Land Alt 5980 Anna Ave Plan Sheet NO PERMIT neededCRATE
MINN. HVL DEPT. NOTE: TRE "A' T-6'+
STANDARD N0. 810 TYPE "B" 4'-0"+
n
CURB BOX BACK OF CURB
NEENAH R3250A,. CENTER OF STRUCTURE
NEENAH R325"'
FRAME NOSOI
MIN. 2 RINGS, MAX 5 RINGS
2" CONCRETE AD.ATSTING RINGS
W/ GROUTED JOINTS
—REINFORCING EQUAL OR
GREATER THAN 27"
R.C.P.
DIA. OF OPENING AS REQUIRED
27" CATCH BASIN
NO SCALE
48" CATCH BASIN
NO SCALE
MAX 5 RINGS CBMH 102
'
ADJUSTING RINGS RE 822.5E
JOINTS
,CK OF CURB
OWLINE
lE OF CURB
TO
GOiiE N
11 1 CASL
6" TOP OF NRB
0.f0
SECTION
NOTE:
FLOWLINE BUMPED 0.10' CATCH BASIN
TOE OF CURB NOT SUMPEO
INSTALLATION
FOR B618 C&G
IE 818.75-12"
IE 816.75-15"
IE 815.75-15"
IE 815.75-15"
Q
V)
CURB & GUTTER
(REMOVE EX. TO
MATCH LOCATION)
RE 822.50
IE 818.92-12"
z
� 0 20 40 80
EX. B4LD
(IN FEET)
REMOVE & REPLACE
BITUMINOUS SURFACE
W/ 6" CL. 5 BASE &
3" BITUMINOUS
(MNDOT MVWE450358
\ EX. BUILDING \1 EX. BUILDING
TO
REMOVE EXISTING
BITUMINOUS
IE 814.00-15"
RE 817.00
IE 813.00-8"
71�STORM
SEWER SCHEDULE
STRUCTURE
NEENAH
CASTING
Or EQUAL
TYPE & No. I SIZE
CB -101
27" DIA.
R -3250A
CBMH-1 D2
48" DIA.
R -3250A
CBMH-103
48" DIA.
R-4370-1
1/2'
& GUTTER LFROT CT D N— OT OT DT I TO EXISTING ICE
TO INISTING L
SAWCUT & MILL INFILTRATION I
EXISTING BIT. BASIN 8" DIA. AREA DRAIN I 2'-2'
75'-4" PERFORATED (SEE DETAIL) I
HDPE DRERFOE v B-618 CURB 8 GUTTER
(PLUG END)
I
I _
V
_ _ F/OWFROM C4 jCN
FES 84SIN
INsinLL e• GRATE
FlNISHE GRADE
NOTE:
PLACE PIPE SO BELL FITS
/ FRIALY IF
AGAINST OUTSIDE
EDGE
EDGE OF MANHOLE
BEFORE POURING
CONCRETE COLLAR. PROFILE VIEW
7 -
( FLOW FROM CATCH BASIN
I B" HDPE
PFNT /
B"
8" DIA. AREA DRAIN
NO SCALE
PLAN VIEW
STORM SEWER
STRUCTURE CONNECTION
NO SCALE
SITE PAN LEGEND
1 hereby certify Mat this plan, specification Print Name: &Ian F. Kallio, P.E.
or report was by
EXISTING PROPOSED
PROPERTY ONE
YTBAOR UNE
— —
CRB
prepared me or under my
dined Signature:
BITUMINOUS
E
CONCRETE
[ _ — _ .3 0
SANITARY SEWER
(763)489-7900
Fax: 763 489-7959
WATER MAIN
�I
STORM SEWER
S171Z I UTILITY PLAN
WERAwp
• surve in
y g
VLH
under
the laws of the State Minnesota Date: 9/15/16 License #: 25817
FENCE
OVERHEAD EIECTRIC
Che
LIGHT POLE
www.carlsonmcwin.com
ELECTRIC BOX
TELEPHONE BOX
po
IJ
TEIEMSICN BOX
POWER POUE
�.
RETAINING W&L
1/2'
& GUTTER LFROT CT D N— OT OT DT I TO EXISTING ICE
TO INISTING L
SAWCUT & MILL INFILTRATION I
EXISTING BIT. BASIN 8" DIA. AREA DRAIN I 2'-2'
75'-4" PERFORATED (SEE DETAIL) I
HDPE DRERFOE v B-618 CURB 8 GUTTER
(PLUG END)
I
I _
V
_ _ F/OWFROM C4 jCN
FES 84SIN
INsinLL e• GRATE
FlNISHE GRADE
NOTE:
PLACE PIPE SO BELL FITS
/ FRIALY IF
AGAINST OUTSIDE
EDGE
EDGE OF MANHOLE
BEFORE POURING
CONCRETE COLLAR. PROFILE VIEW
7 -
( FLOW FROM CATCH BASIN
I B" HDPE
PFNT /
B"
8" DIA. AREA DRAIN
NO SCALE
PLAN VIEW
STORM SEWER
STRUCTURE CONNECTION
NO SCALE
3890 Pheasant Ridge Dr., TD 100
Blaine, MN 55449
1 hereby certify Mat this plan, specification Print Name: &Ian F. Kallio, P.E.
or report was by
D2wn: ADB
Riverwood Rentals LLC
�{/,�/��� • environmental
C
Phone:
prepared me or under my
dined Signature:
5980 Anna Avenue N E
1
• •engineering
McCain
(763)489-7900
Fax: 763 489-7959
supervision and that 1amaduly
Licensed Professional Engineer
Designed: BFK
2505 Silver Lane NE
S171Z I UTILITY PLAN
Of
• surve in
y g
under
the laws of the State Minnesota Date: 9/15/16 License #: 25817
Date: 9/15/16
Fridley, MN
www.carlsonmcwin.com
of
Minneapolis, MN 55421
/ Z
t
RAIN GARDEN
T OR PLANT w/ MI SEE% Mix 328
CURB T —W/ ERMICN CONTROL BIPNKET
GRASS PRE-TREATMENT STRIP J
UNDISTURBED. UNCOMPACTED
�I
EX. BLD /
0r0 — r c0
6 m
EX. BUILDING _— EX. BUILDING
'I W W W W
U)
WP
S I I NN •\�
/' 1=.111 111=1 I N�JN Z— `NON -WOVEN GEOTExnII: (MI TYPE I)
SANG 1.5" WASHED STONE (IGNEOUS)
COMPOST G' PERFONATEO DRNNPLE
NOTE: DRAINPIE CON HESTON AT CATCH BASIN MANHOLE
SHALL BE PLUGGED. If BASIN DOES NOT INFlLTNATE.
THE PLUG SHALL BE REMOVEO.
2.. I
17.5 ----
1
V�
B, 8 Y .
616 °.nav o«:..+
�-� RAIN GARDEN��
✓�j / /' ouTLET EL =>-817.0
i BOTTOM EL = 816.0
AREA = i-750 S.F.-
(INSTALL SILT FENCE
GRADING) (TYP.)
DRAINTILE INV =813.5-' -
(PLUG END),s-'�'-
W55\55\P
I-�
,.EQEND
EXISTING
PROPOSED
PROPERTY UNE —
EASEMENT UNE
CURB UNE — —
BITUMINOUS
0
CONCRETE
SANITARY $EVER
STORM $ENER
WATER MAIN
OVERHEAD UTUtt - --
STORM CATCH BASIN
STORM MANHOLE
OUTLET CO TROL STRUCTURE
O
MANHOLE
N,p
HYDRANT 4
GATE NALW WM
TELEN9g1 SO%
TELEPHONE BOX
UTNTY II a.
RETAINING WALL
FENCE %
10 CONTOUR
:: CONTOUR —.
SENA RCCAT PLAIN
WETLAND LINE
SPOT ELEVATION _ODD
.'O _
E.O.P.
EMERGENCY ONERrLOW
•♦ ••
SILT PENES
Woo
(STNI DARD DR iROM
• • • -
RG FWCE
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GRI
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TREEUNE I T i
Y
SOL BORMG
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0 20 40 80
(IN FEET)
C [/►/� /� 3890 Pheasant Ritlge Dr., # 100 1 hereby certify that this plan, specification Print Name: Brian F. Kallio, P.E. Drawn ADB Riverwood Rentals LLC
Carlson •environmental (Blaine, MN 55449 Tor report was prepared I 5980 Anna Avenue NE GRADING DEVELOPMENT 2 �
• .engineering
Phone: (]63)489-7900 direct supervision and that I am a tl my Signature: EWES: BFx 2505 Silver Lane I Y Of
) McCam I - Surveying Fax: (763) 489-7959 Licensetl Professional Engineer under Fridley, le , M N / 2
www.carlsonmccain.com the laws of the State of Minnesota Date: 9/15/16 License #: 25817 Date: 9/15/16 Minneapolis, MN 55421 v & EROSION CONTROL PLAN
6
I I r-I'Si-IJ
fill
1.37 AC.
0.44 AC. IMP
-7'
'Off7
L ILI
RAIN GARDE
A
ELEV
916.0 7,
Charles��SNE
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