SILT FENCE ON SOUTH END FOR SMALL UTILITY CONNECTIONS
<br />EOF O 939.7 LOW PONT
<br />WITH TURF REINFORCEMENT---___
<br />MAT (TRM)
<br />EOF O 933.9 LOW POINT
<br />WITH TURF REINFORCEMEP
<br />MAT (TRM)
<br />OUTLET
<br />CONTROL -
<br />STRUCTURE
<br />NOTE: EXISTING BLACKTOP
<br />ROADWAY TO BE REMOVED
<br />PRO POSED
<br />ROAD PROPOSED 35 LF '•` ,
<br />8" PVC SANITARY
<br />SEWER
<br />INV=924.4 •+'
<br />BRACKETTS s
<br />POINT RD. '
<br />(PUBLIC ROAD) ?, ; ' '.••.
<br />BLACKTOP TO } :,'•-%
<br />BE REMOVED .••• '�f
<br />,i
<br />P
<br />I hereby certify that this plan, specification, or report
<br />was prepared by me, or under my direct supervision,
<br />and that I am a duly Licensed Land Surveyor under the
<br />laws of the State of Minnesota.
<br />RAIN
<br />•
<br />/ Via•%
<br />ENN/S C
<br />oNR7'
<br />'L' .ogkp
<br />/
<br />PROPOSED LIFT
<br />STATION, '
<br />9
<br />9
<br />VALVE VAULT
<br />& GENERATOR
<br />�11
<br />/
<br />RIM=939.0
<br />,�' \ I
<br />I
<br />INV=925.0
<br />/
<br />SUMP=920.0
<br />ARE
<br />93 0
<br />/
<br />.+• }•a•
<br />.fit
<br />010
<br />\PROPOSED 2 CATCH BASINS
<br />& NEW 12"RCP STORM SEWER.
<br />REMOVE EXISTING CULVERTS.
<br />ZONING = LR 1-A
<br />TOTAL AREA = 13.78+- ACRES
<br />PROJECT DATE GRONBERG & ASSOCIATES, INC.
<br />4-16-18 CIVIL ENGINNERS, LAND SURVEYORS, LAND PLANNERS
<br />SCALE 1 "=50' 445 NORTH WILLOW DRIVE LONG LAKE, MN 55356
<br />JOB NO 952-473-4141
<br />17-350
<br />Mark S. Gronberq MinnesotcK License Number 12755
<br />
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