HomeMy WebLinkAbout7-30-19 Southways_InspectionNotes_073019v
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# 1265 BRACKETT' S POINT ROAD
S 32°23, 4S''
5,n�-,
Nh0 �� h
BRACKETTS POINT
ROAD TO BE
VACATED
NOTE: EXISTING BLACKTOP ,
ROADWAY TO BE REMOVED
N 88°47' 26" W 6
49.90 .43 X
co
ell
SOUTHWAYS
GRADING, DRAINAGE &EROSION CONTROL PLAN FOR
JAMES 8c MARY JUNDT
IN LOTS 52 62 9 AND 10, AND VACATED BORDER AVE.
AND CENTER AVENUE REARRANGEMENT OF ORONO POINT
.,Ard HENNEPIN COUNTY, MINNESOTA
�"'� '•� NOTE: CLEAR DRIVE LANES MUST BE
""'-•••-MAINTAINED ON BRACKETT' S POINT
PP ROAD DURING CONSTRUCTION.
11
STONE
RET WL
N�
N 1029 00„ W
.,•• 3126RBIRC00W
!�70g0
Vr
,
931.5 CONTOUR
LINE (H.W.L.)
/DRAINTILE INV=931.7
(930.6)
(930.6)
PROPOSED ROCK
CONSTRUCTION
ENTRANCE
(931.1) (930•5) (930.9)
LINE
DRAINTILE INV. AT OUTLET
14 MAPLE """..... -- 140 LF OF FILTRATION TRENCH
(930.5) DRAINTILETINATRENCHP = 931.5
INV. INV. AT OUTLET = 931.4
• :
denotes
iron marker found
(908.3) :
denotes
existing spot elevations, mean
sea level datum
910.8 :
denotes
proposed spot elevation, mean
sea level datum
- -917- - -:
denotes
existing contour line, mean sea
level datum
930
denotes
proposed contour line, mean sea level datum
Bearings
shown are based upon an assumed
datum.
(931.3
612 CURB & GUTTER ON EAST SIDE
..•• SLOPE ROAD TO WEST SIDE INTO NOTE: Not all house pads will be graded at this time, especially Lots 1 & 2,
...........FILTRATION TRENCH Block 1, and Lot 2, Block 2. Proposed grades are shown to establish future
building elevations.
N 180 LF OF FILTRATION TRENCH
� (93....."• NOTE: Road ditches and drainage swales to be used as shown for infiltration
AT 2.0 FT. AVG. DEPTH g
n o.. requirements of the Minnehaha Creek Watershed District.
MH 9-A
tt. : RIM-932.27
NV-919.77
(931.6)
EDGE OF
\ Q BLACKTOP
J
_ OVEFtNEE1D
WIRES 3Q&
\ UN0ERGR0""')
\ 1 N� 0 E
�y -7 B 3
SHRUB CONNECT EXjSS Np RWG Ew AY
LINE MAINTAIN TIONS
E
5 30.
P l LOIW, ERGROUND .....-. 934-.:..•--
NTOH�TIRF.R NFE,31.5 D
RM) Ic3
M7 Q�_936-
OCONSTRUC
II
I i I
III II
��0 / SSE
ERV E �aCTOp i I IIIII II
I' to .' 31+00 n ' fwAY
II
J N \ I IIIIII w I (9/39.3)(931.7 LID
/PROPOSED C/9
RO(931.6) O INV=93O
(_4 SIENC (A
DRAICE INv.
U& BI LOG
I II I III II I iI
I IEE
(931.7) / (93? 6y SP UC 9/
MH I -A
RIM_ 2.3 044 �II III\Ili \I\
AKE
50 ��PLLNV=0.8s
937 NV=952.5--HOUSE PROPOSED MN=
:. �BUILDIN \
\� AREA DRIB / / IN, SETBACK
- 4 y� 1, 6' TALL sPR C / �\ LINES (TYP) \ \ \
I , G 9 4.4 gS 40' 75' +HDP /� WALK \
TF= 44.7 CULVERTI APRONS (�
B-936.0 P y P OSED 6S R 01 \ ►�iI IT ,\ \\
` / 91 938 , pRbP G TE \ \ \\
V- B& I I ,1 MINNETONKA
\ Ln
%\ \ 42 0 10, BO ERS , PCK\OP BLACKTOP , rn
Q/ P' DRIVEWAY - V=952.0 \\ \ \ 1 I I
3 _- 4CU R►pRAP sr / I DR EOF IT TUOr RF 7 1 O CEMENT p / v� / \ \ \ \
O ,� + 'lC"•.. /'� V=938. MAT (TRM) 9'0 \ / GEN. �/ ' \ \'" I I
/ - c,� n1 \ \ \ I
_, / O 60' 15" RCP \ 9 �O O / PROPOSE[ O \ I I i I I` BROWNS BAY'
\ / / FLA D ENDS \ 9 952 SILT FENN/ E PROPOSED 8" DRAINTILE \
5 A/ LEC. IN SWALE TO ►RUN TO
NV s �V STORM � RAIN GAR DEN \ ' I cK
PROPOSE MANHOLE / STONE WALK , \\\ \` , BOAT
/ + 1
L c,� N =950�0 MH24 II HTWT L 9R6 / ONNECT
NEW O
\' I
\
ACN 01
II
C ERVIC TOOTWO
EXISTING SERVIC �'
SEWER BLACKTOP }
DRIVEWAY+14
10+ SERVICE \ I Q PROPOSED sue, \ \
938 `
DRIVE \ \ \ N I
I I 'III
<
7 I
O 1 z s PLANTER I I I I
"a, 1 26 1 0 20 936 \ � I 1 640 F b EXISTING p�Rs\ i� \IVII I I I I \\
\ I I v - l f `� x ILTR I N \ Stogy HOUSE
w� / 80 LF p/F TRENC + SSEP
FILTRATIb 2RE DE 3.36- AC "SOUTH AYS"
POSSIBLE / 952
TRENC I 4 \ / - J
-938 - HOUSE \ 2.5' D \ # 1400 c TER (ACE
AREA �
94s. eT.�DEPTH- G-945.4 / E•(BACK�`ALK 18" LOCUST � � / S7I
ON SWALE TF=a45J LINES �'T
FEN
CE EDBOLLOG I `• / � R--6�937.0 4 / / \`
\ ' I \\ STEaP C, ( \
Q SSE RS / 948
x
\ '•• •9 NOTE: LOTS 1 AND 2, BLOCK 2 ARE
\ / /
\\ \ \-
/ / / /�, / ° Ai 954 ` I i ...... ... ...............TO BE PLATTED AS ONE LOTATTHIS
x _ 7-
..............,y�1/ ( / � _. I• ' �,� ' TIME. THEY MAY BE T PLAT ED
\� /......f ...__.`.`•..-\ -� _---- "- ��,/ O �I �...•--t TWO LOTS IN THE FUTURE.
NOTE: EXISTING BLACKTOP\\\\' \\ " ��••....BLACKTOP BE REMOVED)/ .......I ��g'�" + / /
\ \ MH '12 DRIVEWAY i / OF O 45.8 \LOW PAINT ,
ROADWAY TO BE REMOVED \\\ \ M=940.1, \"\ YAK-----�.�---•. �•-- _•- /I BR ;WALK TO BE �� �337_ ---'� ITH T F REINFORCEMENT
\`\\\\' ;V=92Q.2 \ / �° / �iYDRA / I CSC SFo : 'REMOVED / / MAT (T I I \
\. \ / \ LOT WALK 9481 I� /
/ / / \ 4 a�O e� FUTURE L� L I r R OPOSED \CP
O \ \
o7- / 0- 9440
- S - _- / I I P WL=945.7 \
\\ \\ \\ \ BUILDING \ s 5- \ 3 ;- PROPOS�DT
\ \ SETBACK \ FUTURE BUILDING \ `\ \
v' \ (TYP)
.O SEWER � DRIVE
LINES i CK
\\�O \ ( ���OA \ +O`
bi 9 -�� LN S (TYP) I/ FOSS QL�
Fo 3 �''' 4s. ^� /50 \ ` / I FU I�FZE
IiOUSE
\� ,o\ �s PPMHO C&P /2
X, 0 \ A'a�s'. / \ / I - AREA I
\\ \ O 7 \ POSSI� E '� �... \
��� \ �F S SF \ \ Z " 9 \ / I TF g95147 6+ AC.
\ \ 9\ i� r'�� \ HOUSE INV=945.7 / �� I I r \
�\ \ 9�tiT\ REA \ \ B-943.0
\ \
\�\\ -0s�ytF°FA�\ G-950.4 \ \ \ �` BE RE OVETO
O
\ \ S TF 950.7 Iwo
O r \\ \
931.5 CONTOU \ \\ FO F!y\ �°s ti \ B-942.0
LINE (H.W.L.) `�\ F,Q O
/PXING
\\ \\�� A MH \ I .•� POD \ 9461- / / \
944 �- - - EXIS I IN
�NIS
\ \ \\ 100 LF
'.FILTR I0 I; ' ~GOPgEJ _ _ jrEN/\ xIs7NG \ \ \ \\
BRACKETTS POINT fi,N P �°�.. - - \ BUILDINGS
ROAD TO BE >zs��T/n\
VACATED a'x \ \ :� \ A 4. 3 _ { �ROPOSE
`\ \.•.• 31.2 1 SILT FENC
i
\ \ \ 0 O \
T \ `P RDENSE4B RA 42' 9'` y 5 9g8� SNE OS�c • ' \ \` \
L A E PROPOSED S L ,3
FENCE & BIO LOG �,\\ \ y7.4
SMITHS BAY
DATE REMARKS
12-6-17 GRADING PLAN
3-16-18 REVISIONS
4-26-18
5-15-18 FLOODPLAIN CUT AND FILL AREAS SHOWN, ADDITIONAL FILTRATION AREAS, RAN GARDENS
5-18-18 ADDITIONAL SILT FENCE
6-1-18 REVISED
6-8-18 REVISED
6-15-18 REVISED
6-28-18 1 ADDITIONAL SILT FENCE ON SOUTH END FOR SMALL UTILITY CONNECTIONS
EOF O 939.7 LOW PONT
WITH TURF REINFORCEMENT---___
MAT (TRM)
EOF O 933.9 LOW POINT
WITH TURF REINFORCEMEP
MAT (TRM)
OUTLET
CONTROL -
STRUCTURE
NOTE: EXISTING BLACKTOP
ROADWAY TO BE REMOVED
PRO POSED
ROAD PROPOSED 35 LF '•` ,
8" PVC SANITARY
SEWER
INV=924.4 •+'
BRACKETTS s
POINT RD. '
(PUBLIC ROAD) ?, ; ' '.••.
BLACKTOP TO } :,'•-%
BE REMOVED .••• '�f
,i
P
I hereby certify that this plan, specification, or report
was prepared by me, or under my direct supervision,
and that I am a duly Licensed Land Surveyor under the
laws of the State of Minnesota.
RAIN
•
/ Via•%
ENN/S C
oNR7'
'L' .ogkp
/
PROPOSED LIFT
STATION, '
9
9
VALVE VAULT
& GENERATOR
�11
/
RIM=939.0
,�' \ I
I
INV=925.0
/
SUMP=920.0
ARE
93 0
/
.+• }•a•
.fit
010
\PROPOSED 2 CATCH BASINS
& NEW 12"RCP STORM SEWER.
REMOVE EXISTING CULVERTS.
ZONING = LR 1-A
TOTAL AREA = 13.78+- ACRES
PROJECT DATE GRONBERG & ASSOCIATES, INC.
4-16-18 CIVIL ENGINNERS, LAND SURVEYORS, LAND PLANNERS
SCALE 1 "=50' 445 NORTH WILLOW DRIVE LONG LAKE, MN 55356
JOB NO 952-473-4141
17-350
Mark S. Gronberq MinnesotcK License Number 12755