HomeMy WebLinkAbout2000-civil planOrr
Hayeron 4
Associates. Inc,
Salinesrs Is Arebltrots • Planners a Surveyors FAIR I D
KNOW ALL MEN BY THESE PRESENTS: That the City of Lakeville, a municipal
corporation under the laws of the State of Minnesota, fee owner of the following described
land situated In the State of VInnesoto. County of Dakota, to wit:
Outlot A in FAIRFIELD BUSINESS CJ,MPUS, according to the recorded plot thereof
EXCEPT that part lying easterly of a southerly extension of the westerly lot line of Lot 2,
Block I. FAIRFIELD BUSINESS CAMPUS.
Has caused the some to be surveyed and platted as FAIRFIELD BUSINESS CAMPUS 3RD
ADDITION and does hereby donate and dedicate to the public for public use forever the
easements as shown on the plat for drainage and utility purposes only.
IN WITNESS WHEREOF. said City of Lakeville. a municipal corporation under the laws of
the t to of Mtnnes .has caused these presents to be signed by Its proper officers this
T day of
SIGN
BY:
BY:
,its Mayor
, its Clerk
.� i 1 1 rr W r I
STATE OF MINffC(1 kQ��
COUNTY OF ,,•gyp - i
Th oregol q Instrument was 4+:' owledged before me this'" day of
. 199 - by.-w1A "a .ZAP . Mayor, and by
Clerk of the City of Lakeville. o municipal corporation under
the laws of the tote of Minnei;ota, on behalf of the corporation, and pursuant to the authority
of its city council.
VO
DAKOTA 00UNTY
a.wAL im m' soon
Nat,Qr_v Public
County. MIDnesoto
My-CoExpires
VICINITY MAP
(NO SCALE)
NBC. U. T.114N, R.21W
SITE
C. S. A.H. 210TH ST. W.
NO. 70
DRAINAGE AND UTILITY EASEMENTS
ARE SHOWN THUS:
�-10
II
10
10
—I -----I L_—jE10 --
BEING 10 FEET IN WIDTH ADJOINING STREET
LINES AND 10 FEET IN WIDTH ADJOINING
LOT LINES AS SHOWN ON THE PLAT UNLESS
OTHERWISE INDICATED.
0 100 200
SCALE IN FEET
BEARING NOTE:
BEARINCS ARE ORIENTED TO FAIRFIELD BUSINESS CAMPUS
IN WHICH THE SOUTH LINE OF OUTLOT A BEARS S89°5433"W.
LEGEND
• DENOTES IRON MONUMENT FOUND
0 DENOT-_S 1,2" x 14" IRON PIPE SET
CAPPE) R.L.S. NO. 11394
I hereby certify that I have surveyed and platted the property described on this plot as
FAIRFIELD BUSINESS CAMPUS 3RD ADDITION, that this plot is a correct representation
of the survey, that all distonce€ are correctly shown on the plot In feet and hundredths of a
foot, that all monuments have been correctly placed In the ground as shown, that the outside
boundary lines ore correctly deCgnoted on the plat and that there are no wetlands as defined 120
by M.S., Section 5115.02, Subd. I, or ;)ublic In ways to be designated other than as shown. - 1 A=14027'30"
(�
�7 L—=
85 80 _
vaial
o ~,,; \ R=340.00CID �---
D. Edward Ames, Lind Surveyor. Minnesota License No. 11394
,, r / I i G
S 7S •
140.33 37 0 �, ,
6 ��E1, �+ �o om •opo _ -A=96° 09 17 660.00
STATE OF MINNESOTA �� �� i� __- N890 55' 24 "E 0 ���%' °
•=°v `'� � L =100.69 S89 55' 24 "W
COUNTY OF DAKOTA ` 256.30 \�
Th fore olnq Surveyor's Certlflcate was acknowledged before me this day of 10.00 I— 246.30 —� \ +
O
199 a�y D. Edward Ames, Land Surveyor. Minnesota I (o I + o
License No. 11394.
N
LIJ
• � N
►��`
Kim 6. MI thun. No my Public. Hennepin County, Minnesotang"
Cor^ 1 "y 31, 200u �, �-
My ._;�: rsroz Fx�',-?s 'anua� /+����� /P^`1i � �,`, y' I` I cn
, rn10
Approved by the Planning isshn of e City of Lakeville, Minn sots, at a regular
IV A), ��
PP _
MIS g thereof, on the _�dcy of . 199
`J N89° 55' 24 "E� I l o ( Z
y % 10.00 z ai
•
I i
_ Chair N89° 55'24 "E 700.01 N
�l
"L`� Secr ary '�` ~ y'`�� `n I I
M Z s a
We o hereby certify that on the day of �' p ����\ �,L; �\ \ O N I I I 1 F-
199 t Ity Council of eville° �1lnnesota approve is plot. h0 �, a .� \ I I I w o
,fo \ A 2 y \ I v BY ^/11•� Mayor . 1 `�? >0 �c9 . I I ® o
h N . .'� o
o
o ►�
BY: Clerk OUTLET A ,,� ��F �jql o I I `�' �' o
z z
Pursuant to Section 383D , Minnesota Statutes, this plat has been approved this day s•! ��\ �� I� SSS � . \ o I I I------A� S'LY EXTENSION OF THE
of 199—„ O \\`� h0.• ��0 `���`'�> z I I BLOCKLY LOT LINE FAIRF�ELDOT 2,
BYS 11P BUSINESS CAMPUS
O-
Gary H. Stevenson, Dakota County Surveyor \
0 `� pa / /g ` I
O`/s \\ \\ /\O I
I herebycertify that the taxes for the year 19.— for the land described on this plot as \��' --1-DRAINAGE EASEMENT ,� �� rL(a i
y FOR PONDING PURPOSES < 94.52 �° I
FAIRFIELD BUSINESS CAMPUS 3RD ADDITION have been paid and that there are no
delinquent taxes due and transfer entered this day of 54' 33 "E
199— . $e i ---- "' o _ - 1360.02 --__
o 1
Rte? S� O - 219.65 ----------------- )�'
S89.54' 33 "W 636.43 ------o
Count Treasurer-1,jdltor, Dakota County, Minnesota Q "
•• --
Document Number Certificate Number
I hereby certif y that this instrument was filed in the office of the Registrar of Titles for �+ SOUTH LINE OUTLET A
record on this day of _. 199 , at o'clock � FAIRFIELD BUSINESS CAMPUS---
_ +--- .m., and was duly recorded In EOOK of on page SOUTH LINE S I�2 - SE I�, SEC. 25 T. 114, R. 21
Registrar of Titles,, Dakota County, Minnesota
Oak
FAIRFIELD BUSINESS CAMPUS 3RD ADDN
CL
Q
0
N
m
0
0
0
m
0
co
0
3
„
v
W
a
m
v
0
0
Q
0
0
..
Support post anchorage --I Note: Wire mesh is not required
in-situ soil
SILT FENCE
PAVEMENT MATERIAL
2" x 2- wood or steel
BIT. WEAR (TYPE 41)
fence post, 8' max, spacing
BIT. BASE (TYPE 31)
Wire mesh reinforcement. Std.
Overlap geotextile fabric
field fence. min. 30- high,
6 and fasten at 2' intervals
max. mesh spocing 6_and
C.B.
min. 141/gauge wire is optional.
48"
Wire fencW not required for this project
c
Geotextile fabric - overlap fabric
a
6" and fasten at 2' intervals
r
c
Loy fabric in the trench
E
fabrc anchorage trench
R -3250-A
Backfill trench with
4
tomped natural soil
runoff
NEENAH
plrection of
1.(4)
50' IN LENGTH AND AS WIDE AS NECESSARY FOR TRAFFI,
C.B.
z
z
W
27"
Z
NEENAH
a Ow
Zw
r
0
O
a
Extend wire mesh
into trench
6"
MIN.
Support post anchorage --I Note: Wire mesh is not required
in-situ soil
SILT FENCE
PAVEMENT MATERIAL
AUTO TRAFFIC
BIT. WEAR (TYPE 41)
1 112 -
/2"BIT.
BIT. BASE (TYPE 31)
1 1/2"
AGG. BASE (CLASS 5)
8"
TYPICAL PAVEMENT SECTION
PROPOSED
GRADING, EROSION CONTROL & UTILITY PLAN WCEVrFY AW
GRAPHIC SCALE
D. R. HOR TON
LAKEVILLE, MINNESOTA
A
EX. M.H. 10-3
R.E. 1101.97
I.E. 1073 30
EX. 12" DIP WATERMAIN J EX. L.B.
�l 1 1 1 I 1---1 I 1 1-- 1 F R. E. 100.29
<' EX 33„ / '> > > > EX. 10" PVC SAN.
RC S tx: ivi:rf: 1rr�i > > > > > .84, I.E. 1089.58
ORM R.E. 1098.8 EX. M.H. 10-2W1 w
< EX. C.B. R.E. 1102.19 c) U EX. B.
1074.4 > > R.E. 1100.49
—<< R.E. 1098 79 EX. 30" RCP STORM I.E. 1073.61
j (it « < I.E. 1091.67,I.E. 1092.24, I.E. 1088.70
EX. 18" RCP STORM @ 0.97% --*'
(FIELD VERIFY) C. B. M. H. 1
R.E. 1101.0
I.E. 1091.52
I.E.S.W. 1094.9
34'-15" RCP ® 2.00%
62'-15" RCP ® 1.05
40 0 20 40 Bo 160 ' _ _X110210- '..,���S� TAMPER •
p SWITeko
EG N N89'S5 4' — I g,6 `V o
( IN FEET ) 1 .00' —
EXISTING 1 inch = 40 ft. F
I
SANITARY SEWER > 1 J 103.10
F
(- WATERMAIN
I —
I •
»- STORM SEWER >>-
00
> o®
M. -
MANHOLE OS O I FIN. FL. ELEV. 1104.00 Ito r-
CATCH BASIN 0 1 PROPOSED BUILDING I
N• I ,
22,864 S.F.
FLARED END SECTION -Q • I
w -11 I I
GATE VALVE >Q I �,�Qq I •
. I I
HYDRANT 1 77 I LiI
I
.41 X -9"q
0,
7 I 1
EXISTING00
PONDING AREA /�o� • I
N89.54'33"E ,
• ae 52' ,
------- --
\--------------------� L-
---------------------------------------------- - - - - - I
-- --
I
S89'54'33„W _ _ - _ —
J
1) X1101.50 Proposed Spot Elevation* GENERAL NOTES
2) Denotes Direction of Surface Drainage
3) Denotes Proposed Contour EROSION CONTROL NOTES & IMPLEMENTATION SCHEDULE
4)
USE
STRUCTURE SCHEDULE
(1)
PRIOR TO ROUGH GRADING, INSTALL SILT STOP FENCES
C. B. M. H. 1
48”
DIAMETER W/ CASTING
NEENAH
R
-3250—A
C.B.
2
48"
DIAMETER
NEENAH
R
-3250-A
C.B.
3
48"
DIAMETER
NEENAH
R -3250-A
C.B.
4
27"
DIAMETER SHALLOW C.B.
NEENAH
R-2668
1.(4)
50' IN LENGTH AND AS WIDE AS NECESSARY FOR TRAFFI,
C.B.
5
27"
DIAMETER SHALLOW C.B.
NEENAH
R-2688
1) X1101.50 Proposed Spot Elevation* GENERAL NOTES
2) Denotes Direction of Surface Drainage
3) Denotes Proposed Contour EROSION CONTROL NOTES & IMPLEMENTATION SCHEDULE
4)
USE
a Denotes Silt Fence
(1)
PRIOR TO ROUGH GRADING, INSTALL SILT STOP FENCES
IN LOCATIONS SHOWN
*
All spot elevations are bituminous surface or
CURB 5 -6-
ADDITIONAL SILT STOP FENCES WILL BE REQUIRED WHERE LOCAL CONDITIONS REQUIRE
of the State
gutter unless otherwise noted.
(2)
ROUGH GRADING SHALL PROCEED ON AN AREA BY AREA
BASIS TO MINIMIZE
5'-6"
7'j �6-
1
6X6X10
UNCOMPLETED AREAS
f 15` 8
A ROCK CONSTRUCTION ACCESS ROAD SHALL BE INSTALLED AND MAINTAINED AT
(3)
PROVIDE NATIVE TOPSOIL, SEED, AND MULCH ANCHORED
WITH A STRAIGHT SET
ENTRANCES
TO EXISTING HARD SURFACE ROADS ROCK ENTRANCE SHALL BE NO
DISC WITHIN 14 DAYS OF ROUGH GRADING
LESS THAN
1.(4)
50' IN LENGTH AND AS WIDE AS NECESSARY FOR TRAFFI,
MAINTAIN AND REPAIR SILT STOP FENCES (INCLUDE THE
REMOVAL OF ACCUMULATED
TO 2" WASHED ROCK.
SILT) UNTIL VEGETATION IS ESTABLISHED
BUILDING
D BY OWNER
REVISIONS
7/14/00 REVISED BLDG. LOC.
V7100 00 CITY COMMENTS
819100 CITY COMMENTS
I' - 2"
WASHED
ROO(
ROCK CONSTRUCTION ENTRANCE
- -- PROPERTY LINE - - -- -- -- -- -- —
1 /2 - EXPANSION
JOINT IF DRIVEWAY
IS CONCRETE VARIES
16'-0" MIN. SAWED JOINT CENTERED
1/2- EXPANSION ON DRIVEWAY
JOINT DRIVEWAY 7.5 RAD. TYP.
CURB 5 -6-
engineer under the laws
of the State
of Minnesota.
GUTTER
8618 CURB AND GUTTER
5'-6"
7'j �6-
1
6X6X10
7 1/2' WELDED WIRE MESH
f 15` 8
STREET
INTEGRAL D/W APRON
(COMMERCIAL/INDSTRIAL)
NOTE: CONTRACTOR SHALL FIELD VERIFY LOCATION AND
ELEVATION OF EXISTING WATERMAIN, SANITARY & STORM SEWER
AND NOTIFY ENGINEER OF ANY DISCREPANCIES PRIOR TO
START OF INSTALLATIONS.
NOTE: SPOT ELEVATIONS SHOWN ARE BITUMINOUS SURFACE OR
GUTTERLINE UNLESS OTHERWISE NOTED.
EXISTING UTILITIES
1 ) The information shown on these drawinqs concerning type and
location of on
utilities is not guaranteed to be accurate
or all inclusive. The contractor is responsible for making his own
determination as to the type and location of utilities as may
be necessary to avoid damage to these utilities.
2) The Contractor shall be responsible for existing utility locations.
Call Gopher State One at 454-0002 for locations.
/ hereby
certify that this plan was prepared
by me or under
my direct
supervision and that /
am a duly
registered pro-
fessional
engineer under the laws
of the State
of Minnesota.
DA TE.' 8/9/00 REG. NO, 18227
SITE PLANNING
ENGINEER/NG
PLO WE ENGINEERING, INC
9180 LEXINGTON AVENUE N. E.
CIRCLE PINES, MN 55014 (763) 785-1043
DATE: 7/11/00
C1