HomeMy WebLinkAbout2000-civil planr` CCONSTRUCT SILT FENCE
AS SHOWN -
EASTCONSTRUCT CUf2B INLET
182.19 CATCH BASIN. INS"T`Att-
= 94 L.F. �Qf12" PVC PIPE
953 951 _
- - 5 0 0,45%
__.___-
_
_
CONSTRUCT STORM SEWER MANHOL
E �2 2, -:C. = 949.92
AND INSTALL 67 L.F. OF 12" PVC — j - -- -- --- - - — -- uur �� ST -� �j �3 - INV. _' 946:
PIPE SOUTH TO LOADING DOCK AREA. _ EDGE OF / AUTO
SLOPE ®0.45% _ PARKING
-_
5 BITUMINOUS
T.C. = 952.50
CONC. CU �2.5,
INV. = 946.70
�, '� ; - AND GUTTER i
WE P 1 6" R
MAI AND I TALL LL
F. OF
6" I AN RA
Q' M.H. 7�
951 / v
BITUMINOUS
-- SURFACE o
L 7 n INSTALL 65 L.F. OF z _
RE -ALIGN q OF � ! 9S? CONC, CURB 12" PVC PIPE AND
SWALE AND SLOPE 952
AND GUTTER --- f� - FLARED END SECTION
ET. WALL SLOPE +� 0.45%
INV. 946.00 SAN
04 OBIT MH
4
951 953 IT. APRON do ` �..
(I D VE 000
INSTALL 53 L.F. OF 12" PVC I
O
PIPE AND FLARED END SECTION CONC. 0
SLAB ELECT. o O INSTALL 45 L.F. OF 6"" ti� xj
INV. OF F.E. = 950.50 \' O i`
❑ XFMR Ib PVC SAN. SEWER PIPE
INV. AT MANHOLE = 946.70 9 0 SERV. INV. = 943.00
`- -%
85.0 DRIVE-IN �� 5
s l CONSTRUCT TEMP. -
{ Qo o DOOR GRAVEL CONST,IGTRANCE
EXIST. I +� '
z C.B. N AT EXISTS VE '
H YD ( w w
,
U >i
- �s
35.o DOCK W 0 � -�
NQ e
Ln DOOR Ln Q
Z � UlI
CONSTRUCT STORM SEWER w LU
O \
AREA CATCH BASIN
_ w j
T.C. = 949.40
"
6
INV 947.00 w
G
�a C
EXISTING—
DRAINAGE
XISTING 8"W_ y ,
DRAINAGE SWALE (.�Y
—„ W
a 0 25.46 /l, W. v.
�C r
`t ( VAN_ -
,o - CONSTRUCT 151LT FENCE
CONC. SPLASHBLOCK— z 1 _ G
-
2'-6"W x 6'-0" -- ----- AS SHOWN _
( PROPOSED ° ° _
TYPICAL OF 3 0
BUILDING:
o
00
F.F. = 953.50
0 19,820 S.F.
Ln 10,0
1O M �G &
I�
I
O .,
02
O
rr} ' 4,
,
T
nG
Z -- ALF
I ,
O J
O �� �• Ln U
O I ��
o
i ul�
<. w
rn ,
a EDGE OF I
BITUMINOUS I
( 120.0 -
_ �.a
NCn
( AUTO
--- - _ - PARKING
C Fok,
( 953 _ - - - -- ---
M >
LO
� � 1
U -
Lj
3 rn
fY
I FUTURE
EXPANSION EDGE BIT.-
(
(i 2>000 S.F.) 53 i RELOCATE EXIST. HYDRANT AND INSTALL 102 L.F, OF 6” DIP.
CONNIECT TO EXIST. HYD LEAD"
-- - -
} LOT 1 K D ^-
FUTURE BUILDING ADDITION AND FUTURE
I� ( (�I OCK 1\ I PARKING LOT EXPANSION DISCHARGE SHALL
G u L ` BE PIPED TO THE EXISTING POND LOCATED
AT THE SE CORNER OF LOT 2. SEE PRELIM.
' O R
. � g52 I PLAT GRADING PLAN FOR PIPING LAYOUT.
• __-- -- __ __ _ REPA.F
INSTALL 5 C Y OF CLASS ill
- ;: _ -
�- RIP -RAP AT SWALE BOTTOM
Cr
PRIOR TO DITCH
I
BENCHMARK - TOP NUT OF 3: WET -TAP EXISTING
HYDRANT ELEV. = 950.42 - o0 12" WATER MAIN AND
15INSTALL 319 L.F. OF
(TO BE RELOCATED) 8 DIP WATER PIPE
— -- -- --- - -- -- TEL. 4
L
- - 10.90 CONSTRUCT SILT FENCE
DRAW
EAST
,. _ AS SHOWN
FATE.,
C.S.A.H. NO. 50
SCALE IN FEET
0 2040
60
10
30
0 - DENOTES IRON MONUMENT
BEARINGS
ARE ASSUMED DATUM
NOTES
1) UTILITIES SHOWN
ARE APPROXIMATE LOCATION, CALL
GOPHER STATE
ONE CALL AT 454-0002 PRIOR TO EXCAVATION.
2) BENCHMARK -
TOP NUT HYDRANT SOUTH OF SITE
ELEVATION = 950.42
3) SEE SHEET A-1
FOR SITE/LANDSCAPE PLAN
4) ALL DISTURBED
AREAS SHALL HAVE SEED MIXTURE NO. 50A PLACED
AT A TARGET RATE
OF 75 POUNDS PER ACRE. MULCH SHALL BE PLACED
AT A TARGET RATE
OF 2 TONS PER ACRE.
LEGEND
--- S
SANITARY SEWER LINE
5T
STORM SEWER LINE
W
WATER LINE
OHE ----
OVERHEAD ELECTRICAL LINE
C. B.
CATCH BASIN
MH
MANHOLE
P. P.
POWER POLE
T, C,
TOP OF CASTING ELEVATION
EXISTING SPOT ELEVATION
PROPOSED SPOT ELEVATION
SURFACE WATER FLOW DIRECTION
LEGAL DESCRIPTION OF PARCEL SHOWN:
LOT 1, BLOCK 1, GRENADA BUSINESS PARK,
DAKOTA COUNTY, MINNESOTA, ACCORDING TO
THE RECORDED PLAT THEREOF.
VICINITY MAP
NO SCALE
CSA. H N0,
a
s o
C.S.A.H. NO. 70 (215TH ST WEST)
n
N
z
4
= vl
ci
SEC. 33-T114-R2O
DAKOTA COUNTY, MINNESOTA
1-28-00 FIELD BOOK: A
SITE 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 Professional Engineer and Land
Surveyor under the laws of the State of
Minnesota.
Signature
G i
License No. C_ -% G
Date
SHEET N0.
C — 1