ITEM 2.1_attachmentsIS® 728 E-8 SCHOOL
SITE LOCATION
Overview
Legend
Roads
— CSAHCL
CTYCL
— MUNICL
— PRIVATECL
— TWPCL
Highways
Interstate
— State Hwy
— US Hwy
City/Township Limits
c
t
Parcels
EXHIBIT A
Lip t �& 1 11 T IL
101
Jts"ep-a
-1111\11i'o.'
101
`,
a ff � I IPT TTT TT
INDEPENDENT SCHOOL DISTRICT #728
Otsego New E-8 School
DATE: August 10, 2015
SOUTH ELEVATION
>T ELEVATION
71612' 24'
CITY SUBMITTAL
EXHIBIT D
INDEPENDENT SCHOOL DISTRICT #728
Otsego New E-8 School
DATE: August 10, 2015
NORTH ELEVATION O
WEST ELEVATION
O 12' 24'
CITY SUBMITTAL
N
H
C.3
DC
H
y
—
O
O
G2
CO)
1 --
LU
Z
D
Z
W
CL
W
Z
LO
OT
O No
CO) T
00 v
W cm
3
Q
CL) LL;
z�
o
cn
CL)
0
0
M]
MW
a
U
N
I—
tri
J
O
O
V
C4
I --
2c Z
G
Z
W
W
C2
Z
0
0
i
Q
cn
W
W
co3
Z
0
a)
CU
0
0
WW
0
N
O
T
cm
Q
t-
0
u
cl
O
O
w
I
w
w
J
cl
w
OL
w
lIl o
w o
al
U
ue:%ONSTRUCTION DOCUMENTSl
ELK RIVER lS--D # 72:(05
00
OTSEGO Eo":Q SCHOOL
OTSEG07 MN
Arkonsas * California * Georgia * Minnesota * Pennsylvania * Texas
95,
' c
9B> St NE
- S
x
g
APPROVED
DATE
GENERAL NOTES:
PLAN INDEX
�
s
A. TOPOGRAPHIC BOUNDARY SURVEY, INCLUDING PROPERTY LINES. LEGAL DESCRIPTION.
CO COVER SHEET
67th5
EXISTING UTILITIES. SITE TOPOGRAPHY WITH SPOT ELEVATIONS, OUTSTANOING
PHYSICAL FEATURES AND EXISTING STRUCTURE LOCATIONS WAS PROVIDED BY THE
SURVEY SHEETS
FOLLOWING COMPANY. ASA CONTRACTOR TO THE SELLER/OWNER
C2.0 OVERALL SITE PIAN
852h 5, NE
TOPOGRAPHY_ CORNERSTONE IANDSURVEYING. INC.
6750 STILLWATER BLVD. N.. SUITE FI
C2.1 SITE PLAN NORTHWEST
55062
PROJECT SITE
A
PHONE 651.275.8969
PHONE 51.2 5,
C2.2 SITE PLAN NORTHEAST
FAX 651.275.8976
C2.3 SITE PLAN SOUTHEAST
RESOURCE LIST:
EMAIL: DANCCSSURVEY.NET
CEI ENGINEERING AND ITS ASSOCIATES WIL NOT BE HELD RESPONSIBLE FOR THE
C2.4 SITE PLAN SOUTHWEST
ACCURACY OF THE SURVEY OR FOR DESIGN ERRORS 09 OMISSIONS RESULTING FROM
8C� qNE 0O 5t �+'
qq
SURVEY INACCURACIES.
C3.0 OVERALL GRADING PIAN
Da C+'
B. ALL PHASES OF SITE WORK FOR THIS PROJECT SHALL MEET OR EXCEED THE OWNER /
C3.1 GRADING PLAN NORTHWEST
DEVELOPER SITE WORK SPECIFICATIONS.
G. CONTRACTOR SHALL BE RESPONSIBLE FOR THE REMOVAL OF EXISTING STRUCTURES.
03.2 GRADING PLAN NORTHEAST
=
TBY _ _77th Si NE
N
RELATED UTILITIES, PAVING, UNDERGROUND STORAGE TANKS AND ANY OTHER EXISTING
C3.3 GRADING PLAN SOUTHEAST
,=
1
IMPROVEMENTS AS NOTED. SEE SITE WORK SPECIFICATIONS.
C3.4 GRADING PLAN SOUTHWEST
Z
0. CONTRACTOR IS TO REMOVE AND DISPOSE OF ALL DEBRIS. RUBBISH AND OTHER
_
t
MATERIALS RESULTING FROM PREVIOUS AND CURRENT DEMOLITION OPERATIONS.
04.0 UTILITY SITE PLAN
'
75th St NE
DISPOSAL WILL BE IN ACCORDANCE WITH ALL LOCAL, STATE AND/OR FEDERAL
>' Ell
REGULATIONS GOVERNING SUCH OPERATIONS.
C4.1 UTILITY PLAN NORTHWEST
e
r
E. EACH CONTRACTOR WILL BE HELD SOLELY RESPONSIBLE FOR AND SHALL TAKE ALL
C4.2 UTILITY PLAN NORTHEAST
?3W St NE
PRECAUTIONS NECESSARY TO AVOID PROPERTY DAMAGE TO ADJACENT PROPERTIES
DURING THE CONSTRUCTION PHASES OF THIS PROJECT.
C4.3 UTILITY PIAN SOUTHEAST
F. WARRANTY/OISCIAIMER: THE DESIGNS REPRESENTED IN THESE PLANS ARE IN
C4.4 UTILITY PLAN SOUTHWEST
_
ACCORDANCE WITH ESTABLISHED PRACTICES OF CIVIL ENGINEERING FOR THE DESIGN
711th 5t NE 7�huN.-
- -
FUNCTIONS AND USES INTENDED BY THE OWNER AT THIS TIME. HOWEVER, NEITHER THE
C5.0 OVERALL SWPPP
ENGINEER NOR ITS PERSONNEL CAN OR DO WARRANT THESE DESIGNS OR PLANS AS
CONSTRUCTED EXCEPT IN THE SPECIFIC CA SES WHERE THE ENGINEER INSPECTS AND
C5.I SWPPP NORTHWEST
55il154,
u�
COMROLS THE PHYSICAL CONSTRUCTION DN A CONTEMPORANEOUS BASIS AT THE SITE.
C5.2 SWEEP NORTHEAST
- - th 5"Ve
Z '_
-u
G. SAFETY NOTICE TO ALL CONTRACTORS' IN ACCORDANCE WITH GENERALLY ACCEPTED
61th St NE
-
<�
CONSTRUCTION PRACTICES. EACH CONTRACTOR SHALL BE SOLELY AND COMPLETELY
C5.3 SWPPP SOUTHEAST
-' IN
RESPONSIBLE FOR CONDITIONS OF THE JOB SITE, INCLUDING SAFETY OF ALL PERSONS
-
AND PROPERTY DURING PERFORMANCE OF THE WORK. THIS REQUIREMENT WILL APPLY
C5.4 SWEEP SOUTHWEST
A6e1ni'1=
CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS. ANY CONSTRUCTION
-
b
OBSERVATION BY THE ENGINEER OF THE CONTRACTORS PERFORMANCE IS NOT
C5.5 SWEEP NOTES
Ueis1lf-
-lf..
INTENDED TO INCLUDE REVIEW OF THE ADEQUACY OF THE CONTRACTOR'S SAFETY
MEASURES. IN. ON OR NEAP, THE CONSTRUCTION SITE.
LI.0 OVERALL LANDSCAPE PLAN
H. ALL CONSTRUCTION IN STATE HIGHWAY DEPARTMENT RIGHT-OF-WAY SHALL BE
1
Vicinity ty Ma
COORDINATED WITH THE HIGHWAY DEPARTMENT RESIDENT ENGINEER.
COORDINATED
p
I. WETLANDS NOTE: ANY DEVELOPMENT. EXCAVATION, CONSTRUCTION. OR FILLING IN A
U.S. CORPS OF ENGINEERS DESIGNATED WETLAND IS SUBJECT TO LOCAL. STATE AND
NOT TO SCALE
FEDERAL APPROVALS, EACH CONTRACTOR SHALL COMPLY WITH ALL PERMIT
REQUIREMENTS AND/OR RESTRICTIONS AND ANY VIOLATION WILL BE SUBJECT TO
FEDERAL PENALTY, THE CONTRACTOR SHALL HOLD THE OWNER/DEVELOPER. THE
ENGINEER AND THE LOCAL GOVERNING AGENCIES HARMLESS AGAINST SUCH VIOLATION,
Engineering
Associates, Inc.
6Y ME OI
PROFES!
ENGINEERS PLANNERS SURVEYORS
LANDSCAPE ARCHITECTS • ENWRONMENTAL SCIENT7STS
2025 Centre Pointe Blvd., Suite 210 (651)452-8960
Mendota Heights, MN 55120 (650452-1149
NEIL TES
Arkonsas * California * Georgia * Minnesota * Pennsylvania * Texas
WEST QUARTER GORIER OF
SEC. n, TWP. RI RNC. 23
(Pam WRKHT COUNTY
CAST PON MON1 NT)-
BED. R TW. 124 RNC. 23
_ — LAST�PON tDralrfNT)�-_
?,a=
vt�
IXCEPnON ALFA
SEE DETAIL
I I
N89'29'03"W j N36.44'09"W
--1345.64--- I '� 35.17
l
I \ I
I I I
L--- ---------1
I
SEE SHEET 2 OF 4 FOR DETaL5
sl"' AIS• I
r.5�' tis• ct R;'"
n')
NE
s I� A1, 15•
t 4.1
y
T se9•B9'04'-'s —44 - -
Ilk
\ ------- _
I I IL L r
III ,
LEGAL DESCRIPTION (per Wright County tax records):
t The west half of the southwest quarter of Section 19, Township 121, Range 23.
EXCEPT:
That part of the hereinbefore described property described as follows:
Beginning at a point on the east line of said west half lying 28 feet South of the
northeast comer thereof; thence North a distance of 28 feet along said east
line: thence West a distance of 21 feet along the north line of said west half:
thence southeasterly to the Point of Beginning.
Wright County, Minnesota
TITLE NOTES:
t
1. Title work was not provided for this survey.
BENCHMARKS
t
ELEVATIONS BASED ON INFORMATION AS SHOWN ON THE MNDOT GEODETIC
WEBSITE. SURVEY DISK C 121 23 WITH AN ELEVATION OF 943.90 WAS USED TO
ESTABLISH VERTICAL CONTROL FOR THIS SURVEY (NAVD 68)
SURVEY NOTES:
t
1. BEARINGS ARE BASED ON COORDINATES SUPPLIED BY THE WRIGHT COUNTY
SURVEYORS OFFICE
2. THERE MAY SOME UNDERGROUND UTWTIES, GAS, ELECTRIC, ETC. NOT
SHOWN OR LOCATED.
3. DURING THE COURSE OF THIS SURVEY NO WETLAND DELINEATION FLAGS
WERE FOUND OR LOCATED.
AREA SUMMARY:
t
PARCEL AREA PER LEGAL DESCRIPTION:
3,608,647 sq, ft., being 82.84 acres, more or less
APPROXIMATE ROAD RIGHT OF WAY AREA:
87,886 sq. ft., being 2.02 acres, more or less
PARCELAREA LESS APPROXIMATE ROAD RIGHT OF WAY
3,520,761 sq. ft., being 80.83 acres, more or less
UNDERGROUND UTILITIES NOTES:
t
THE UNDERGROUND UTILITIES SHOWN HAVE BEEN LOCATED FROM FIELD
SURVEY INFORMATION AND EXISTING DRAWINGS. THE SURVEYOR MAKES NO
GUARANTEE THAT THE UNDERGROUND UTILITIES SHOWN COMPROMISE ALL
SUCH UTILITIES IN THE AREA, EITHER IN SERVICE OR ABANDONED. THE
SURVEYOR FURTHER DOES NOT WARRANT THAT THE UNDERGROUND UTILITIES
SHOWN ARE IN THE EXACT LOCATION INDICATED ALTHOUGH HE DOES CERTIFY
THAT THEY ARE LOCATED AS ACCURATELY AS POSSIBLE FROM THE
INFORMATION AVAILABLE THIS SURVEY HAS NOT PHYSICALLY LOCATED THE
UNDERGROUND UTILITIES, GOPHER STATE ONE CALL LOCATE TICKET
NUMBER(S) 150070133. SOME MAPS WERE RECEIVED, WHILE OTHER UTILITIES
DID NOT RESPOND TO THE LOCATE REQUEST. ADDITIONAL UTILITIES OF
WHICH WEARE UNAWARE MAY EXIST. OTHER UTIUTIES MAY EXIST ON THIS
SITE THAT WERE NOT MARKED UP.
®rALt8150RE YOU DIGI
Gopher State One Call
HWM InTY NRFA: fifi1154-0002
TOLLFlLFe 1-800-353-1166
OTS EGO
SCHOOL SITE
80th ST NF_
OTSEGO, MN
tCONTACT:
NEIL TES51 ER
SAFEngineering, PLLC
6574 Sioux Lane
Lino Lakes, MN 55014
Phone:612-213-9859
COUNTY/CITY:
tW F21 G H'T
COU NTY
C I TV O F
O—r5 EG O
VICINITY MAP
t
(NOTTDScALn
xra
SEC. 19,T WRIGHT'
U
CRY OFOT MILAN WRIGHT COUNTY,
MINNESOTA
REVISIONS:
t
DATE REVISION
01 -07-15 INITIAL ISSUE
04-23-15 WETLAND LOCATES
CERTIFICATION:
t I hereby verify Nat thls plan was prepamd by
*,=Z,tlirettsupervlslon, and that I am
a July Dland Surveyor viler the laws of
thestate of Mliii, m..
Z2�4=
Daniel L Thurm% Reglsnauon Numbe : 25717
Date: 01-07-15
PROJECT LOCATION:
txxxx
80th ST NE
PID#118500193200
LEGEND:
FOUR 1/2 NCH PON
PGE t WXW
RL54LS75---_--
15tti
FOUND MONUMENT NS NOTED)
SHEEt 3 OF 4 FOR OETAR9
ISEE
GUY WIRE
—>SANITARY SEWER
1 SUlte#1
i�
— — —
O PDWEA roLL
—»—STORMSEWER
—x—a— WIRE FENCE las NOTED)
6750 SUIlwater Blvd.N.
Stillwater, MN 55082
�7 I
Tp TELEPHONE PEDESTAL
I<
0 SANITARY MANHOLE
CURB MM -1
--1230—CDNroU.
651.275.8976
dan@
® cATCH 7ASTN
fA
11�
® FIARED END SECTION
F f �•
11
J{ .Ci'
�
®q waTFx coNraoL sntucnlRE
A
'1
® HYDRAM
R.O.W. BASED ON TRAVELLED CIRWERLINE ACTUAL WDTN MAY Be
BASED ON use. 33 FOOT WDM SHOWN FOR REFERENCE ON.Y.—Y^;-_____,J
SEE SHEET 4 OF 4 FOR pEfALS
1 5t
I
�-:—�-
r-APPROXEWTE NOR1N RA.W. LtE OF 60tA STREET NB.
_r -----
-
� � I
NE
s I� A1, 15•
t 4.1
y
T se9•B9'04'-'s —44 - -
Ilk
\ ------- _
I I IL L r
III ,
LEGAL DESCRIPTION (per Wright County tax records):
t The west half of the southwest quarter of Section 19, Township 121, Range 23.
EXCEPT:
That part of the hereinbefore described property described as follows:
Beginning at a point on the east line of said west half lying 28 feet South of the
northeast comer thereof; thence North a distance of 28 feet along said east
line: thence West a distance of 21 feet along the north line of said west half:
thence southeasterly to the Point of Beginning.
Wright County, Minnesota
TITLE NOTES:
t
1. Title work was not provided for this survey.
BENCHMARKS
t
ELEVATIONS BASED ON INFORMATION AS SHOWN ON THE MNDOT GEODETIC
WEBSITE. SURVEY DISK C 121 23 WITH AN ELEVATION OF 943.90 WAS USED TO
ESTABLISH VERTICAL CONTROL FOR THIS SURVEY (NAVD 68)
SURVEY NOTES:
t
1. BEARINGS ARE BASED ON COORDINATES SUPPLIED BY THE WRIGHT COUNTY
SURVEYORS OFFICE
2. THERE MAY SOME UNDERGROUND UTWTIES, GAS, ELECTRIC, ETC. NOT
SHOWN OR LOCATED.
3. DURING THE COURSE OF THIS SURVEY NO WETLAND DELINEATION FLAGS
WERE FOUND OR LOCATED.
AREA SUMMARY:
t
PARCEL AREA PER LEGAL DESCRIPTION:
3,608,647 sq, ft., being 82.84 acres, more or less
APPROXIMATE ROAD RIGHT OF WAY AREA:
87,886 sq. ft., being 2.02 acres, more or less
PARCELAREA LESS APPROXIMATE ROAD RIGHT OF WAY
3,520,761 sq. ft., being 80.83 acres, more or less
UNDERGROUND UTILITIES NOTES:
t
THE UNDERGROUND UTILITIES SHOWN HAVE BEEN LOCATED FROM FIELD
SURVEY INFORMATION AND EXISTING DRAWINGS. THE SURVEYOR MAKES NO
GUARANTEE THAT THE UNDERGROUND UTILITIES SHOWN COMPROMISE ALL
SUCH UTILITIES IN THE AREA, EITHER IN SERVICE OR ABANDONED. THE
SURVEYOR FURTHER DOES NOT WARRANT THAT THE UNDERGROUND UTILITIES
SHOWN ARE IN THE EXACT LOCATION INDICATED ALTHOUGH HE DOES CERTIFY
THAT THEY ARE LOCATED AS ACCURATELY AS POSSIBLE FROM THE
INFORMATION AVAILABLE THIS SURVEY HAS NOT PHYSICALLY LOCATED THE
UNDERGROUND UTILITIES, GOPHER STATE ONE CALL LOCATE TICKET
NUMBER(S) 150070133. SOME MAPS WERE RECEIVED, WHILE OTHER UTILITIES
DID NOT RESPOND TO THE LOCATE REQUEST. ADDITIONAL UTILITIES OF
WHICH WEARE UNAWARE MAY EXIST. OTHER UTIUTIES MAY EXIST ON THIS
SITE THAT WERE NOT MARKED UP.
®rALt8150RE YOU DIGI
Gopher State One Call
HWM InTY NRFA: fifi1154-0002
TOLLFlLFe 1-800-353-1166
OTS EGO
SCHOOL SITE
80th ST NF_
OTSEGO, MN
tCONTACT:
NEIL TES51 ER
SAFEngineering, PLLC
6574 Sioux Lane
Lino Lakes, MN 55014
Phone:612-213-9859
COUNTY/CITY:
tW F21 G H'T
COU NTY
C I TV O F
O—r5 EG O
VICINITY MAP
t
(NOTTDScALn
xra
SEC. 19,T WRIGHT'
U
CRY OFOT MILAN WRIGHT COUNTY,
MINNESOTA
REVISIONS:
t
DATE REVISION
01 -07-15 INITIAL ISSUE
04-23-15 WETLAND LOCATES
CERTIFICATION:
t I hereby verify Nat thls plan was prepamd by
*,=Z,tlirettsupervlslon, and that I am
a July Dland Surveyor viler the laws of
thestate of Mliii, m..
Z2�4=
Daniel L Thurm% Reglsnauon Numbe : 25717
Date: 01-07-15
PROJECT LOCATION:
txxxx
80th ST NE
PID#118500193200
TOPOGRAPHIC
SURVEY
SHEET 1 OF 4
LEGEND:
t
FOUND MONUMENT NS NOTED)
Pr— OVERHEAD ELECTRIC
t
GUY WIRE
—>SANITARY SEWER
1 SUlte#1
i�
— — —
O PDWEA roLL
—»—STORMSEWER
—x—a— WIRE FENCE las NOTED)
6750 SUIlwater Blvd.N.
Stillwater, MN 55082
Tp TELEPHONE PEDESTAL
Phone 651.275.8969
Phone
0 SANITARY MANHOLE
CURB MM -1
--1230—CDNroU.
651.275.8976
dan@
® cATCH 7ASTN
cssu—Y
.net
® FIARED END SECTION
® STORM MANHOLE
®q waTFx coNraoL sntucnlRE
® HYDRAM
W WATER VALVE
®MAILBOX
CORNERSTONE
x 5W.0 SPOT ELEVATION
NORTH
LAND SURVEYING, INC.
0 200 400
t
FILE NAME SURVSAF75
PROJECT NO. SAF14015
TOPOGRAPHIC
SURVEY
SHEET 1 OF 4
OTS EGO
SCHOOL SITE
80th ST NE
OTSEGO, MN
CONTACT:
NEIL TESSIER
SAFEngineering, PLLC
6574 Sioux Lane
Lino Lakes, MN 55014
Phone:612-213-9859
COUNTY/CITY:
+W F2�G HT
COUNTY
OTS EG O
VICINITY MAP
t
�0 6+6 sr H
INOT TO S -E)) T
� 23
SEC. 19, TWR 121, RNC. 23,
C" OF OTSEGO. WRIGHT COUNTY.
MINNESOTA
REVISIONS:
t
DATE REVISION
01-07-15 INITIAL ISSUE
04-23-15 WETLAND LOCATES
CERTIFICATION:
I he reb Une fy the this pla,- prepared by
e y elrea s pervislmn, and mat lam
d* Lb , -ed Lana Survey- unser the lbws mf
the state 9f Mlnne39ta.
D111d L. T,- Reglitlbl. Nemb,, 5716
Date o1-07-15
PROJECT LOCATION:
+xxxx
80th ST NE
PID#118500193200
Suite #1
6750 Stillwater Blvd. N.
Stillwater, MN 55082
711.171.1971
51.275.8969
dan@
urvey
net
CORNERSTONE
LAND SURVEYING, INC.
t
FILENAME SURVSAFI5
PROJECT NO. SAFI 4015
TOPOGRAPHIC
SURVEY
SHEET 2 OF 4
9-1
x445.1
----(F/4 CORNER OF SEC. R. TWP. 121, RNC. 23
i (fP1W WRILNi CO. CAST RON HONJf1ENT)
4'0-
.] xvz.9 _MICR DITCH
++ /'`
0 50 100
0
ft GORIER OF WEST I/2 OF SW I/4 I
__-_--__-_
SEC. 1'L TWP. 124 RNG. 23------------
' +yaa �i5
1 x +.
x9326
xvaa
z4sto
x .gyp
+
x9xa
x4nn
NORTH
--NORTH LW OF WEST I/2 of SW I/4
% SEC. 19, TWP. 124 RNC. 23
I
o9hP"
,
+
1-
xw]b
x
+ °�;
%
+ m
I+ ��'
x 91,A
%9. °
Xw. x1424 x942.6
Xwza X425
x4 X44]9 x
uwis xwtm L 9x
e•
i x43 ya
k a
-x 9]4
'BA
x4v5 4ay+ ? df4
x4x1
ma,x�+ 3
ave
+ .
x9123 xw2, y,9I w66h ^�
c
aa1
x94 �o
�,5 1
z9ua
'4 x
�x
RB FENCE
`. r k9],w
3
29x,9
.6- X4565 X9xA
%4364
EIQSTNG TREES NOf SHOWN
®995.0 r. %4ls]
ax
1
�. x4uc
.] '� a4 z93]e
x4vJ 8
-.4
x WA
+ x1]46
+� m
pb
x 9419 BARB WIRE FENCE x x1453 sa X9%.f4,]e 4 >'4.'-'
v hz 4U x1466
+9r 9 x9u.s 9X3+^' ex14TWG TQSeS NOT SHOWN
X942D X4 ]m ],
xB X •- �x---�-:A .a 4i5 S
x9441 x14
d I.2 xwRB W'Rr+FEI.'C x�
X1411 x9413
x
.,1.4 -
2000
1421
/a°x
+
4x5 �,'
e:
xwzs
w %9u s
+ +$1 �'%vs.s
X x4v.9 x
x9vs x9]3]
9 x944-,
x911]
xwzs
x142.1 x14 1
o
>x a
'/'
x.
xvsf EXP��66
4N.2k
NCH ORPN TLE END--
x14].6 X-1
v5bx
4 + g. Xw3D
v X4aw t 9�� z9N.2
x14].]
'9x9
K 1644+
�
#142.3
Pry
H
„ +1411
.p x14
d „
xv,b
x9vs
m
X9.4°.6
F
aT"
X9,11
+ a
II
960
x 4ss,
9f,o#
x143 a - 9
x wt4 3 x
xw2A
F`''Y x9,3",
x94, x14..4
.9
x4
x 146.1
9ti.zx
I
$1413
�+ 946.A"
%
3 .0
+moo
+0.14
X4x.a
dl'^+
op9
r.5+
+I- x9uk
x + ,dD
_
#
,19t°P%
9
.°
s% x141
M3ax.,
+ 0.1 n
%944. c
`^� 3
x9345
x4xJ
x4,40
tiy0pa +moo s x
}142 s
914
%9 9
P ..
X934. x43..°
X9n.0
x9142
X1409 - x911
��x + i
a4 +
5
*�
x4x.2 a
X94e 94O
X
9
x914., Xw
P
+
X9x.a
+
r� X 9 X969
s g
+�«
+`
p^ x4xJ
X-1
,ue"x
x9343 X4142 9r4°
o
1+a
i
+9a X.
+
m
+ c
x 9]ba
x v9.z 93A x %a
111.7
+ �.
a
293,.9
9x.9
x93,.6
�4 c+'
wt] �?
- +
+
z4,eJ
xg3B9
%9]Bb
29]0.5 i
a"
k
� of
Xms., s
+w.J z9u
x140.5
�:
x4,41 x9]6.4
x44!5 x439.6
x4,05 x9]41
+�6
p
x%93
u4xD
p
+
x 4Yb
x vsa q35 v60
_ '4
xv6J x966, +
ay' yyk
2
431
X-1
x 9D
y
+°� MCA
.e>"
x 4]BJ X134
+ M19
%
+ +a.> `
X4342
%�'4
x996"9 x9369
x9366
X986
Mt,X
�2.9x
49]3x Xiza +
+�
zve xa5es #q,>ax
b
9319
X4w.z
X9341
x9,°.6
XUJ
x 9sa 9
x9i,.o
95T
vOPb
9se
qq?; + xv9J
..
-
x 9n..
x9sa
_
- - w
x436.2
x9143
X9w.a
#
wn X
xwOJ
x964.7
+
a g 1'
-
x x J m� +�'>
y
4- 3
x4342
x
0
x4a°.,F I,
x9xb xans
�,
-- +x4x5a +& +9
x1413
wwg_
Xw
0..
xanJ
936n a
o.z
xwe.b
+a''�D
x 5611 v9e xx
�e �F
3
ol0+._ xa'Sp3 X1405
xmeJ
x9],.1
•:
x
wwx n
g rF
ds
�2
4602
- 95/ & 4vbX
web
%93ia
/.,X
29,0,
%wD.4
$
I�r
r
W
L9 ,�
x965
x4n.6
°64
x4405
x1415 --
ri
+
965 +
+$t
x
xv4J
x9]e9 °39.-
X zv9,
Xws .
X14L9 a"
x%1.1
+
_. % +
�5
+ - 0665 +
I95s6
+¢,
x14°.1
+
Xwl.l
+a` xw2. x
.W' 9s�.. x95e.4
947 9rt x1425
x14
X,11
x14
x914.]
' xwzs
4
pp
9
+'d' +% + +�' + 4
�y
+ox
x144
x4]4, qO
9
x
,a x1426
_
Y
,
+ v �s>
14fi5x. BT"5
29,05
x%93
4 x9661
1963
+
96 '
X141,%143
M1
b.
wRJ x
29.14]
x414.6
x14.3 x141, R
x#%9 fib+ +�u
s
9,o.lx
#
`<
1460
z °969.9x
+
+$ x
m
�'95BA
---.
_94]0
P+ x x9416
xwls
v9D
x141,
w
x,
z9HJ
x143.2 (\
X
Bi
z
X
3
+
�`p+
2 .9
x9Aa xwo.l
94
x91!6
LSL ,a9 1 V -
3
x
%
414",
x9.0
xwu
Xw2.,
2140.,
x4a u _
a+
x%,x 9auX +
+ +
x14!6
M1
x1402
x14,6 4w.1 x.
,p +
X 142.0
I� �r -
x914.] &
-
+ tf5 &
+'$m>
"'
Xw6z
x9,0.9
-
xwu
X141.1
6+
+
+4 +
9,04 +�
x9425
x905
29,0.]
wG2
wz9x x443.f.
xwu a
_
X414.,
'9
xw6e
14
X9 s.°
+
+ '+. X i
x
xw6o x14!.2
x1429
_
xwu x1466
+w
+orP
x142.1
x.114
s +
X
X
x14!11
x9411
Xwu
%wts
zws. %941.2
+,�
g 1 P
a +Am iF Cr xvb2 +�
'$
- +
xwL,
+
xwv
°19 x9uJ
x141.4
xwu
xwzs xwv
a xwsa s.a zwu
x9143
:"
11 ggqqqO�����dn'
cs z 96� .y1 X
�,.+ I%s.,
x96c.,
x4ua
_
xwis
+
x14!6 x940..
zwu
zws xwv
� xwtc
b
;
S7
-966 - C
+
� x 965 mss° w
42.6
943
]* x14
Wa
21466 x94u
2913 #
+ - .95,.0
� kq�
9s.z z%a
^II
%142.,
x-4
x442.4
x142.2
x9163 +p
xwu
414, %
Xw x14!.4
..462 29633
>
xwu o
x911.6
Xw4a
-
X
°
2142]
z94t,
zwu
x
x143.],
w
+y XablV
+�-
z 9u.a X
Vx9435
x1416
x4au
w`e
+_
x941.8
XwI.B
1
d x146., x4,a. 1 xwt,
0
9 142.0 x
J r' Pe a + - g, u
z 9$ ? g.1 6
+&9
a
+ +
Fv
xw3D a
_ x941.1
459.5 m
&1
9.
x143,
x4111 x143.,
zw3.a x4n9
x942.1
xwzs
�,w
xwsa X 0 s
+,�-
x942.4
x4129
a
`
9av X
% 3
w., %44]6X"31
x1423
141.9% X914.4
+ X14,
x4.5.9
x143,
3 +-+$1
g-11, D H
+
xw2.,
x6
i-g9p x14].,
xwzs p^'
29431
x94].1
x1496 +yS -
44zs.
p x9uJ
11-4 Jx�
4 -
1414%
}
x144
+
x4431
Xw2,
94..
'" R:J
+
P
x W6.
xwzs x4n.s
%9411
Xw w.z+
0.1
x4,].2 x4461
z943B
x14].4
244]3 2944.1
a,. x1466
•
_. x1443 1d.
+o>o
x4411 a,5
x91]9. X9.3D Xw2
c 455 J
9a5.9x 9549e -
+o 1
'.+x.
OTS EGO
SCHOOL SITE
80th ST NE
OTSEGO, MN
CONTACT:
NEIL TESSIER
SAFEngineering, PLLC
6574 Sioux Lane
Lino Lakes, MN 55014
Phone:612-213-9859
COUNTY/CITY:
+W F2�G HT
COUNTY
OTS EG O
VICINITY MAP
t
�0 6+6 sr H
INOT TO S -E)) T
� 23
SEC. 19, TWR 121, RNC. 23,
C" OF OTSEGO. WRIGHT COUNTY.
MINNESOTA
REVISIONS:
t
DATE REVISION
01-07-15 INITIAL ISSUE
04-23-15 WETLAND LOCATES
CERTIFICATION:
I he reb Une fy the this pla,- prepared by
e y elrea s pervislmn, and mat lam
d* Lb , -ed Lana Survey- unser the lbws mf
the state 9f Mlnne39ta.
D111d L. T,- Reglitlbl. Nemb,, 5716
Date o1-07-15
PROJECT LOCATION:
+xxxx
80th ST NE
PID#118500193200
Suite #1
6750 Stillwater Blvd. N.
Stillwater, MN 55082
711.171.1971
51.275.8969
dan@
urvey
net
CORNERSTONE
LAND SURVEYING, INC.
t
FILENAME SURVSAFI5
PROJECT NO. SAFI 4015
TOPOGRAPHIC
SURVEY
SHEET 2 OF 4
a gu4 Xw°3 - OTS EG O
1a xw,.i xgN.l A43 -
xlae x131 x +47+ %9NA x14.1 wg x156 w' z9N3'� P \�53
x94¢ xw>.5 x x134 %19.1 9Na x 3. +e XX-+ xw' x ab 99,x\ �9 SCHOOL SITE
X
wt>+ x q,s.° x9N.° xa3z x9+.3 xwss Xq,s3 xw..c X14.. Xw3c xwv xwu \ C 3
+
94 w,a 151 T' n 9y ,1,
x N5 X1t, %1N.] x131 XgNe XwJ xw3a x93.1 X x141.. q44.1x14.9 w:, P s/ +Zl a 80th ST N E
°+x X-1- - -- -_ - 944 - xq,4� x1,1., ° OTSEGO, MN
w x949.> x4,¢3 x9N.9 +cu Manx xwa.0 x14.4 9.� Q�j� " + X
Mai* x139 x9uw x9ua s.0 2949,4 %1>i x1,4] 214.4 x143+ Sf :I,.
131
x z.> xw3F
xaas ^ CONTACT:
oT''+ X13] x9N ° xw x122 zw>4 Xwv Xgw_g '+ x1z qua +,g, a " 11+NEIL TESSIER
X xwo.s xwas xwu °x xwz3 X9u> xwsb x xwu 12.1x, �` xq4 u x1¢4 z x e w
SAFEngineering, PLLC
X wsa > %"'3-0 x9423 6574 Sioux Lane
-�Wuwd Lino
"xa* xwu x 55014
192 x193 x9,4.] X.11 P z9�.1 Xwzq 49 .� .x1..9 xwm _ xg41.1 X + a+ mJ x l Phoned 612 2N3 9859
xwu Xwz.9 � s + I X NORTH
M]b* WgmX x9 g4j,X
+ p.l %wa.l %9+32 y.1 u x1,93 x9 x126 �
Xg,9s. x193 xaz.1 9y ,.�' Xwz.
Nas xaxSX xww.¢ a X ° + + x143, x1,a.z z1,zzbX .1 x x m
3 ,L Xwsa x131 a
14 + x126 xw2.t + '+ x94.
COUNTY/CIN:
Pp %91pD 10.32 x9N.1 x 2130 x131 p]. x +
X q4v 1z.1x x1v _ + - - + ws>X W F2 G H T'
i °•:2 wz.a b X9N.1 xg+ng XgN.z _ x9N.1 R zwa3 +'wz> Co U N'TY
qu¢x Y 9.1 x1°.4 xwu X14. x x9 * Xq,3, Xq,3a +
x123 %9,s.a Mqc x13+3 +g�. %1 x133 %wa, C TY O F
wp1 X9,u Xwsa 1sgX x %1332 xvza" x14.4 x ,38 x1.3.¢ x196 x, 1N3 q.a.p OTS EG O
x9,3.1 x x
101 x9394 o „+ X9+13 x9u4 Xgs1a 1s<a X xwv FOND I/2 NOH PON PPE +-
z x121 xgN.c x„43 y2lx + 4. q,3 z1+11 xgN3 qN.a IURKEO RLS415]B x9Nb --------------
C-N.
___-w, >
-N. UNE OF SWI/4 OF 421/4 xgsn + VICINITY MAP
4 aU SEC. 19, TWP. rll IZNG. 23 x1u al +
-� - -�-lq 1.n -+ - =9 za xazz, x9N1-
4m3 x93ap ,�p,x 9 1
x
x
xwzl x1.69 9n°* X-3 x9ss1 939., + xq,v x� x143 x9uq xq �t 's+ � %-
xwu qe.9 xgss.a
-461
xq b w "
X_ x113 v+ 8 x91a.> _ _ x49x9 d x194 X 3 d ✓4n q,¢z9s �O !rE ea, Sr N3
x11.4 ua9x d x994. m X - _
4 q5 fix X16 (NOT TO SGLE)
xwu �9* wsax x xqN.> xwcc x11+ 3'1.1 er * Xa,:
�,, x 99v Y
44/ xwu xwv XgN9 + - : xwcs wb ti xgN.gx/ my"' ���/ eom<,b
+ °+ 3 x1+66 4.1 qaq* X +wem - +mp^, q.. a' Xw9e X", I +
¢ j�X
X 113 +°� x 9+]z ° q ]� x x wsz _
y�o }fib x15.4 g'4q x z , X.I.d v CITY OF OisELO, WRILHT COUNTY,
X_ 94¢8 a* - + - - _._-- u.g nl ^ MINNESOTA
x x9966 xgau wlpx nalbf x9Ns x9,9.4 X9Ke -' %w¢3 x943)
4T° -EX. OATLN BASN %9499 --- q-
-':q., " d" ,ea REVISIONS:
NV W=93a5 81 PT + xgN4 vN9 +e �" Xw1a d'�+ XI z', RI DATE REVISION
•> NV Wi34.5 UNABLE TO 3EE SIZE x4a.c 934.. xv93 �P 1'•, ° ' + xq+,.¢ +
NV N�934.4 Q' %418'1 % q.4>X x9,>s xw1'e x169 4'9bk x149a �c 01-07-15 INITIAL ISSUE
-TOP OF .4 12' 9CP IS TLTE9 - %9t xlzb 9N xw>c x111 tl�_-- I 04-23-1 S WETLAND LOCATES
x103 '>x * MN* x913 +11 p X9413 + EX. F15 xi ` gI EX. FES
x1N3 ' .9 WsvX x9,6.1 M6' }x94>b x94]9 xw>.> Xwe.l
1�" a NV=9413 I u I NV= U
01 1Pn6* * x13 x9,33 X946) �" x199 x163 { X x9438
x x93]1 xau.1 MA _ - xwe.o ok e^ d
z4Nb w6° x1+26 falx xwe.g + xg4>S %qa1,* zlpa ;s BI
Y a 1N3 x b CERTIFICATION:
X
j NO6x xan.] x93+3 x9316 Xa>a9 w4 x12.0 wa3 sg -.-- _ xw9e+ a^ i V Ihere hat thls Pervs Doran tlh
.w by vert fy t p pare y
g4c9x xqu.p -- -- Xgae4 .F wm I xgl ad,ly Llcensedtantl Suneyotiulntler thetlarvsh. lof
�� xa9g4 X x116 x109 zw>, x141 X.I. II', the stare of Minnesota.
,g9Ax x,N.4 xwap xw]J ,ilk14P '1a �Lft1a6
Fy bx Xv>4 xaeJ xgau Mix b x9 o3 x1Na +fie xww x,Na I y: IIgN.o
1 qye x1n9 xwao
ti5' o oamN t. Tnurmes Re916tan°9 Numtec zsn9
x wlb + %1+03 + xqN.> x9u.9 �' * 'a• w2A
xm9s x9941 wag+ Nro4 z o + I " P I Date m-m-ts
WF X°''v ,503 xw].z
d
7`x X1x.1 P� xan.z lob xay.l x19] gi6nx %4s ._b
xnlb zw>J x1+49 °fie ag} Iy
Q
yS 9meX z Xroz x9nb 94 x19.3 zws9 X1Na ax
+. a x 9n rvl o- a - 'pOQx + w• +
Xg 1 d°P x9Na er x952.1 X_x146
} X_z9ad xNeJ +� a�1 + xrn3 _ 1z, x9sae Pv+ X_ x I Qd XSI e
+ Xg52.e + x193 x1>a X_ xw..c X14., +I w I m PROJECT LOCATION:
x Nab a' x ax , d'
x4364 x9391
Xx419., x 'F + xv9.9 993.�g... x95 �- -7a dJ x1>.6 k x149
mglx xa».> g 3 x149 z X9.4. Xqus
91.6 wd 2 x94 "xq�a x, t+ >.+ X-1 a, x14. ._e x9.1 a 3 80th ST NE
X434..
X-1 . X1.a Xxg9z.p - 493. + - _x1N, sl ae% elf
9w3x x48.5 XN9¢ ; ; g + q X",b x1.19 x194 y PID#1 1 85001 93200
x X91°3 X9„3 x9N9 Xg4¢J X Xw4w Xwa9 x139 +I a" 132
X _ xre3b
x4196 %4399 x931.1F, ' 9w.] X91 ,530 >.9 X11 x19.] 2133 v
q,a0x xroe> Xv14 + x zi- -_ x x95 u
SL + X
x116 &' +� e+; o .952._ x19.] x133 14S
+1
v9_.9 9 xaw.4 xw0.s x 1s+1 + + +�' 9rq o95/.. x11.4 ,c' x1+3, l9Da r -MITI Suite#I
awax +1,2°39 - - xawl + xv1+ - u� " qp �a 9+ a _ - `1 ,a d M1sx xlza X9"'0 I % ' I 6750 Stillwater Blvd. N,
£ vs - Stillwater, MN 55082
xgN.9
x1411 3 zgN.1 x1N.e `^°�q"+I I Phone 651.275.8969
t9 x4,°6 mq,1x zg4iz - �a + +- x9N xwzb a Fax 651.275.8976
X- xgws .. ag" '% °'e• %- 9 zws9a d" dan@
49yyx Xg54a x991] 4 v .: v 2143 d x111 x4,1.1 I 6�I cssurvey
.net
.q a'93ga ,�; '• -941. X 60' xlub xgNJ z1N.e ga46 X1,.4 z9N.c X9,4]
wo+ xaw3 gw9x xwu xwo.4 xga99 pyx qaz x➢_ x 19.4 +xg46a x9Nb x1>s x x11.4 P I dN a I
x
940 x9,4.9 9 94th a �2a
`0 + x193 xgNa 4411E u 944.] xW.q }I I
z +0 x103 * +W d } ofd x
gW3x awR xwa3 x1 -.7+g 940 1 w a 94¢12 °0 x14¢ I o. "
X144 x19] v X,42.1 I` ', CORNERSTONE
xw1.z x94° xq,a. x19.9 Xw>s 1B w,b x9N., 1a
w°.zX xq°.1 1P, v > +ate x19 dry d I LAND SURVEYING, INC.
X9wb x J �° w`
' x X 13x13 xg +
oa"+ x19.9 dp +q.¢, X -a ° I X I FILENAME SURVSAFIS
x X 949.4 °
--- - 942 +4.0.r + xg41a ]a X9,43 Nw q x I v 3 I PROJECT NO. SAF 14015
X was +97 -- xwu * 4`eq x,n.9 x136
wt,x wb x19.4 X94ed x123 m wa X11. xww., X1°3 -',b, r' + 94 web' gN.1 X14.4 I d' n I TOPOGRAPHIC
x9,4 xq. * q+2a
%91.6 - SURVEY
SHEET 3 OF 4
I` 3949.3
SOUTHWEST COpme OF X- ,L-
SECfDN Fl TOWNSHIP UI-.
RANGE 23
(paw WRIGNr COIN"
CAST RON NONRF31r) . E
EX $TTN -----
W 1':948.1 MS
NVN-9443
NV I I
E�944b
RM -947.2
NV -943.7 I , I
ISRLP ----- -
xwd -4-
X-4
94a<xwaw
xg4zA +
x9.a.c xwza +rya zwv 9,a4 '
x way
xwae x9w3 --,t a
xv.a.x x9wa
X9wA
x 9wa $e
x,w.9 xw4.9
XwID
942- +R
tR
_
>
"rne-
k95o,> x440
40.4
ny,vn
�-�- _`..
%- 945
7 -
+k,rq' +,.. X-)x9a.9xw]B1 x9-9 x943.9
X
-94e - - -
•••.•.
44.3x7TTa1E1-94ER
f
x
X00 OVERHEAD ELECTRIC
o,a.
x 9.1a
x9,RA
tl
%9 d3
w-0 ''.
, `�.q� ,,
wadx •
-»-sTORM sm.
xw1
ICT
(PER
NV W#5.0
ICE -944.1 I
Phone 651.275.8969
"4'g+
%wL9
w4a
x94Pd
Fax 651.275.
+
+ a
�
:+
e 9
94>.a ��
\�-
w4,
Xwda
��X946D x9,6.6% x9411
�
x9,6' v
/
xwza
9
xwa.1
p
}-943-
1141-
I
94>5* I n
I`
.Det
NORTH
® FLARED END SECTION
xHu/.
xwo.>
}
947-�
/
.'v'
_-
WATERCONTROLSTRU--
v
_:947
� *°-
-TER WATER VALVE
II
CORNERSTONE
I
x a,.
11441�
+��
`
I
xwl:
X915a
%w4b %4w.4 x9btZ
�
,+
LL
FILENAME SURVSAF75
I
X".
X91aE
xw4.0,3
%w>.9
xw1]
xMaS
- I LU
%ws3
_-�
\
`
Xwss -4,�
`k9.`\
,..
\ �� x913♦
y°If w2 X913.5
xw43
h
Ia
%9wd
_
'�\
u --\
x9u6 .,
�-
xwzJ
xuaa
xwa.i
+
i
946..
xw
` _\
xwa3
Xw21 Xw24
xwss
d '
x9n.1
1
.+.. 9s
\_
+�} -
x9a1c
xwa:
;X41aa
\1
wsJ
e
A
to\x948
91t' 9*e
>
Xx9,pD
x91ab
x9,6.6
I
f L•',,
i .,
wa
Xwu
x 51
Ai
�\
+
L•
x9,3)
9 0
x
�I
\
` '..
+
...��.
+
+ i
. �
z.q X94aA
•.
b+ x9.3.0
Hez 9Ma a!A
\9w3
s
X -a \,
(1
xwz4
Xw&7 zw>.9
� _ o."
zw3.z
xw3A
\
+�
n
5
xw4b
xwsA
yq<5D
`
_ - x
o4
+�v
\944
39164
X9nA
-�_
_
9„3%394>o \
x9u6 X94.1
\
x9W.6
Xwx xwu
x9,0.0
x wST
�1
X,4).9
_ Xw6J
%wen a \
�.
x9
X9Q3
%MtJ
9ije
I %
NAa _-
X9AD
I 4
+
xaa0
\
xwL9
-
x9110
I
%ws3 xwe3 Xw11 X9fl., x54e ,Ai x914) ao
e xwza +; - I3
wsA xwss ua , xg4e.a x -
x9ua
x wad x ws 6 z3
y)rO 40.1
xw53 x9459 _+ zw]3 x9,Ga „ - XMOA'y -t ,`1 9+ �/ / x x.9wA - - __WE7L0lD AS DELINEATED
FI,, � x94e3 ,x wa1 'X_�gpa/ Y x BY KJOLNMIC xwle
xwsE xwsD x94e4 y¢6j4 o- w - 1 - EMMOtE'DNfAL SERVILE$. +°t p
XwsD ,y x9n.1 x9wA x9uz x915. %w33w Xx wa.o 11 NOON APRIL 22. 2015
X9f>a _ _ _ %w4t I 14 t xga]5
%9NJ :J`:4� st916) X %w93 xw4) ( 1
% 9wz x 1
xws) �t•' 9wa x9wa Xwv x9nd gud 9,3D' t ,M1 xwa.s
x y x9.26
X wsd X9%Z ;.V,. xwlb - x9,e.6 xw65 w2>�
X w>.z. A5O]Xq'
xws3 x9uwa] IIT ` xw\ xwze „ IX
I _ X9Kb x9w.d x9,6b x_
x9669 ( x" X950.1 x9wB m
A/ 3x Iv`
39432 x9nB b x943+Xwe3xw x9451 _� _ v z9 a 94ae > � / x"Ie
x%rol6Lied 394]3 Q x-ixw4D o w15 wz9 24' RWeo 9xwca � x x EK PE$%wea '.�" Xw>aq�let JWID X9wb - tA94}> %x91>] w _wM 3913.5 XN93 - - NV8#0.4Axxwa]y4y' aw°xxw>a 9+4) w4. xa\`a 49B x 908 00 X9b3 %94]) %qO3 xw]a a X9M3 x oXwsa 0x9 w11 NV -4{3.03..- 1 x0.ro0A _�6-xw»� Xwe. ~.Sas -xw94 x9.e3 �*� _= ,H]3 _ x9_�__�_ -..-- s1�?`B 9� .�
RCAF-- SSC ia.,
-
"rne-
k95o,> x440
40.4
- TP 9 '+ ,
o0-xne-
�-�- _`..
%- 945
7 -
3 ;*-
Ws 4(1-*x6D
w 9 nr
X
-94e - - -
4N
- - �I -
44.3x7TTa1E1-94ER
FOUND MONUMENT (As NOTED)
X00 OVERHEAD ELECTRIC
SNite
F,-,
6- G - ft
> SANITARYSEWER
N.
� 6750 Stilhvater Blvd. N.
-»-sTORM sm.
Stillwater, MN 55082
ICT
(PER
NV W#5.0
ICE -944.1 I
Phone 651.275.8969
5
- --Rf1-94EX. CS
® TELEPHONE PFD6TAL
-a- WIRE FENCE'V,g NOTED)
Fax 651.275.
7.1
NV=413.4
'
LOT .4
/
® CATCH BASIN
.Det
NORTH
® FLARED END SECTION
0 50 100
OQ STORM MANHOLE
WATERCONTROLSTRU--
HYD-
-TER WATER VALVE
II
CORNERSTONE
M41EBD%
Rf1=454A
`
I
LI.I LJ.I
;;
�
FILENAME SURVSAF75
I
I
I wZ
Y
- I LU
a
.ZR.,- , ,...,,
...... I
4a;r _ x40.4_/ Lire _
X99.9
SOUTH UNEOF SW 1/4 1`
SECTION 14, TOWKSFP 124 RANCE 23_--J
a 4 qµB* x w9- r 9w 1 i EX FCS
EX FES 1 ^ d x RCP -I#
l_ FES NV -990.
H✓#3.5-+I J NV#2.4 WV#22
SOUTHEAST CORNER OF WEST 1/2 OF
1/4 SECTION FA TOWNAP R( RANCE
OTS EG O
SCHOOL SITE
80th ST NE
OTSEGO, MN
8I
CONTACT:
I +
NEIL TESSIER
SAFEngineering, PLLC
6574 Sioux Lane
a I Lino Lakes, MN 55014
Phone: 612-213-9859
I
k� I
COUNTY/CITY:
^ I COUNTY
C 1 TV O F
IT II� OTSEGO
n
VICINITY MAP
(NOTTOSC !-E)
1-J eC,6 ST rE
n� EX RL7
NV#L9
SEG 19, TWP. 111, RNC. 23,
Wf 0 C1rY
OF DTSELO, SCOUNTY,
5 MINNESOTAOTA
x17 Rcv REVISIONS:
wz +
'e. RCP DATE REVISION
P NV#LI 01-07-15 INITIAL ISSUE
04-23-15 WETLAND LOCATES
8 i9W.9
8ji CERTIFICATION:
I hereby certify that this plan Yras prepared by
thundermydirectsuperVlsion,andthatlam
B c a dblY Licensed Laad Surveyor under the laws of
/ e the state of ininne�s�oOn�/''
X Fes k Daniel LThurmes Reg) ca, Numbe. 25719
-9'945 Oate. D1-07 IS
PROJECT LOCATION:
+xxxx
80th ST NE
PID#118500193200
TOPOGRAPHIC
SURVEY
SHEET 4 OF 4
LEGEND:
+
t
FOUND MONUMENT (As NOTED)
X00 OVERHEAD ELECTRIC
SNite
6- G - ft
> SANITARYSEWER
N.
� 6750 Stilhvater Blvd. N.
-»-sTORM sm.
Stillwater, MN 55082
-o POWER MLE
Phone 651.275.8969
® TELEPHONE PFD6TAL
-a- WIRE FENCE'V,g NOTED)
Fax 651.275.
Or
O SANITARY M1ANHOLE
NRB fTYPICALI
--?30--CONTOURS
dnO
CSSu-Y
® CATCH BASIN
.Det
NORTH
® FLARED END SECTION
0 50 100
OQ STORM MANHOLE
WATERCONTROLSTRU--
HYD-
-TER WATER VALVE
CORNERSTONE
M41EBD%
X 960A SPOT ELEVAnDN
LAND SURVEYING, INC.
FILENAME SURVSAF75
PROJECT NO. SAF14015
TOPOGRAPHIC
SURVEY
SHEET 4 OF 4
�r r
IWEST RTH�ASI
si-i—' � 1
i _S i HE''ASII
\ l
I
I
I
I
I
50'
i
BEFORE y� 4
X,
es
s
Sy
Fsorq CRS gy
0 SO' 120' 160'
ONE
SCALE IN FEET
t.
If I
�I I
I
/ RETENTION POND
\ \ / 30 66 .
R.O1 .W.—
_CN I I
EXISTING LEGEND
DENOTES FOUND
HAND HOLE
MONUMENT AS MARKED
TELE/ELEC BOX
WELL - -
ELECTRIC/GAS METER
WATER VALVES
GAS VALVE
HYDRANT
CURB
CATCH BASIN/STORM MH
CONCRETE
CULVERT/F.ES.
ELECTRIC LINE
SANITARY MANHOLE
TELEPHONE UNE
CLEAN OUT
FIBER OPTIC LINE
SIGN
- --
WATER UNE
STORM SEWER UNE
UTILITY POLE _SANITARY
LIGHT POLE
SEWER UNE
_. _-_FENCE
PROPOSED
CONCRETE CURB AND GUTTER.
SEE DETAIL 0IA/01 B.
® CURB INLET
OPROPOSED PARKING SPACES
LIMITS OF SIDEWALKS
i
BEFORE yon
Ci �jy
6S
A
SAO
60' eD'
rq
I '
ONE CP��'
scale uI FEET
EXISTING LEGEND
- DENOTES FOUND -' HAND HOLE
MONUMENT AS MARKED TELE/ ELEC BOX
WELL - ELECTRIC7GA5 METER
. - WATER VALVES GAS VALVE
HYDRANT - CURB
I
- LATCH BASIN/STORM MH - -_' CONCRETE
CULVERT/F.ES. - ELECTRIC LINE
RY MANHOLE _- —TELEPHONE UNE
0
I
-- FIBER OPTIC LINE
CLEAN OUT
-WATER UNE
SIGN
- -STORM SEWER ONE
1
UTILITY POLE -
SANITARY SEWER ONE
LIGHT POLE
— — FENCE
PROPOSED
CONCRETE CURB AND GUTTER.
I
SEE DETAIL GIA/01 B.
® CURB INLET
OPROPOSED PARKING SPACES
LIMITS OF SIDEWALKS
GENERAL SITE NOTES
A. ALL DIMENSIONS SHOWN ARE TO THE FACE OF CURB UNLESS OTHERWISE
NOTED.
B. UNLESS OTHERWISE SHOWN. CALLED OUT OR SPECIFIED HEREON OR
WITHIN THE SPECIFIC ATIONS ALL CURS AND GUTTER ADJACENT TO
LL
ASPHALT PAVING SHALL BE INSTALLED PER DETAIL PAVEMENT SHALL
BE INSTALLED IN ACCORDANCE WITH DETAIL OSA OVER THE ENTIRE
PARKING LOT AREA AND ALL APPROACH DRIVES.
I
C. ALL PARKING LOT SIGN BASE SUPPORTS SHALL BE INSTALLED PER DEFAIL
12F.
0. ALL ACCESSIBLE PARKING STALLS SHALL HAVE SIGNAGE INSTALLED PER
DETAIL 09S.
O SITE NOTES
128 41NCH TRAFFIC YELLOW STRIPE
®
ALIGNMENT
128 41TRAFFIC YELLOW ALIGNMENT STRIPES (TYPICAL)
12D 4INCH WIDE PAINTED YELLOW STRIPES. 2.0 FOOT O.C. @45 DEGREES (SEE
SIZE INDICATED AT SYMBOL)
TCB
70A PIAYGROUND. SEE ARCH PLANS
�9
70B LIFT STATION. BY CITY
'
70C RETAINING WALL SEE STRUCTURAL PLANS
I
8210'oN
El SITE DETAILS
uFrsTAn
rw
FIRE 948.5
03C
03C WHEELCHAIR RAMP IN SIDEWALK (TYPICALAT EACH DRIVEWAY CURB RETURN)
F/3'
030 CONCflETE SIDEWALK
mss.
08A STANDARD DUTY ASPHALT PAVING
OBC HEAVY DUTY CONCRETE PAVING
095 ACCESSIBLE / VAN ACCESSIBLEPARKING SIGN
09U ACCESSIBLE PARKING SYMBOL (SEE PAINT COLOR INDICATED AT SYMBOL)
�f.,.
10A TRAFFIC FLOW ARROW
CE4
IIA°DO NOT ENTER' SIGN
11G `LEFT TURN ONLY" SIGN
FIT
11K 'FIRE LANE - NO PARKING' SIGN
IIK
109
12G STOP SIGN
70A 86- 12CU BE AND GUTTER
I
70B D4-12 CURB AND GUTTER
11190'
70C CONCRETE MAINTENANCE STRIP
700 CONCRETE AT ENTRANCE
70E FOUR SQUARE COURT
70F BASKETBALL COURT
709
700 SOCCER FIELD
70H BASEBALL DIAMOND
I
70J DROP OFF/ PICK UP MARKINGS
11910
TO 79A
70K STAND UP CURS
IQL
I HEREBY CERTIFY THAT THIS SET OF PLANS AND SPECIFICATIONS WAS PREPARED
BY ME OR UNDER MY DIRECT SUPERVISION, AND THAT I AM A DULV LICENSED
IIK
PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA
04
!YD. TOC
/�/J_ //n—�y��
9/22/2015 26364
NEIL TESSIER. PE DATE REGISTRATION NO.
u
SAFEngineering, PLLC
D�
Site and Athletic Facility Engineering
i0C
6574 BI— Uene 512-213-9859
1
1 -Ino Lakes. MN 55014 nrt.ssi.r@OmaB.tam
O0.1C
Q
20
31
29013 9/22IS A7 CMB CMB CAIS
_
R3°'
030
CEI PROJECT NO. INR7AL DATE DPOR PM DES DRW
OK
70D
ELK RIVER ISD # 728
I
�
H5'
> p5
..3C
Engineering Associates, Inc.
113
K�1 NB'
ENpNEERS PLANNERS SIWYEYORS
AA
* 2J
ND P TECTS TAL
1u
Iso
.1
2025 Canfre Parole Blvd.. SUR. 210 (651)452-6960
095
TYP C511
IIK
Mend— Heichts. MN 55120 (650452-1149
9 B
SITE PLAN NORTHWEST 9 �f5 Na
1155'
C2. t
DIM
tsA 47.18' 1
OTSEW E -B SCHOOIL 4:29 PM
REV -1
ssma-Avol-ar 1m� m vranrm/o A.amATES wc,
'Oi
a�
R210'
LIFT STATION
FFE 918.5 03C
R3'
IIA
OBS
FIT
K 706
R190'
P9101;
]OE
1
It t"jl
1
ss�
F
O
IXCP��' y D co
so' so
ONE
_ SCALE IN FEET
— --. — EXISTING LEGEND
DENOTES FOUND HAND HOLE
MONUMENT AS MARKED TEE/ELEC BOX
WELL ELECTRIC/GAS METER
WATER VALVES CAS VALVE
HYDRANT CURB
CATCH BASIN/STORM MH CONCRETE
CULVERT/F.E.S. ELECTRIC LINE
SANITARY MANHOLE TELEPHONE UNE
CLEAN OUT FIBER OPTIC LINE
SIGN WATER LINE
UTILITY POLE - -57ORM SEWER LINE
LIGHT POLE -- SANITARY SEWER LINE
— .— - FENCE
II
PROPOSED
CONCRETE CURB AND GUTTER.
SEE DETAIL 01A/01B.
j ® CURB INLET
OPROPOSED PARKING SPACES
LIMITS OF SIDEWALKS.
I
GENERAL SITE NOTES
A. ALL DIMENSIONS SHOWN ARE TO THE FACE OF CURB UNLESS OTHERWISE
NOTED.
D. UNLESS OTHERWISE SHOWN. CALLED OUT OR SPECIFIED HEREON OR
WITHIN THE SPECIFICATIONS: ALL CURB AND GUTTER ADJACENT TO
ASPHALT PAVING SHALL BE INSTALLED PER DETAIL 70A. PAVEMENT SHALL
BE INSTALLED IN ACCORDANCE WITH DETAIL OBA OVER THE ENTIRE
PARKING LOT AREA AND ALL APPROACH DRIVES.
C. ALL PARKING LOT SIGN BASE SUPPORTS SHALL BE INSTALLED PER DETAIL
12F.
D. ALL ACCESSIBLE PARKING STALLS SHALL HAVE SIGNAGE INSTALLED PER
DETAIL 09S.
Q SITE NOTES
IZA 4INCH TRAFFIC YELLOW LANE STRIPE
j 1264INCH TRAFFIC YELLOW ALIGNMENT STRIPES (TYPICAL)
12D 4 INCH WIDE PAINTED YELLOW STRIPES. 2.0 FOOT O.C. @ 45 DEGREES (SEE
SIZE INDICATED AT SYMBOL)
70A PLAYGROUND, SEE ARCH PLANS
700 LIFT STATION. BY CITY
700 RETAINING WALL SEE STRUCTURAL PLANS
❑ SITE DETAILS
03C WHEELCHAIR RAMP IN SIDEWALK (TYPICAL AT EACH DRIVEWAY CURB RETURN)
03D CONCRETE SIDEWALK
08A STANDARD DUTY ASPHALT PAVING
080 HEAVY DUTY CONCRETE PAVING
09S ACCESSIBLE / VAN ACCESSIBLE PARKING SIGN
09U ACCESSIBLE PARKING SYMBOL (SEE PAINT COLOR INDICATED AT SYMBOL)
10A TRAFFIC FLOW ARROW
11A 'DO N07 ENTER' SIGN
11G "LEFT TURN ONLY' SIGN
11K'FIRE LANE - NO PARKING' SIGN
126 STOP SIGN
70A 86-12 CURB AND GUTTER
708D4-12 CURB AND GUTTER
70C CONCRETE MAINTENANCE STRIP
70D CONCRETE AT ENTRANCE
70EFOUR SQUARE COURT
70F BASKETBALL COURT
70G SOCCER FIELD
70HBgSEBALL DIAMOND
70J DROP OFF/ PICK UP MARKINGS
70K STAND UPCURB
III NTE—Al �.IIRR
I HEREBY CERTIFY THATTHIS SET OF PLANS AND SPECIFICATIONS WAS PREPARED
BY ME OR UNDER MY DIRECT SUPERVISION, AND THAT 1 AM A DULY LICENSED
PROFESSIONAL
ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA
//L is -7F 9/22/2015 26364
NEIL TESSIER, PE DATE REGISTRATION NO.
SAFEngineering, PLLC
Site and Athletic Facility Engineering
6574 Sioux Lane 612-213-9859
1 Llno Lakes. MN 55014 nrtessieKdOmaiLcom
ELK RIVER ISD # 728 1
Engineering Associates, Inc.
2025 Centre Pointe &vd.. 1"i11111 (651)452-8960
Mentlot Heights. MN 55120 T65I)452-1149
SITE PLAN NORTHEAS°y — NO
OTE GLAE-8WHOM
4:29 PM C2.2
REV -1
Ol'SEC^j-O E-8
FFE - 950.50
i
RX
70K R3'
R64'
i 1
121
MONUMENTAS MARKED TELE/ELEC BOX
70C
WELL ELECTRIC/GAS METER
t78 —
24' 20' 20' 24'
20' 20' 24' 20'
20' 24
CATCH BASIN/STORM MH CONCRETE
�.., LK
SANITARY MANHOLE - - - -TELEPHONE LINE
CLEAN OUT - - FIBER OPTIC LINE
p" 2•
SIGN — 'WATERLINE
--'STORM SEWER UNE
UTILITY POLE
- --- SANITARY SEWE0. UNE
LIGHT POLE
-- FENCE
PROPOSED
DE
}
CONCRETE CURB AND GUTTER.
C C
SEE DETAIL OIA10I B.
® CURB INLET
12B
123
LIMITS OF SIDEWALKS
� � �
GENERAL SITE NOTES
*
NOTED.
_,•
�
20'.24'
BE INSTALLED IN ACCORDANCE WITH DETAIL 015A OVER THE ENTIRE
PARKING LOT AREA AND ALL APPROACH DRIVES.
C, ALL PARKING LOT SIGN BASE SUPPORTS SHALL BE INSTALLED PER DETAIL
12F.
s
DETAIL 09S.
Q SITE NOTES
MINIMUM
PARKING
(''
72B. 41NCH TRAFFIC YELLOW AUGNMENT STRIPES (TYPICAL)
120
I 2 41NCH WIDE PAINTED YELLOW STRIPES. 2.0 FOOT O.C. @ 45 DEGREES (SEE
SIZE INDICATED AT SYMBOL)
•- .'.•R15 - 101.59'
12D
124 STALLS"
�0
❑ SITE DETAILS
OBC WHEELCHAIR RAMP IN SIDEWALK (TYPICALAT EACH DRNEWAY CURB RETURN)
OB4
03D CONCRETE SIDEWALK
A
11K
I 462' I
m.
R25'
0.4
R20'
09S ACCESSIBLE / VAN ACCESSIBLE PARKING SIGN
108
t0A TRAFFIC FLOW ARROW
704
11G TURN ONLY" SIGN
K
096
lix
37-53'
W
i i 33 33 }
33 i } 26
70'D4-12 CURB AND GUTTER
700 CONCRETE MAINTENANCE STRIP
m_
R25'
70E FOUR SQUARE COURT
33 33 i } 33
70G SOCCER FIELD
OBA
70H BASEBALL DIAMOND
70J DROP OFF/ PICK UP MARKINGS
70K STAND UP CURB
R265'
R240'
BY ME OR UNDER MY DIRECT SUPERVISION. AND THAT I AM ADULY LICENSED
PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA
&.92E:— 9/22/2015 26364
NEIL TESSIER. BE DATE REGISTRATION NO.
SAFEngineering, PLLC
Site and Athletic Facility Engineering
/
\
Lino Lakes. AN 55014 nr18551Br@Omei.com
29013 9/22/15 NT CMB CMB CMB
— --- -- - - y
- CEI PROJECT NO. INITIAL DATE DPOfl PM DES DRW
_
ELK RIVER ISD # 728
RTHWEST RT EAT
Engineering Associates, Inc.
PLANNERS SUR 5
II
ENdNEERS
O 1 CTS • EN
sas /
I �
SLITH E �S HEA
2025 CertVe Pointe B7vd.. Sulfe 210 (650452-8960
Menaola He(9hfs MN55129 (650452 1149
-- 1`=).�
SITE PLAN SOUTHWEST °At5 ST 10
-- - - --
07SE fro E-8 SCi%K.. 4:28 PM C2.3
REV-)
/
--sols t8 vwx�-LAswvATCS uc
1
BIO ALTERNATIVE
MAX PARKING
/
2435TALLS
m
030
030
/
I
24' 2 20' 24'
20' 1 20 24' 20'
20' 24' 20'
,12'n
36'
1/
RETENTION BASIN
I
RS'123 R3
R3
R5' R50.4",
Rz
AWL 941.0
-
I
i 70A
�
7CK
y
r
120
A
0'
09A
i
J
..
164."'
I..
R50'
/
I
/
-- -
----------- --------------------
04
I2G - 36 B _- -- -�
----------------
IS,
-------------- JI
— — — /
I
gEWRE Y�
N
s
s�
A
SA
5
0
CI`S,Orq ONE
SCALE IIJ FEET
EXISTING LEGEND
DENOTES FOUND HAND HOLE
MONUMENTAS MARKED TELE/ELEC BOX
WELL ELECTRIC/GAS METER
WATER VALVES. GAS VALVE
- HYDRANT CURB
CATCH BASIN/STORM MH CONCRETE
CULVERTIF.ES. ELECTRIC LINE
SANITARY MANHOLE - - - -TELEPHONE LINE
CLEAN OUT - - FIBER OPTIC LINE
SIGN — 'WATERLINE
--'STORM SEWER UNE
UTILITY POLE
- --- SANITARY SEWE0. UNE
LIGHT POLE
-- FENCE
PROPOSED
CONCRETE CURB AND GUTTER.
SEE DETAIL OIA10I B.
® CURB INLET
OPROPOSED PARKING SPACES
LIMITS OF SIDEWALKS
GENERAL SITE NOTES
A. ALL DIMENSIONS SHOWN ARE TO THE FACE OF CURB UNLESS OTHERWISE
NOTED.
B. UNLESS OTHERWISE SHOWN. CALLED OUT OR SPECIFIED HEREON OR
WITHIN THE SPECIFICATIONS ALL CURB AND GUTTER ADJACENT TO
ASPHALT PAVING SHALL BE INSTALLED PER DETAIL 70A. PAVEMENT SHALL
BE INSTALLED IN ACCORDANCE WITH DETAIL 015A OVER THE ENTIRE
PARKING LOT AREA AND ALL APPROACH DRIVES.
C, ALL PARKING LOT SIGN BASE SUPPORTS SHALL BE INSTALLED PER DETAIL
12F.
D. ALL ACCESSIBLE PARKING STALLS SHALL HAVE SIGNAGE INSTALLED PER
DETAIL 09S.
Q SITE NOTES
12A 4 INCH TRAFFIC YELLOW LANE STRIPE
72B. 41NCH TRAFFIC YELLOW AUGNMENT STRIPES (TYPICAL)
I 2 41NCH WIDE PAINTED YELLOW STRIPES. 2.0 FOOT O.C. @ 45 DEGREES (SEE
SIZE INDICATED AT SYMBOL)
71 PLAYGROUND. SEE ARCH PLANS
70BLIFT STATION. BY CITY
700 RETAINING WALL SEE STRUCTURAL PLANS
❑ SITE DETAILS
OBC WHEELCHAIR RAMP IN SIDEWALK (TYPICALAT EACH DRNEWAY CURB RETURN)
03D CONCRETE SIDEWALK
08A STANDARD DUTY ASPHALT PAVING
08C HEAVY DUTY CONCRETE PAVING
09S ACCESSIBLE / VAN ACCESSIBLE PARKING SIGN
09U ACCESSIBLE PARKING SYMBOL (SEE PAINT COLOR INDICATED AT SYMBOL)
t0A TRAFFIC FLOW ARROW
11A "DO NOT ENTER' SIGN
:DO
11G TURN ONLY" SIGN
11K "FIRE LANE - NO PARKING' SIGN
120 STOP SIGN
70A B6-12 CURB AND GUTTER
70'D4-12 CURB AND GUTTER
700 CONCRETE MAINTENANCE STRIP
70D CONCRETE AT ENTRANCE
70E FOUR SQUARE COURT
70F BASKETBALL COURT
70G SOCCER FIELD
70H BASEBALL DIAMOND
70J DROP OFF/ PICK UP MARKINGS
70K STAND UP CURB
I HEREBY CERTIFY THAT THIS SET OF PLANS AND SPECIFICATIONS WAS PREPARED
BY ME OR UNDER MY DIRECT SUPERVISION. AND THAT I AM ADULY LICENSED
PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA
&.92E:— 9/22/2015 26364
NEIL TESSIER. BE DATE REGISTRATION NO.
SAFEngineering, PLLC
Site and Athletic Facility Engineering
6574 Sinx Lane 612-213-9659
Lino Lakes. AN 55014 nr18551Br@Omei.com
29013 9/22/15 NT CMB CMB CMB
— --- -- - - y
- CEI PROJECT NO. INITIAL DATE DPOfl PM DES DRW
w
ELK RIVER ISD # 728
RTHWEST RT EAT
Engineering Associates, Inc.
PLANNERS SUR 5
II
ENdNEERS
O 1 CTS • EN
sas /
I �
SLITH E �S HEA
2025 CertVe Pointe B7vd.. Sulfe 210 (650452-8960
Menaola He(9hfs MN55129 (650452 1149
-- 1`=).�
SITE PLAN SOUTHWEST °At5 ST 10
-- - - --
07SE fro E-8 SCi%K.. 4:28 PM C2.3
REV-)
--sols t8 vwx�-LAswvATCS uc
03D
20' 31
6EWRE y
ffi40 70D
RTHWEST RT' EAST I o RE
A
II
I
I s9
03C NDOO2
�e� x120 E 120�.s S� p [0' 60' 60'
asa' '
UTH S 7H EA5 , f0E P TYP 11K ONE OP4' SCALE IN FEET
TI 9 B
AK EXISTING LEGEND
7a
11A fl3' fl3' \\
\ ° DENOTES FOUND - HAND HOLE
♦y j i84 MONUMENT AS MARKED TELE/FEEL BOX
C1.RS •:(',: IA4v « - WATER VALVES . GLECTIU I AS METER
I R5' 70K fly' 719 ♦ 70KLIG « HYDRANT CURB
CATCH BASIN(STORM MH CONCRETE
♦ 4 "'` + 1 + 1 ELECTRIC LINER3'IOK R3' CULVERT/F.E.S.
SANITARY MANHOLE TELEPHONE LINE
24' 20' 20 24' 20' 20' 24' 20' 26' CLEAN OUT FIBER OPTIC LINE
SIGN WATERLINE
UTILITY POLE ----- -STORM SEWER LINE
LIGHT PO --_---- SANITARY SEWER LINE
FENCE
PROPOSED
MINSTAIMUM CONCRETE CURB AND GUTTER.
PARKINGLLS SEE DETAIL 01AI018.
124
Q ® CURB INLET
.4
OPROPOSED PARKING SPACES
10P O LIMITS OF SIDEWALKS
+ + 33 33 33 33 + * 33 33
I GENERAL SITE NOTES
I '
A. ALL DIMENSIONS SHOWN ARE TO THE FACE OF CURB UNLESS OTHERWISE
1 NOTED:
B. UNLESS OTHERWISE SHOWN. CALLED OUT OR SPECIFIED HEREON OR
WITHIN THE SPECIRGATIONS: ALL CURB AND GUTTER ADJACENT TO
/ ASPHALT PAVING SHALL BE INSTALLED PER DETAIL 70A. PAVEMENT SHALL
BE INSTALLED IN ACCORDANCE WITH DETAIL OMOVER THE ENTIRE
PARKING LOT ARM AND ALL APPROACH DRIVES.
C. ALL PARKING LOT SIGN BASE SUPPORTS SHALL BE INSTALLED PER DETAIL
12F.
O. ALL ACCESSIBLE PARKING STALLS SHALL HAVE SIGNAGE INSTALLED PER
HID ALTERNATNE DETAIL095.
I MAX PARKING
243 STALLS
Tag 0 SITE NOTES
12A4INCH TRAFFIC YELLOW LANE STRIPE
_ 12B 41NCH TRAFFIC YELLOW ALIGNMENT STRIPES (TYPICAL)
1 E 4INCH WIDE PAINTED YELLOW STRIPES. 2.0 FOOT O.C. @ 45 DEGREES (SEE
SIZE INDICATED AT SYMBOL)
24' 2 20' 24' 20' 1 20' 24' 20' 20' 708 PLAYGROUND, SEE ARCH PIANS
708LIET STATION. BY CITY
IN` 70C RETAINING WALL SEE STRUCTURAL
PLANS
IIA R3
,,[—,R3'
+ * r ❑SITE DETAILS
I R5: R5 03C WHEELCHAIR RAMP IN SIDEWALK (TYPICAL AT EACH DRNEWAY CURB RETURN)
I Iq i0K 70K 701 03D CONCRETE
IF
OBA STANDARD DUTY ASPHALT PAVING
4 _ D&L 10l 08C HEAVY DUTY CONCRETE PAVING
095 ACCESSIBLE ( VAN ACCESSIBLE PARKING SIGN
09U ACCESSIBLE PARKING SYMBOL (SEE PAINT COLOR INDICATED AT SYMBOL)
120 i tOA TRAFFIC FLOW ARROW
�,� ... .
".+":'0. tiA °LE NOT ENTER' SIGN
11G "LEF(TURN ONLY' SIGN
164.49' JIG
"FIRE LANE - NO PARKING' SIGN
' 70L 12G STOP SIGN
70A 86-12 CURB AND GUTTER
RI 70B 04-12 CURB AND GUTTER
70C CONCRETE MAINTENANCE STRIP
700 CONCRETE AT ENTRANCE
ON 70E FOUR SQUARE COURT
70F BASKETBALL COURT
7OG SOCCER FIELD
70H BASEBALL DIAMOND
_ 70J DROP OFF/ PICK UP MARKINGS
C.
70K STAND UP CURB
701 INTEGRAL CURB
I HEREBY CERTIFY THAT THIS SET R PLANS ANDSPECIFICATIONSTHAT
AMDULY
WAS PREPARED
1 BY ME OR UNDER T DIRECT SUPERVISION, AND THATIAMADULY LICENSED
PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA
9/22/2015 26364
104 NEIL TESSIER. PE. DATE REGISTRATION NO.
36' B' LL
LLC
SAFEngineering, P
RPS' R25' Site and Athletic Facility Engineering
r
Ing
— -
6574 Si— Lene 672-213-9859
" - Linn I -M.. MN 55014 nrtess'et@Oma Isom
a 1WWt1 19/77/Y.5 NT1 CMB I CMB I CAIS
(RIVER ISD # 728
Engineering Associates, Inc.
2025CeWtre Pointe Blvd Su%te210 (651)452-8960
Mendota Heights. MN 55120 (651)452-1149
— P -SITE PLAN SOUTHEAST 91211`5 SHEET NO.
07SEW E-8 $L:HOM 4:29 PM C2.4
REV -1
29nIJ-PR6/-@a0 ®TOIL (p pANFO9l3 ASSG]ATR WC
I
/
I
ISI
L
--- - - -
T Lc. T
(RIVER ISD # 728
Engineering Associates, Inc.
2025CeWtre Pointe Blvd Su%te210 (651)452-8960
Mendota Heights. MN 55120 (651)452-1149
— P -SITE PLAN SOUTHEAST 91211`5 SHEET NO.
07SEW E-8 $L:HOM 4:29 PM C2.4
REV -1
29nIJ-PR6/-@a0 ®TOIL (p pANFO9l3 ASSG]ATR WC
I
I
ORTHWEST ORTH�AST
I I
I _
�LITHWES _.S \H -EAST
! I
/ gpl
o w �n a P9
! e a c v o c m ¢
I I \\
$9
I so
I
I � I
a �
cN m
- - / - \-RETENTION_POND--)\
a
941
I
I
=d 1
e
I m s �ry
.. m I s iso. m `P \ 93g3'93o3939 g40 �� -
s
� i m
!-942 943 944 9S3 w m.. 943944345 y4h 4p
_ 944 9a5 945 946 ®I-
950
...
� 942
o ��.-94F94'94P949360 ..-950 1 952 9y3 — —J 94496594694���94�96:944345
i
I
��' gEWRE YOU
ss N
Q
SQ
0 SG' 120 160'
ONE GP�� `,,fir•
SCALE IN FEET
EXISTING LEGEND
DENOTES FOUND HAND HOLE
MONUMENT AS MARKED TELE/ELEC BOX
WELL ELECTIUC/GAS METER
WATER VALVES GAS VALVE
HYDRANT CURB
CATCH RASIN/STORM MH CONCRETE
CULVERT/F.E.S. ELECTRIC LINE
SANITARY MANHOLE TELEPHONE LINE
CLEAN OUT FIBER OPTIC LINE
SIGN - WATER LINE
UTILITY POLE STORM SEWER LINE
LIGHT POLE SANITARY SEWER LINE
FENCE
PROPOSED
--------- GRADE BREAK
O e MANHOLE/ CATCH BASIN
===--== STORM DRAIN
XXX — CONTOUR ELEVATIONS
x XX.XX SPOT ELEVATIONS:
TC =TOP OF CURB - ALL SHOTS ARE FINISHED GRADE
FS= FINISHED SURFACE UNLESS OTHERWISE CALLED OUT.
GENERAL GRADING NOTES
A. PRIOR TO INSTALLATION OF STORM OR SANITARY SEWER. THE CONTRACTOR
SHALL EXCAVATE, VERIFY, AND CALCULATE ALL CROSSINGS AND INFORM THE
OWNER AND THE ENGINEER OF ANY CONFLICTS PRIOR TO CONSTRUCTION. THE
ENGINEER V/TL BE HELD HARMLESS IN THE EVENT THE ENGINEER IS NOT
NOTIFIED OF DESIGN CONFLICTS.
B. ALL SLOPES AND AREAS DISTURBED BY CONSTRUCTION SHALL BE GRADED
SMOOTH AND 4' OF TOPSOIL APPLIED. IF ADEQUATE TOPSOIL IS NOT AVAILABLE
ON SITE. THE CONTRACTOR SHALL PROVIDE TOPSOIL. APPROVED BY THE
OWNER. AS NEEDED. THE AREA SHALL THEN BE SEEDED. FERTILIZED. MULCHED,
WATERED AND MAINTAINED UNTIL HARDY GRASS GROWTH IS ESTABLISHED IN
ALL AREAS (SEE LANDSCAPE PLAN FOR SEED MIX AND PROPER APPLICATION
RATE). ANY AREAS DISTURBED FOR ANY REASON PRIOR TO FINAL ACCEPTANCE
OF THE PROJECT SHALL BE CORRECTED BY THE CONTRACTOR AT NO
ADDITIONAL COST TO THE OWNER.
C. THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND/OR
ELEVATION OF EXISTING VARIOUS
UTILITIES AS SHOWN NI THESE PIANS IS BASED ON
RECORDS EN THE VARIOUS UTILITY COMPANIES. AND WHERE POSSIBLE.
MEASUREMENT$ TAKEN THE FIELD. THE INFORMATION IS NOT TO BE RELIED
O
ON AS BEING EXACT OR COMPLETE. THE CONTRACTOR MUST CALL THE
APPROPRIATE UTILITY COMPANY AT LEAST 48 HOURS BEFORE ANY EXCAVATION
TO REQUEST EXACT FIELD LOCATION OF UTILITIES.
D, UNLESS OTHERWISE SHOWN. CALLED OUT OR SPECIFIED HEREON OR WITHIN
THE SPECIFICATIONS: ALL STORM DRAIN PIPE BEDDING SHALL BE INSTALLED
PFA DETAIL 28A. ALL STORM DRAIN PIPES ARE MEASURED FROM CENTER OF
STRUCTURES AND ENDS OF FLARED END SECTIONS,
E. ALL SIDEWALKS AND HANDICAP STALLS/CROSS HATCHING TO BE INSTALLED
PER CURRENT ADA GUIDELINES/REGULATIONS WITH A MAXIMUM 2% CROSS
SLOPE AND 5% RUN SLOPE ANYTHING OUTSIDE THESE SLOPES WILL BE
REMOVED/REPLACED AT THE CONTRACTORS EXPENSE.
Q GRADING NOTES
09C CONNECT ROOF DRAINS TO CATCH BASIN. (SEE ARCH. PLANS FOR EXACT NO.
NO EDCATION OF DOWN
09D FLARED END SECTION WITH RIP -RAP
13C LIM TS OF RETAINING WALL. SEE STRUCTURAL PIANS
❑ GRADING DETAILS
21A CURB INLET
21B CATCH BASIN PIAN VIEW
73A OUTLET CONTROL STRUCTURE
I HEREBY CERTIFY THATTHIS SETOF PLANS AND SPECIFICATIONS WAS PREPARED
I
- - xxx — CONTOUR ELEVATIONS
❑ GRADING DETAILS
SCALE IN FEET
x xx )(x SPOT ELEVATIONS:
TC=TOP OF CURB ALL SHOTS ARE FINISHED GRADE
I
I
I
r EXISTING LEGEND
FS- FINISHED SURFACE UNLESS OTHERWISE CALLED OUT.
G 94
DENOTES FOUND HAND HOLE
-
A. PRIOR TO INSTALLATION OF STORM OR SANITARY SEWER. THE CONTRACTOR
MONUMENTAS MARKED TELE/ELEC BOX
_ - SHALL EXCAVATE. VERIFY. AND CALCULATE ALL CROSSINGS AND INFORIA THE
"
.
WELL ELECTRIC/GAS METER
OWNER AND THE ENGINEER OF ANY CONFLICTS PRIOR TO CONSTRUCTION, THE
I
f
TC
WATER VALVES GAS VALVE
-
_ - NOTIFIED OF DESIGN CONFLICTS.
HYDRANT CURB
i a
- - - - B. ALL SLOPES AND AREAS DISTURBED BY CONSTRUCTION SHALL BE GRADED
.. -
CATCH WIN/STORM MH CONCRETE
_
CULVERTIF.ES. ELECTRIC LINE
- -
OWNER, AS NEEDED. THE AREA SHALLTHEN BE SEEDED, FERTILIZED. MULCHED,
- - SANITARY MANHOLE TELEPHONE LINE
WATERED AND MAINTAINED UNTIL HARDY GRASS GROWTH IS ESTABLISHED IN
CLEAN OUT FIBER OPTIC LINE
�I
-. WATER LINE
SIGN __STORM SEWER LINE
'
UTIPOLE
LITY
LIGHT POLE � SANITARY SEWER LINE
-- ADDITIONAL COST TO THE OWNER.
.-
--- FENCE
CB 1112
IA
Q
I
-REPLACE a. STRUCTURE
,
_
- RECORDS OF THE VARIOUS UTILITY COMPANIES, AND WHERE POSSIBLE,
I
ALL
1
-
- PROPOSED
RETAIN a. INVERTs
-
-.
- - - APPROPRIATE UTILITY COMPANY AT LEAST 48 HOURS BEFORE ANY EXCAVATION
AND PIPER
-
-
_
NEW INV. 9345 6' PJC BE
- D. UNLESS OTHERWISE SHOWN. GALLED OUT OR SPECIFIED HEREON OR WITHIN
-
- - GRADE BREAK
SUMP 932.4I
.
-
- 0 ® MANHOLE/ CATCH BASIN
- - - STRUCTURES AND ENDS BE .11 END SECTIONS:
E. ALL SIDEWALKS AND HANDICAP STALLS/CROSS HATCHING TO BE INSTALLED
STORM DRAIN
I
- - xxx — CONTOUR ELEVATIONS
❑ GRADING DETAILS
/
x xx )(x SPOT ELEVATIONS:
TC=TOP OF CURB ALL SHOTS ARE FINISHED GRADE
TC 94
21A CURB INLET
FS- FINISHED SURFACE UNLESS OTHERWISE CALLED OUT.
G 94
GENERAL GRADING NOTES
-
A. PRIOR TO INSTALLATION OF STORM OR SANITARY SEWER. THE CONTRACTOR
-
_ - SHALL EXCAVATE. VERIFY. AND CALCULATE ALL CROSSINGS AND INFORIA THE
"
I HEREBY CERTIFY THAT THIS SET OF PLANS AND SPECIFICATIONS WAS PREPARED
OWNER AND THE ENGINEER OF ANY CONFLICTS PRIOR TO CONSTRUCTION, THE
TC Sag 08
4S
G 9 5B
m/
f
TC
ENGINEER WILL BE HELD HARMLESS IN THE EVENT THE ENGINEER IS NOT
-
_ - NOTIFIED OF DESIGN CONFLICTS.
/ / L 9/22/2015 26364
i a
- - - - B. ALL SLOPES AND AREAS DISTURBED BY CONSTRUCTION SHALL BE GRADED
.. -
NEILTESSIER.PE. DATE REGISTRATION NO.
e
ON SITE. THE CONTRACTOR SHALL PROVIDE TOPSOIL. APPROVED BY THE
OWNER, AS NEEDED. THE AREA SHALLTHEN BE SEEDED, FERTILIZED. MULCHED,
WATERED AND MAINTAINED UNTIL HARDY GRASS GROWTH IS ESTABLISHED IN
�I
RATE). ANY AREAS DISTURBED FOR ANY REASON PRIOR TO FINAL ACCEPTANCE
-"-__ - OF THE PROJECT SHALL BE CORRECTED BY THE CONTRACTOR AT NO
-- ADDITIONAL COST TO THE OWNER.
.-
C. THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION ANDfOR
Q
I
_
- RECORDS OF THE VARIOUS UTILITY COMPANIES, AND WHERE POSSIBLE,
I
I a
- - ON AS BEING EXACT OR COMPLETE. THE CONTRACTOR MUST CALL THE
-
- - - APPROPRIATE UTILITY COMPANY AT LEAST 48 HOURS BEFORE ANY EXCAVATION
-
" FG 949.58_ _ -- TO REQUEST EXACT FIELD LOCATION OF UTILITIES.
-
- D. UNLESS OTHERWISE SHOWN. GALLED OUT OR SPECIFIED HEREON OR WITHIN
-
THE SPECIFICATIONS: ALL STORM DRAIN PIPE BEDDING SHALL BE INSTALLED
-
I
- - - STRUCTURES AND ENDS BE .11 END SECTIONS:
E. ALL SIDEWALKS AND HANDICAP STALLS/CROSS HATCHING TO BE INSTALLED
PER CURRENT ADA TIONS WITH A MAXIMUMS CROSS
-
FG 948.20
SLOPE ANYTHING
SLOPE AND 5% RUN SLOPE ANYTHING OUTSIDE THESE SLOPES WILL BE
REMOVED/REPLACED.AT THE CONTRACTORS EXPENSE.
218 21 Q GRADING NOTES
I
09C CONNECT ROOF DRAINS TO CATCH BASIN. (SEE ARCH. PLANS FOR EXACT NO.
\
�
I
UFT STATION
--• FFE 848.5 AND LOCATION .1DOWN
e
400 LF W PVC _
@ 0.35%
I
I
r
i
II,
I
I
r INV. 935.9
I
6' DRAIN TILE
Y
I E
FG 939.50—
II
� II
--
II
II
II
, II
II
II
II
II
I
- - xxx — CONTOUR ELEVATIONS
❑ GRADING DETAILS
/
x xx )(x SPOT ELEVATIONS:
TC=TOP OF CURB ALL SHOTS ARE FINISHED GRADE
TC 94
21A CURB INLET
FS- FINISHED SURFACE UNLESS OTHERWISE CALLED OUT.
G 94
GENERAL GRADING NOTES
-
A. PRIOR TO INSTALLATION OF STORM OR SANITARY SEWER. THE CONTRACTOR
-
_ - SHALL EXCAVATE. VERIFY. AND CALCULATE ALL CROSSINGS AND INFORIA THE
"
I HEREBY CERTIFY THAT THIS SET OF PLANS AND SPECIFICATIONS WAS PREPARED
OWNER AND THE ENGINEER OF ANY CONFLICTS PRIOR TO CONSTRUCTION, THE
TC Sag 08
4S
G 9 5B
m/
f
TC
ENGINEER WILL BE HELD HARMLESS IN THE EVENT THE ENGINEER IS NOT
-
_ - NOTIFIED OF DESIGN CONFLICTS.
/ / L 9/22/2015 26364
- - - - B. ALL SLOPES AND AREAS DISTURBED BY CONSTRUCTION SHALL BE GRADED
.. -
NEILTESSIER.PE. DATE REGISTRATION NO.
SMOOTH AND 4' OF TOPSOIL APPLIED. IF ADEQUATE TOPSOIL IS NOT AVAILABLE
ON SITE. THE CONTRACTOR SHALL PROVIDE TOPSOIL. APPROVED BY THE
OWNER, AS NEEDED. THE AREA SHALLTHEN BE SEEDED, FERTILIZED. MULCHED,
WATERED AND MAINTAINED UNTIL HARDY GRASS GROWTH IS ESTABLISHED IN
-
ALL AREAS (SEE LANDSCAPE PLAN FOR SEED MIX AND PROPER APPLICATION
RATE). ANY AREAS DISTURBED FOR ANY REASON PRIOR TO FINAL ACCEPTANCE
-"-__ - OF THE PROJECT SHALL BE CORRECTED BY THE CONTRACTOR AT NO
-- ADDITIONAL COST TO THE OWNER.
.-
C. THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION ANDfOR
- ELEVATION OF EXISTING UTILITIES AS SHOWN ON THESE PLANS IS BASED ON
_
- RECORDS OF THE VARIOUS UTILITY COMPANIES, AND WHERE POSSIBLE,
MEASUREMENTS TAKEN IN THE FIELD. THE INFORMATION IS NOT TO BE RELIED
- - ON AS BEING EXACT OR COMPLETE. THE CONTRACTOR MUST CALL THE
-
- - - APPROPRIATE UTILITY COMPANY AT LEAST 48 HOURS BEFORE ANY EXCAVATION
-
" FG 949.58_ _ -- TO REQUEST EXACT FIELD LOCATION OF UTILITIES.
-
- D. UNLESS OTHERWISE SHOWN. GALLED OUT OR SPECIFIED HEREON OR WITHIN
-
THE SPECIFICATIONS: ALL STORM DRAIN PIPE BEDDING SHALL BE INSTALLED
-
PER DETAIL 28A. ALL STORM DRAIN PIPES ARE MEASURED FROM CENTER OF
- - - STRUCTURES AND ENDS BE .11 END SECTIONS:
E. ALL SIDEWALKS AND HANDICAP STALLS/CROSS HATCHING TO BE INSTALLED
PER CURRENT ADA TIONS WITH A MAXIMUMS CROSS
-
FG 948.20
SLOPE ANYTHING
SLOPE AND 5% RUN SLOPE ANYTHING OUTSIDE THESE SLOPES WILL BE
REMOVED/REPLACED.AT THE CONTRACTORS EXPENSE.
218 21 Q GRADING NOTES
09C CONNECT ROOF DRAINS TO CATCH BASIN. (SEE ARCH. PLANS FOR EXACT NO.
\
UFT STATION
--• FFE 848.5 AND LOCATION .1DOWN
I
❑ GRADING DETAILS
/
TC 94
21A CURB INLET
G 94
21B CATCH BASIN PIAN VIEW
-
73A UTL CO R L STRUCTURE
I HEREBY CERTIFY THAT THIS SET OF PLANS AND SPECIFICATIONS WAS PREPARED
TC Sag 08
4S
G 9 5B
m/
f
TC
BY ME OR UNDER MY DIRECTSUPERVISION, AND THAT I AMA DULY LICENSED
PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA.
/¢/)
D
G
/ / L 9/22/2015 26364
NEILTESSIER.PE. DATE REGISTRATION NO.
SAFEngineering, PLLC
I I 1
BEFORE rOG
ORTHWEST ORTHEAST ! c
�'1 26s
i`�'A I `�1 Z�sOrq �� 0 40so Bo
,I ONE GP
ZE E 5 UTH_S TH A SCALE IN FEET
iI`
EXISTING LEGEND
1s'^- DENOTES FOUND HAND HOLE
_
y _ - MONUMENT AS MARKED TELE/ELEC BOX
_ WELL ELECTRIC/GAS METER
CAS V
WATER VALVES CURB ALVE
NN �_ HYDRANT
'I r-- CATCH BASIN/STORM MH _ CONCRETE
CULVERT/F.E.S. ELECTRIC LINE
SANITARY MANHOLE TELEPHONE LINE
FIBER OPTIC LINE
CLEAN OUT
v't SIGN WATERLINE
4 `fes.
UTILITY POLE STORM SEWER LINE
/ LIGHT POLE SANITARY SEWER LINE
FENCE
PROPOSED
---
GRADE BREAK
rp% O ® MANHOLE/ CATCH BASIN
STORM DRAIN
v T n
9'10 20 LF 24" RCP - XXL' - CONTOUR ELEVATIONS
@ 0.50%
,Y OCs'F2 T I r x XX.XX SPOT ELEVATIONS:
RIM 943.0 INV, 941.4 �0 TC = TOP OF CURB • ALL SHOTS ARE FINISHED GRADE
NV. IN 941.5
INV. OUT 941.5 - FS = FINISHED SURFACE UNLESS OTHERWISE CALLED OUT,
INV. 937 0 -- GENERAL GRADING NOTES
32 LF 24" RCP 'V. 941:3 EX: A. PRIOR TO INSTALLATION OF STORM OR SANITARY SEWER. THE CONTRACTOR
@ 15.0% SHALL EEXCAVATE, VERIFY, AND CALCULATE ALL CROSSINGS AND INFORM THE
OWNER AND THE ENGINEER OF ANY CONFLICTS PRIOR TO CONSTRUCTION. THE
ENGINEER WILL BE HELD HARMLESS IN THE EVENT THE ENGINEER IS NOT
NOTIFIED OF DESIGN CONFLICTS.
RETENTION BASIN B. ALL SLOPES AND AREAS DISTURBED BY CONSTRUCTION SHALL BE GRADED
NWL 941.5 SMOOTH AND 4' OF TOPSOIL APPLIED. IF ADEQUATE TOPSOIL IS NOT AVAILABLE
ON SITE. THE CONTRACTOR SHALL PROVIDE TOPSOIL. APPROVED BY THE
OWNER, AS NEEDED. THE AREA SHALL THEN BE SEEDED, FERTILIZED. MULCHES,
g46�pq5 - O WATERED AND MAINTAINED UNTIL HARDY GRASS GROWTH IS ESTABLISHED IN
9 'K6 9 9qq 9 9a ALL AREA (SEE LANDSCAPE PLAN FOR SEED MIX AND PROPER APPLICATION
' - INV. 941.5 g 5q g� 9qq 9a �' m RATE). ANY AREAS DISTURBED FOR ANY REASON PRIOR TO FINAL ACCEPTANCE
- OF THE PROJECT SHALL BE CORRECTED BY THE CONTRACTOR AT NO
rFG 949.50 1 ADDRIONAL COST TO THE OWNER.
X/ C. THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND/OR
INV. 942.0 ELEVATION OF EXISTING UTILMES AS SHOWN ON THESE PIANS IS BASED ON
090 RECORDS OF THE VARIOUS UTILITY COMPANIES. AND WHERE POSSIBLE.
30 LF 24' RCP 30 LF i8" PVC MEASUREMENTS TAKEN IN THE FIELD. THE INFORMATION IS NOT TO BE RELIED
0.50"e �@0.33% TOREQUEST EXACT FIELD LOCATION OF
ON BEING EXACT OR COMPLETE. THE CONTRACTOR MUST CALL THE
O
1 P COMPANY LEAST 48 OURS BEFORE ANY EXCAVATION
D. UNLESS OTHERWISE SHOWN. CALLED OUT OR SPECIFIED HEREON OR WITHIN
TO 946.74 THE SPECIFICATIONS: ALL STORM DRAIN PIPE BEDDING SHALL BE INSTALLED
TC 946.85 G 946.24: S FG 944.3 - PER DETAIL 28A. ALL STORM DRAIN PIPES ARE MEASURED FROM CENTER OF
STECTURES AND ENDS OF FLARED END SECTIONS.
949 g4B g4T g46 946 947 94? G 946.35 i i -
215 ,^1P CBS 0 E. ALL SIDEWALKS AND HANDICAP STALLS/CROSS HATCHING TO BE INSTALLED
i RIM 945.]0 218 2IA RIM 9 c PER CURRENT ADA GUIDELINES/REGULATIONS WITH A MAXIMUM 2e CROSS
120 LF 18" PVC INV 942.15 NE RIM 944.3 5 SLOPE AND 5% RUN SLOPE. ANYTHING OUTSIDE THESE SLOPES WILL BE
9q8 @ 0.50% i INV. 942.20 SW \ INV. 941.6 N REMOVED/REPIACEO AT THE CONTRACTORS EXPENSE.
i SUMP 940.15 TO 946.80 SUMP 939.7
O / 130 LF 2 CP TO 94].25 G 946.30
TO 948.51 \ ��� MH -1 2IA - @0.509- 6946.=s Q GRADING NOTES
CBr11 RIM 948.30
RIM 94].60 / G 948.01 \ i NV. 942.85 NE
INV. 944.1 BE MHk2 21A - ___� INV. 942.90 SW 09C CONNECT ROOF CHAINS TO CATCH BASIN. (SEE ARCH. PLANS FOR EXACT N0.
SUMP 942.1 RIM 948.9 47 LF t2' PVC
INV. 943.5 NE '@ 0.50% `os AND LOCATION OF GOWN
09D FLARED END SECTION WITH RIP -RAP
INV. 943.55 SW
13C LIMBS OF RETAINING WALL, SEE STRUCTURAL PLANS
/ 090
[:1 GRADING DETAILS
9qB
TO 948.58 17 LF 12" PVC
G 948.08 @ 0.50% 9e 2IA CURB INLET
AO 110 LF 12" PVC
@
21 B CATCH BASIN PLAN VIEW
.90 0.50%
734 OUTLET CONTROL STRUCTURE
00_
FG 950.50 FG 945.90 1.
I HEREBY CERTIFY THAT THIS SET OF PLANS AND SPECIFICATIONS WAS PREPARED
BY ME OR UNDER MY DIRECT SUPERVISION, AND THAT I AM A DULY LICENSED
PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA.
I
49.50
9/22/2015 26364
.00 - FG 950.50
NEIL TESSIER, PE. DATE REGISTRATION NO.
PC 950.50 SAFEngineering, PLLC
- Site and Athletic Facility Engineering
TO 94].80
G 947.30 6574 Sion Lane 612-213-9859
Lino Lakes. MN 55014 nrtessiel'@Omeil.com
290'39122/
NT CMB CMB CRIB
CEI PROJECT NO. INITIAL DATE DPOR PM DES DRW
ELK RIVER ISD # 728
96° FG 950.50 TC 547.18 Engineering Associates, Inc.
G 946.69 TC 945.23
G 945.73
ENCINEERS• PLANNERS SURVEMRS
FG 950.50 j LANDSCAPE ARI • E WHONMENTAL 5 f R
OTMW E-8
2025 Centre Pointe BTvd.. Suite 210 (651)452-8960
TC 949.62 FFE - 950.50 M-d-Hesnfs. MN 55120 (650452-1149
G 9'9'2 GWINs�G��PLAN
MNOI/R�NTHEASTJ ° fI �"c" NO
.56 FG 950.50 OrMW E-8 SCHO _ 4.29 PM (..�.2
06
REV-
�smimni-eab Y019 Q} pydHfFAW3 A.SOOARS WG
)
TO 9c9.6',
C
TO 949.41 \ G 549.12
0. G 948.91 \
0.
TO
949.56
G 949.06
{
TO
949.50
�\� G 949.00
C60 21A 218
A RIM 111 49.50
TO 948.75' - INV. 944`3 5 3 949.00
IG 948.25
FFE - 950.50
� a
i 1 15 IF T2' PVC'
@ 0 50% - FG 950.50
g5 RIM 948.3 21A TC 949.20
INV/ 942-6 NW G 948.]0
i
:S : INV. 942.553E
SUMP 940.55
TO 949.53/ -
" FFE 950.50
G 948.03 � TO 849 11 - -- - FF0.5
E 950 FG 946:50950.50
,
IF 12' PVC maA - a / / G 948.61 FFE
FG 946 50 -
@so
O% "I I, . a'/ TC 949.12.
G 948.62 FFE 850.50 -
-- % TC No B9
C085 j G 94819 _ FFE 950.50 gpT TC 947.8]
21A RIM 946.0 / _ FG 946.80 _ G 847.51- -
INV.944.08E
INV. 944.05 N y. / I3C TW 950.50
% TC 948.90 946.90
G 948,40 - -- -- � 210 OF 1 HOPE
TC948.TC 9`18.36
67 ` +. @0-50
/ �\ 9 G 9 48.17 G 947.86 ;s O g$. `4 _
v
TO 947.93 -.. -o
G 947:43 cg ® _ -_- TO 946.0,
-__k TO 949.00 09475,
/ \
TO 949.20 0948.50
T W 949.80 G 948.70
\��g`` p0 L BW 998.00...- TW 94825 0
\ / 235 IF 15' PVC J \ �' 60 LF 24° RCP 13C BW 948.42 9p9 % TO
947.60
@0.50% - - @0.50% \
TC 951.87
G 95137
_TC 952.93
G 952.43
-' "'gS
TC 950.74
G 111.14
G 1951.98
G 951.48
TC 951.84
11,' G 951.34
996.fi 21P ..__.
INV. 942.48E TC 949.00 TO 948.88
9 INV. 942.45 NW G 948 50 G 948.38
\\ SUMP 940,4
C844
218 21F RIM 947.00 \ '
INV, 942.75E
INV. 94280 NW - \\1111F3 HCP
SUMP 940.75 _ I' �@ 0.5D% /
\\, // l@O INV. 9416
_ 219 214 IMCB#2 946.6 X - _ INV. 941.5 090 -
INV. 941.7 BE
.. INV. 941.75 NW ..
INV. 941.7 SW ..�
TC 948.53 SUMP 939.3
G 946.03TGC 947.80 \\ -
.. - 947.30 I -
130 IF 24' RCP \ TO 947-32G
G 946.82 X•
v
®00 IF 30' HOPE
@ 0.50%
TO 949.64 TC 949.39
G 949 14 G 948,89 ® NV. 941.5 CSD -_
TC 949 ITC 949.05 g4"
G 90.9 01 G 848.55 DETENTION BASIN
10, NW L 9410 -
IF - - -
gp9 21B 21A CBA1 1 _
RIM 947.30 '
UMP 2.3 35- - - -.
TC 947.61 -
- 0 947:31 TO 948.6
TO 949.2fi' G 948.19
G 947.76
TO 90.9.18 I _ INV. 933.5
G 948.6871 OCS`11
I
` RIM 941.00
INV. O T 1.00
941
INV. OUT 941
11.
LF 18° HOPE
D.50%
�S s \\\ 935 936.937 938 939 �// \ /
\ 940 /
941 942______x.- � \ INV.
...:.- 90.3
945 IOD IF 24' RCP
00" 01
TC953;51 �3 TC 953.36 _ INV. 945.15 945
G 953 37 G 952 BB '
goy
INV. 944.15 I@
3
g5 so _ i�_ 942 1
_ I
---------- -. 944 QiTi 942
945 14i
III RTHWEST RT EA
1
00
e
/ 1I
S RUTH E _S HEAST
�p�� OEWRE y�
V �C3i
es`
ffSQ
oSS2 W
0 bo' 69, 90
ZySsorq. ONE
SCALE IN FEET
EXISTING LEGEND
- DENOTES FOUND HAND HOLE
MONUMENTAS MARKED _ TELE/ELEC BOX
WELL - ELECTRIC/CAS METER
WATER VALVES CAS VALVE
HYDRANT CURB
CATCH BASIN/STORM MH CONCRETE
CULVERT/ F.ES. ELECTRIC LINE
SANITARY MANHOLE - TELEPHONELINE
CLEAN OUT - '-FIBER OPTIC LINE
SIGN - -WATER UNE
UTILITY POLE -STORM SEWER UNE
LIGHT PO - SANRARY SEWER UNE
-- -- FENCE
PROPOSED
--- - GRADE BREAK
G ® MANHOLE/ CATCH BASIN
==-==== STORM DRAIN
XXX CONTOUR ELEVATIONS
x XX.XX SPOT ELEVATIONS:
TC=TOP OF CURB • ALL SHOTS ARE FINISHED GRADE
FS= FINISHED SURFACE UNLESS OTHERWISE CALLED OUT.
GENERAL GRADING NOTES
A. PRIOR TO INSTALLATION OF STORM OR SANITARY SEWER, THE CONTRACTOR
SHALL EXCAVATE. VERIFY, AND CALCULATE ALL CROSSINGS AND INM91A THE
OWNER AND THE ENGINEER OF ANY CONFLICTS PRIOR TO CONSTRUCTION. THE
ENGINEER WILL BE HELD HARMLESS IN THE EVENT THE ENGINEER IS NOT
NOTIFIED OF DESIGN CONFLICTS.
B. ALL SLOPES AND AREAS DISTURBED BY CONSTRUCTION SHALL BE GRADED
SMOOTH AND 4' OF TOPSOIL APPLIED. IF ADEQUATE TOPSOIL 15 NOT AVAILABLE
ON SITE. THE CONTRACTOR SHALL PROVIDE TOPSOIL. APPROVED BY THE
OWNER. AS NEEDED. THE AREA SHALL THEN BE SEEDED. FERTILIZED, MULCHED.
WATERED AND MAINTAINED UNTIL HARDY GRASS GROWTH IS ESTABLISHED IN
ALL AREAS (SEE LANDSCAPE PLAN FOR SEED MIX AND PROPER APPLICATION
RATE). ANY AREAS DISTURBED FOR ANY REASON PRIOR TO FINAL ACCEPTANCE
OF THE PROJECT SHALL BE CORRECTED BY THE CONTRACTOR AT NO
ADDITIONAL COST TO THE OWNER.
C. THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND/OR
ELEVATION OF EXISTING UTILITIES AS SHOWN ON THESE PIANS IS BASED ON
RECORDS OF THE VARIOUS UTILITY COMPANIES. AND WHERE POSSIBLE.
MEASUREMENTS TAKEN IN THE FIELD. THE INFORMATION IS NOT TO BE REELED
ON AS BEING EXACT OR COMPLETE THE CONTRACTOR MUST CALL THE
APPROPRIATE UTILITY COMPANY AT LEAST 48 HOURS BEFORE ANY EXCAVATION
TO REDDEST EXACT FIELD LOCATION OF UTILITIES
D. UNLESS OTHERWISE SHOWN. CALLED OUT OR SPECIFIED HEREON OR WITHIN
THE SPECIFICATIONS: ALL STORM DRAIN PIPE BEDDING SHALL BE INSTALLED
PER DETAIL 28A. ALL STORM DRAIN PIPES ARE MEASURED FROM CENTER OF
STRUCTURES AND ENDS OF FLARED END SECTIONS.
E. ALLSIDEWALKS AND HANDICAP STALLSICROSS HATCHING TO BE INSTALLED
PFR CURRENT ADA GOOELINES/REGULATIONS WITH A MAXIMUM 2% CROSS
SLOPE AND 5% RUN SLOPE. ANYTHING OUTSIDE THESE SLOPES WILL BE
REMOVED/REPLACED AT THE CONTRACTORS EXPENSE.
0 GRADING NOTES
09C CONNECT ROOF DRAINS TO CATCH BASIN. (SEE ARCH. PIANS FOR EXACT NO.
AND LOCATION OF DOWN
09DFLARED NO SECTION WITH RIP -RAP
1, UMITS OF RETAINING WALL, SEE STRUCTURAL PLANS
❑ GRADING DETAILS
2TA CURB INLET
21B CATCH BASIN PLAN VIEW
73A OUTLET CONTROL STRUCTURE
I HEREBY CERTIFY THAT THIS SET OF PLANS AND SPECIFICATIONS WAS PREPARED
BY ME OR UNDER MY DIRECT SUPERVISION, AND THAT 1 AM A DULY LICENSED
PROOF¢EESS�SIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA
//L �� 9/Ifif2015 26364
NEIL TESSIER, PE. DATE REGISTRATION NO.
SAFEngineering, PLLC
Site and Athletic Facility Engineering
6574 Sioux Lane 612-213-9659
Lino Lakes. MN 55014 n t sisr@0m i1. .
29013 9/22/15 1 NT I CMB I CMB CAIS
CEI PROJECT NO. INITIAL DATE I DPOR I PM I DES I DREW
ELK RIVER ISD 1728
Engineering Associates, Inc.
ENGINEERS
.
PLANNERS. SURVEYORS
LAI ARITEC R HENT SIE V77STS
2025 Cenlre Pornfe Blvd.. Suite 210 (6511452-8960
Mend -Heights. MN 55120 (651)452-1149
GRADING PLAN SOUTHEAST 2,'s`N0'
OTSEGO E-8 SCHOOL 4:29 PM C3.3
REV -1
zami-vial-eap awl ®O+er�sm AssouATq we
NORTHWEST ORTEAS
1 I 1
I I
'UTHWES S i HEAS
FG
HE 6" PERFORATED
N TILE @ 0.301
`FG 939.50
1
II
i INV. MAIN
BGS I
6 DIN TILE
I
I I
FG 939.50
941
942
FG 945.2 9
946 947
946 949 -
TO
_ - ....
TC 950.06 TC 949.76
OG 549.56 G 949.26
O gEWRE �
TO 949.62
iC 949.41 G 949.12 /
0 G 948 91 \ [
m
TC 949.56 a G 949.06 A
{ Z
ZFsO ��5 0 46'
69' e9'
Tq ��
{
TO 949.50 DNE OP SCALE IN FEET
G 949.00
/ ces 90` EXISTING LEGEND
a R 947.60 214 218 49.50 F
TO 946.75 INV. 944.3 3 G 949.00 DENOTES FOUND HAND HOLE
G 948.25 MONUMENT AS MARKED TELE/ELEC BOX
TI WELL ELECTRIC/GAS METER
G WATER VALVES GAS VALVE
45 LF 12" PVC a CURB
0 A HYDRANT
9s9%
II CATCH BASIN/STORM MH CONCRETE
CULVERT/F.E.S. ELECTRIC LINE
SANITARY MANHOLE -' TELEPHONE LINE
/ CLEAN OUT FIBER OPTIC LINE
BIF 21A RIM 948.0 `\ % WATER LINE
\ 0 % SIGN STORM SEWER LINE
INV. 944.0 BE
INV. 944.0aN �� °' / UTILITY POLE SANITARY SEWER LINE
i LIGHT POLE FENCE
/% PROPOSED
/ \ --- GRADE BREAK
T
D
MANHOLE/ CATCH BASIN
\ --===== STORM DRAIN
\ / 235 LF 15'F
\ / � 0.5- XXX - CONTOUR ELEVATIONS
XX.XX SPOT ELEVATIONS:
\ 9� TC = TOP OF CURB ALL SHOTS ARE FINISHED GRADE
TC 950.66 / FS = FINISHED SURFACE UNLESS OTHERWISE CALLED OUT.
G 950.16 \\y�
GENERAL GRADING NOTES
A. PRIOR TO INSTALLATION OF STORM OR SANITARY SEWER. THE CONTRACTOR
SHALL EXCAVATE, VERIFY. AND CALCULATE ALL CROSSINGS AND INFORI4 THE
OWNER AND THE ENGINEER OF ANY CONFLICTS PRIOR TO CONSTRUCTION. THE
ENGINEER WILL BE HELD HARMLESS IN THE EVENT THE ENGINEER IS NOT
NOTIFIED OF DESIGN CONFLICTS.
B. ALL SLOPES AND AREAS DISTURBED BY CONSTRUCTION SHALL BE GRADED
SMOOTH AND 4' OF TOPSOIL APPLIED. IF ADEQUATE TOPSOIL IS NOT AVAILABLE
ON SITE. THE CONTRACTOR SHALL PROVIDE TOPSOIL, APPROVED BY THE
OWNER. AS NEEDED. THE AREA SHALL THEN BE SEEDED. FERTILIZED, MULCHED.
TO 9518] WATERED AND MAINTAINED UNTIL HARDY GRASS GROWTH IS ESTABLISHED IN
ALL AREAS (SEE LANDSCAPE PLAN FOR SEED MIX AND PROPER APPLICATION
G 9551.37 RATE). ANY AREAS DISTURBED FOR ANY REASON PRIOR TO FINAL ACCEPTANCE
\ ? OF THE PROJECT SHALL BE CORRECTED BY THE CONTRACTOR AT NO
ABORIGINAL COST TO THE OWNER,
C. THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND/OR
ELEVATION OF EXISTING UTILITIES AS SHOWN ON THESE PLANS IS BASED ON
53. RECORDS OF THE VARIOUS UTILITY COMPANIES. AND WHERE POSSIBLE,
_ MEASUREMENTS TAKEN IN THE FIELD. THE INFORMATION IS NOT TO BE REIJED
ON AS BEING EXACT OR COMPLETE. THE CONTRACTOR MUST CALL THE
APPROPRIATE UTILITY COMPANY AT LEAST 48 HOURS BEFORE ANY EXCAVATION
TO REQUEST EXACT FIELD LOCATION OF UTILITIES.
TC 952.93 D. UNLESS OTHERWISE SHOWN, CALLED OUT OR SPECIFIED HEREON OR WITHIN
G 952.43 THE SPECIFICATIONS: ALL STORM DRAIN PIPE BEDDING SHALL BE INSTALLED
PER DETAIL 28A. ALL STORM DRAIN PIPES ARE MEASURED FROM CENTER OF
STRUCTURES AND ENDS OF FLARED END SECTIONS.
_ E. ALL BIDEWALKS AND HANDICAP STALLS/CROSS HATCHING TO BE INSTALLED
q5p/ PER CURRENT ADA GUIDELINES/REGULATIONS WITH A MAXIMUM 2% CROSS
TC 950.]4 SLOPE AND 5% RUN SLOPE. ANYTHING OUTSIDE THESE SLOPES WILL BE
m TC 951.98 95 G 950.24
51 / REMOVED/REPLACED AT THE CONTRACTORS EXPENSE.
NSE.
9.48
Q GRADING NOTES
TO 951 84
G 951.34 09C CONNECT ROOF DRAINS TO CATCH BASIN, ISEE ARCH. PLANS FOR EXACT NO.
AND LOCATION OF DOWN
09D FLARED END SECTION WITH RIP -RAP
13C LIMITS OF RETAINING WALL, SEE STRUCTURAL PLANS
Tc51.69
G 951.69 - GRADING DETAILS
21A CURB INLET
21B CATCH BASIN PLAN VIEW
73A OUTLET CONTROL STRUCTURE
I HEREBY CERTIFY THAT THIS SET OF PLANS AND SPECIFICATIONS WAS PREPARED
BY ME OR UNDER MY DIRECT SUPERVISION, AND THAT I AM A DULY LICENSED
PROFESSIONAL E.N..GIINNEERUNDER TA
HE LAWS OF THE STATE OF MINNESOTA.
/7- 9/22/2015 26364
TO
953.81 9T,P TC 953.38 NEIL TESSIER, PE. DATE REGISTRATION NO.
•_944 G 953.31 G 952.88
-946 946 - "- -- - -- - - -- -- SAFEngineering, PLLC
Site and Athletic Facility Engineering
612-213-9B59
950. 65]45oux Lane no- (Dome -
_ Lino Lakes. MN 55074
- - -- - _. ..---------- ------ 29013 9/22/15 NT CMB CMB GTIB
CEI PROJECT NO. INITIAL DATE DPOR PM DES DRW
ELK RIVER ISD # 728
Engineering Associates, Inc.
- ENG'NEERS PLANNERS SURWYORS
Imm-L-ANOSCAPE AR ITE • ENNRQVMENTAL --b
71ST5
qw
2025 Centre Pointe Blvd., Suite 210 (551)452-8960
- Mendnta Heights. MN 55120 (651)452-1149
GRADING PLAN SOUTHWES ° z N0'
OTSEW"SLHOALo:09PM C3.4
REV -1
ums-r+rol-em - m emxmmc �A]c[ we
ORTHWEST ORTHEAST
I J I
I I
I
I ��
RUTH E T _S THEA
\I
1
\11
I \1
I \
�ID'w to"w la�
1 I
I I
mm$
I i
I I
I
1 I
1 I
I I
I I
I
I
I I
I
I
I
I I
I I
I
I I
I I
I I
I
I
I I
1 I
1 I
I
I
I
I I
I
I
I
I I
50' 1 ,R• I I
a
/ I
/ I
/ ;HETENTION POND /
I
Q.pl I
I
/ I
I
RETENTION 20ND i I -
I I
I /
I /
I
I
gEwRE r�U
6
S�
4
SQ
2 W
22�Sorq avE cP y,��
EXISTING LEGEND
DENOTES FOUND
HAND HOLE
MONUMENT AS MARKED
TELE/ELEC BOX
WELL
ELECTRIC/CAS METER
WATER VALVES
GAS VALVE
HYDRANT
CURB
CATCH BASIN/STORM MH
CONCRETE
CULVERT/F.E.S.
ELECTRIC UNE
SANITARY MANHOLE
TELEPHONE LINE
CLEAN OUT
FIBER OPTIC LINE
SIGN
WATERLINE
UTILTPO
UTILITY POLE
STORM SEWER LINE
LIGHPENCE
SANITARY SEWER LINE
GENERAL UTILITY NOTES
A. ALL WATEF LINES SHALL BE DIP CLASS 52 WITH MIN. 7' COVEN.
B. ALL BANRARY SEWER LINES SHALL BE SUR 26 WITH MIN. 7COVER.
C. CONTRACTOR SHALL COORDINATE ANY DISRUPTIONS TO EXISTING
UTILITY SERVICES WITH AI"UACENT PROPERTY OWNERS.
U. ALL ELECTRIC. TELEPHONE AND GAS EXTENSIONS INCLUDING SERVICE
LIKES SHALL BE CONSTRUCTED TO THE APPROPRIATE UTILRY COMPANY
SPECIFICATIONS. ALL UTILITY DISCONNECTIONS SHALL BE COORDINATED
WITH THE DESIGNATED JTII)TY COMPANIES.
E. CONSTRUCTION SHALL NOT START ON ANY PUBLIC UTILITY SYSTEM UNTIL
WRITTEN A?PROVAL BA6 BEEN RECEIVED BY THE ENGINEER FRONI THE
APPROPRIATE GOVERNING AUTHORITY AND CONTRACTOR HAS BEEN
NOTIFIED BY THE ENGINEER.
F. PRIOR TO THE CONSTRUCTION OF DR CMENECTION TO ANY STORM
DRAIN. SANITARY NEWER. WATER MAIN OR ANY OF THE DRY UTILITIES.
THE CONTRACTOR SHALL EXCAVATE. VERIFY AND CALCJIATE ALL POINTS
OF CONNECTION AND ALL UTILITY CROSSINGS AND INFORM CEI
ENGINEERING AND THE -NER/DEVELOPER OF ANY CONFLICT OR
REQUIRED DEVIATIONS FROM THE PLAN. NOTIFICATION SHALL BE MADE A
MINIMUM OF 45 HOURS PRIOR TO CONSTRUCTION, CEI ENGINEERING AND
ITS CUENTS SHALL BE HELD HARMLESS IN THE EVENT THAT THE
CONTRACTOR FAILSTO MAKE SUCH NOTIFICATION.
G. UNLESS OTHERNISE SHOWN. CALLED OUT DR SPECIFIED HEREON OR
WITHIN SPECIFICATIONS:
ALL WATER LINE FITTINGS SHALL BE INSTALLED WITH THRUST BLOCKING
PER DATIAIL 31A.
ALL WATER LINE PIPE BEDDING SHALL, BE INSTALLED PER DETAIL 42A. ALL
SANITARY SEWER PIPE BEDDING SHALL BE INSTALLED PER DETAIL 425.
❑ UTILITY DETAILS
Q UTILITY NOTES
22APOINT OF CONNECTION - WATER SERVICE PER LOCAL CODES).
226 M.J.TAPPING SLEEVE WITH IAJ. TAPPING VALVE AND THRUST BLOCKING WITH
ADJUSTABLE VALVE BOX (SEE SIZES THIS SEEM.
22C M.J.GATE NALYE WITH ADJUSTABLE VALVE BOX (SEE SIZES THIS CHEE7L
22D MJ. TEE WITH THRUST 6LOCKING(SEE SITES THIS SHEET).
22H 45 DEGREE IA.J. BEND WITH THRUST BLOCKING (SEE SIZES THIS ELECT).
221 22-I'2 DEGREE IA J. BEND WITH THRUST 6LDCK4JG (SEE SIZES THIS SHEET).
22J -I/4 DEGREE M.J. BEND WITH THRUST BLOOKING (SEE SIZES THIS SHEET).
22K SPRINKLER ENTRY PER MCH. PIANS (SEE SIZESTHIS CHEF)
22L 14ETEPED DOMESTIC WATER SERVICE ENTRY PER ARCH. PIANS (SEE SIZES
TIES"'
22X INTERIOR WATER METER (PER LOCALCODES)
29Y INTERIOR BACK FLOW PREIENTER(PER ARCH, PLANS)
4 POINT OF CONNECTION -SANITARY Cl -11-F (PER LOGLCOOES;
23E SANITARY SEWER SERVICE ENTRY IPER ARCH.PIANS).
29A MAINTAIN MIN. 16 INCHES VERTICAL SEPARATION.
298 MAIN- MIN. 10 FEET HORIZONTAL SEARATION.
31A LOCATION FOR THIS' PC SHCWN IS FOP DRAWING PURPOSES ONLY.
DOW GTOR SHALL VERIFY THE EXACT LOCATION INFIELD PRIOR TO THE
CONSTRUCTION OF THE PROPOSED UTIUTY UNE TO BE CONNECTED.
ONiRACiOR SHALL NDTIFY CEI ENGINEERING IF THE DESIGN AS SHOWN 15
IACLIFVA LE,
)6P. AETERED FRIGATION SERVICE ENTRY PER ARCH PLANS. (SEE SIZES THIS
SHEET)
I� EST RT AS
I �RTHW
I
1I _
1Rs
UTH 7HEAS
R
y gEwaE r�
�s
A
SA
0 40 60' BO'
S�rq
OWE OP�-�'
SCALE IN FEET
EXISTING LEGEND
ALL WATER LINES SHALL BE DIP CLASS 52 WITH MIN. 7' COVER.
DENOTES FOUND
HAND HOLE
MONUMENT AS MARKED
TELEIELEC BOX
WELL
ELECTRIC/GAS METER
' WATER VALVES
GAS VALVE
_ HYDRANT
CURB
- CATCH BASIN/STORM MH
CONCRETE
_ CULVERTIF.ES.
ELECTRIC LINE
SANITARY MANHOLE - -
— TELEPHONE LINE
CLEAN OUT —
-- FIBER OPTIC LINE
SIGN - "- —
------
WATER LINE
--STORM SEWER LINE
- UTILITY POLE _.
LIGHT POLE
S NITARY SEWER LINE
- --FENCE
DRAIN. SANITARY SEWER. WATER MAIN OR ANY OF THE DRY ITIILRIES.
GENERAL UTILITY NOTES
THE CONTRACTOR SHALL EXCAVATE. VERIFY AND CALCULATE ALL POI WS
OF CONNECTION AND ALL UTILITY CROSSINGS AND INFORM CEI
A.
ALL WATER LINES SHALL BE DIP CLASS 52 WITH MIN. 7' COVER.
S.
ALL SANITARY SEWER LINES SHALL BE SOP 28 WITH MIN. 7' COVER.
C.
CONTRACTOR SHALL COORDINATE ANY DISRUPTIONS TO EXISTING
z°Dq
UTILITY SERVICES WITH ADJACENT PROPEAIY OWNERS.
D.
ALL ELECTRIC. TELEPHONE ANG GAS EXTENSIONS INCLUDING SERVICE
LINES SHALL BE CONSTRUCTED TO THE APPROPRIATE URLRY COMPANY
SPECIFICATIONS. ALL UTILITY DISCONNECTIONS SHALL BE COORDINATED
WITH THE DESIGNATED UTILITY COMPANIES.
E.
CONSTRUCTION SHALL NOT START ON ANY PUBLIC UTILITY SYSTEM UNTIL
WRITTEN APPROVAL HAS BEEN RECEIVED BY THE ENGINEER FROM THE
APPROPRIATE GOVERNING AUTHORITY AND CONTRACTOR HAS BEEN
NOTIFIED BY THE ENGINEER.
F.
PRIOR TO THE CONSTRUCTION OF OR COIJNECTION TO ANY STORM
DRAIN. SANITARY SEWER. WATER MAIN OR ANY OF THE DRY ITIILRIES.
°, 7iC
THE CONTRACTOR SHALL EXCAVATE. VERIFY AND CALCULATE ALL POI WS
OF CONNECTION AND ALL UTILITY CROSSINGS AND INFORM CEI
ENGINEERING AND THE OWNERIDEVELOPER OF ANY CONFLICT OR
a
REQUIRED DEVIATIONS FROM THE PLAN, NOTIFICATION SHALL BE MADE A
MINIMUM OF 4E HOURS PRIOR TO CONSTRUCTION. CEI ENGINEERING MD
ITS CLIENTS SHALL BE HELD HARMLESS IN THE EVENT THAT THE
10"X6°X10'�
CONTRACTOR FAILS TO MANE SUCH NOTIFICATION.
G.
UI LESS OTHERWISE SHOWN. CALLED OUT OR SPECIFIED HEREON OR
WITHIN SPECIFICATIONS:
ALL WATER UNE FITTINGS SHALL BE INSTALLED WITH THRUST BLOCKING
10"W
PER DETAIL SIA.
SS
RM
ALL WATER LINE PIPE BEDDING SHALL BE INSTALLED PER DETAIL 42A ALL
IN'
SANITARY SEWER PIPE BEDDING SHALL BE INSTALLED PER DETAIL 428.
ELK RIVER ISD # 728
D
0 Engineering Associates, Inc.
I ENpNEE7S PI.ANNErfS SURVEYORS
f� NO ITE 7AL 5
2025 Centre PoinfeBlvd.. SURE 2/9 x651)652-8960
Mendota Heights. MN 55120 (65T)452-1 WE
°"m 1°"X6 X,°'
gee UTILITY PLAN NORTHWEST 9°Zy*Na
OTSEGO E-8 SCHOOL 6 PM C4.
REV -I
�.�..e,.�o..l, m 2me m Y2AaNmvJo Assav4TEs Ac
120 LF W SDR 26
❑ UTILITY DETAILS
z°Dq
INV. 937.1
3BA FIRE HTDRANTASSEMBLY
8.55
39B PRECAST SANTTARY SEWER MANHOLE
Q UTILITY NOTES
LIFTSTATION948.5
FEE 848.5
°, 7iC
22A POINTOFCONNEDTION-WATERBERJICEIPERU]CALCOOES).
220 IA.J.TAPPINO SLEEVE WITH M.J. TAPPING VALVE AND THRUST BLOCKING WITH
a
ADJUSTABLE VALK BOX (S. SIZES THIS SHEET).
— 22C M J.GATE VALVE WITH ADJUSTABLE VALVE BOX(SEE SIZES THIS SHEET).
10"X6°X10'�
220 14.J.TEEWITH THRUST BLOCKING (SEE 3IZESR95 SHEET).
22H 45 DEGREE IA J. BEND WITH THRUST BLOCKING (SEE SIZE' THIS SHEET).
221 22-1'2 DEGREE IA.J. BEND WITH THRUST BWCK114G (SEE SIZES THIS SHEET).
10"W
22J II - LIC DEGREE M.J. REND WITH THRUST BLOCKING (SEE SIZES THIS SHEET).
22K SPRINKLER ENTRY PER ARCH. PIANS(SEES SIZES THIS SHEET)
22L METERED DOMESTIC WATER SERVICE ENTRY PER ARCH. PIANS (SEE SAES
THIS SHEET)
22X INTERIOR WATER METER HER LOCAL CODES)
<44
ZZY INTERIOR BACK ROW PREVEWER(PER ARCH. PLANS)
23A POINTOFCONNECTION- SANITARY SEWER SERVICE(PERLOICAL CODES).
%
2SE SANITARY SEWER SERVICE ENTRY (PER ARCH. PIANS).
10k10".X10'
22D
1D`NJ
M MAI WNN MIN. IBINCHESVERTICALSEPARATION.
29R MAINTAIN MIN. 10 FEET HORIZONTAL SEPARATION.
SIA LOCATION FOR THIS INILRY AS SHOWN IS FOR DRAWING PURPOSES ONLY,
CONTRACTOR SHALL VERIFY THE EXACT LOCATION IN FIELD PRIOR TO THE
10"W 10"W 10'W
CONSTRUCTION OF THE PROPOSED UTILRY UNE TO BE CONNECTED.
CON TP- OR SHALL NOTIFY CEI ENGINEERING IF THE DESIGN AS SHOWN 15
0"W' 10"W 10"VY 10'W
NOTACHIEVABIE.
10,
76A METE RED IRRIGATION SERVICE ENTRY PER ARCH PLANS. (SEE SIZES THIS
SHEET)
10'
I HEREBY CERTIFY THAT THIS SET OF PLANS AND SPECIFICATIONS WAS PREPARED
f
BY ME OR UNDER MY DIRECT SUPERVISION, AND THAT I AM A DULY LICENSED
PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA.
912272015 26364
NEIL TESSIER. PE DATE REGISTRATION NO_
u
SAFEngineering, PLLC
Site and Athletic Facility Engineering
5574 Si— Lzne 612-213-8859
l
f
U no Lakes. MN 55014 nrtessler�Omail.com
O
29913 9{22/15 NT I CMB I CMB I CRIB
ELK RIVER ISD # 728
D
0 Engineering Associates, Inc.
I ENpNEE7S PI.ANNErfS SURVEYORS
f� NO ITE 7AL 5
2025 Centre PoinfeBlvd.. SURE 2/9 x651)652-8960
Mendota Heights. MN 55120 (65T)452-1 WE
°"m 1°"X6 X,°'
gee UTILITY PLAN NORTHWEST 9°Zy*Na
OTSEGO E-8 SCHOOL 6 PM C4.
REV -I
�.�..e,.�o..l, m 2me m Y2AaNmvJo Assav4TEs Ac
i
I BEFORE y�
I
ORTHWEST ORT' BAST
I 1 9s
I
I -{-� ~ Z(csOrq ONE GPI SCALE
y,5 o ap� 6p' ep'
S UTH _-S HEAD) SCALE IN FEET
EXISTING LEGEND
DENOTES FOUND HAND HOLE
1 MONUMENT AS MARKED TELE/ELEC BOX
- WELL ELECTRIC/GAS METER
WATERVALVES GAS VALVE
HYDRANT CURB
CATCH BASIN/STORM MH - CONCRETE
CULVERT/RES. ELECTRIC LINE
I SANITARY MANHOLE TELEPHONE LINE
CLEAN OUT FIBER OPTIC LINE
— — — — — SIGN WATER LINE
/ STORM SEWER LINE
/ / \ UTILITY POLE SANITARY SEWER LINE
/ \ LIGHT POLE
/ \ FENCE
/ GENERAL UTILITY NOTES
1 l
i A. ALL WATER LINES SHALL BE DIP CLASS 52 WITH MIN. T COVER.
/ ----i 1 3. ALL SANITARY SEWER LINES SHALL BE SDR 26 WITH MIN. 7' COVER.
C. CONTRACTOR SHALL OOORUNATE ANY DISRUPTIONS TO .1SHNG
UTILITY SERVICES WITH ADJACENT PROPERTY OWNERS.
/ D. ALL ELECTRIC, TELEPHONE ED OAS EXTENSIONS INCLUDING SERVICE
I LINESSPECT SHALL BE CONSTRUCTED C THE APPROPRIATE UTILITY COORDINATED / i I SPECIFICATIONS. ALL UTILITY DISCONNECTIONS SHALL BE COORDINATED
WITH THE DESIGNATED UTILITY COMPANIES.
/ RETENTION BASIN / E. CONSTRUCTION SHALL NOT START ON ANY FHUC UTILITY SYSTEM UNTIL
/ NWL 941.5 WRITTEN APPROVAL HAS BEEN RECEIVED BY THE ENGINEER FROM THE
APPROPRIATE GOVERNING AUTHORITY AND CONTRACTOR HAS BEEN
NOTIFIED BY THE ENGINEER.
F. PRIOR TO THE CONSTRUCTION OF IN RCONNECTION TO ANY 6TOR14
DRAIN. SANITARY SEWER. WATER MAIN IE ANY THE DRV LPO) TS
THE CONNECTIOfl SHALL ALL UTILITY
FYAND SSINGS CALCULATE ALL POINTS
EN CONNECTION AND ALL UTILITY CRORI OF AND INFORM CEI
/ / 1 ENGINEERING AND THE OW HE PLAN. O TIF OF ANY CONFLICT OR
/ / RED MINIMHEO DEVIATIONS FROM THE PLAN. NOTIFICATION SHALL BE MAGE A
A1S CLIENTS
OF 40 HOURS PRIOR TO ARMUE CONSTRUCTION CEI ENGINEERING AND
BS CLIENTS SHALL BE HELD HARMLESS IN THE EVENT THAT THE
/ CONTRACTOR FAILS TO MAKE SUCH NOTIFICATION.
G. HI LESS OTHERWISE SHOWN. CALLED OUT OR SPECIFIED HEREON OR
// \\ WITHIN SPECIFICATIONS:
Li ALL WATER UNE FITTINGS SHALL BE INSTALLED WITH THRUST BLOCKING
2L 10 PER DETAILSIA.
SS MHmI 3EB 29A //
PLL WATER ENE PIPE BEDDING SHALL BE INSTALLED PER RETAIL 422. ALL
RIM 9Z7.0 10 p}1 I 1 SANITARY SEWER PIPE BEDDING SHALL BE INSTALLED PER D�AIL 428.
INV. 939.5
l.-
120 LF B' SDR 26Tp'NI / p'
p LE s^soa z6 / I ^" 1
c. z.pp� lo // zn 3m 6•293 �6 I �,, !, ❑ UTILITY DETAILS
Cd 2.00'% /11.1 HYDRANT ASSEMBLY
B'S5 SED PRE -CAST SANITARY SEWER MANHOLE
/ � / H�
_
3M 294 % C) UTILITY NOTES
,vJ ��// \\ I I I ✓ 'I
22APOINT OF CONNECTION- WATER SERVICE(PER LOCALCODES).
FEE 948.5 22C
LIFESTATION 6" 22e MJ, 'PING SLEEVE WRHM.J. TAPPING VALVE AND THRUST BLOCKING WITH
i THIS
ADJUSTABLE VALVE BOX )SEE SIZESVALVE
BOX I).
10"x6°XIO'2� / 22U M.J.6ATE VALVEWITHADJUSTABLE VALVE BOX I3EE SIZES THIS SHEET).
SSE I, TEEVHTH THRUST BLOCKING(SEE SIZES THIS SHEET).
22H <B DEGREE M.J. BEND WITH THRUST BLOCKING (SEE SIZES THIS SHEET).
221 22-1'2 DEGREE M J. BEND WITH THRUST BLDCKIIJG (SEE SIZES THIS SHEET),
YOW fly I I 2N SPRINKLDEGREE
ER ENTRY PER Afl H, PLANS(SEB SIZES THIS YEItZLOCKING (S �c)6 THIS SHEET).
22L METERED DOMESTIC WATER SERVICE EATRY PER ARCH. PIANS (SEE SIZES
INV. 941.5
THIS 6HEEi)
AO•NJ ?3E I 22A ERIOR BACK FLOEA PREVENTER (PER ARCH. PLANS)
234 PCI
O B Z111 LOCAL BEGIN)
NT OF CONNECT ON SERER SAN SANITARY SERV CE (PER LOLL CODES).
23ESPN TARP SEWER SERVICE ENTRY (PER ARCH PLANS)
2010°x10'%70" f I 29A IAANTNNSERVICESERVICEN S V
I6INCHERTCA.SEPAR4TON
I 29B MAINTAIN M N 10 FeET HOR ZONTAL S=PARATON
TH
10W 31A LOCATION FOR S UTLTY AS SHORNS FOR DRAWING PURPOSES ONLY.
TACTOR SHALL VERIFY HE E%ACi LOCATION N FIELD PRIOR TO THE
CONSTRUCTION OF THE PROPOSED UTILITY LINE TO BE CONNECTED
��y I
C
ONTRACTOR SHALL NOTIFY CEI ENGINEERING F THE DESIGN AS SHOWN IS
/ I I 13N A
J6A
NOT
CNLU I IRRIGATION O
SERV CE ENTRY PER ARCH PNS EE (SSIZES THE
OTMGO E-8
FFE - 950.50
I HEREBY CERTIFY THAT THIS SET OF PLANS AND SPECIFICATIONS WAS PREPARED
`t
SY ME OR UNDER MY DIRECT SUPERVISION, AND THAT I AMA DULY LICENSED
UTILITYPLAN NORTHEAST
PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA.
SHEETNO,
9/16/2015 26364
NEIL TESSIER, PE. DATE REGISTRATION NO.
'I
1-291W
C4.2
SAFEngineering, PLLC
REV -I
Site and Athletic Facility Engineering
6574 Sioux Line 612-213-9859
LIDO Lakes. MN 55014 nrtessiet�Omail.com
29013 9/22/15 NT CMB CMB CA IB
CEI PROJECT NO. INITIAL DATE DPOR PM DES DRW
ELK RIVER ISD # 728
li
Engineering Associates, Inc.
th 47-
2025 Centre Poin(e BI Suite 210 (651)452-8960
2025
`t
Mendota Hei9h(s. MN 55120 (651)452-1169
UTILITYPLAN NORTHEAST
TF
SHEETNO,
OI SEGO TM1E-8 JC_
1-291W
C4.2
REV -I
OTSEGO E-8
FFE — 950.50
------- ---------------------
SERVICE
I-
NR'RTHWEST RT EA T
I aaa1 ,.II
ITH S i HERS
A ALL WATER LINES $HALL BE DIP CLASS 52 WITH MIN. T' COVER.
B. ALL SANITARY SEWER LINES SHALL BE BOB 2S WTH MIN. I'COVER.
C. CONTRACTOR SHALL COORDINATE ANY DISRUPTIONS TO EXISTING
UTILITY SERVICES WITH ADJACENT PROPERTY OWNERS.
0. ALL ELECTRIC. TELEPHONE AND GAS EXTENSIONS INCLUDING SERVICE
U14U SHALL BE CONSTRUCTED TO THE APPROPRIATE UTILITY COMPANY
SPECIFICATIONS. ALL UTILITY DISCONNECTIONS SHALL BE COORDINATED
MIT THE DESIGNATED UTILITY COMPANIES.
E. CONSTRUCTION SHALL NOT START ON ANY PUBLIC UTILITY SYSTEM UNTIL
WRITTEN APPROVAL HAS BEEN RECEIVED BY THE ENGINEER FROM THE
APPROPRWTE GOVERNING AUTHORITY AND CONTRACTOR HAS BEEN
NOTIFIED BY THE ENGINEER.
F. PRO fl TO THE CONSTRUCTION OF OR CONNECTION TO ANY IT. -
ORA N.
TORMORAIN. SANITARY SEWER. WATER MAIN OR ANY OF THE DRY UTILITIES.
THE CONTRACTOR SHALL EXCAVATE VERIFY AND CALCULATE ALL POINTS
OF CONNECTION AND ALL UTILITY CROSSINGS AND INFORM CEI
ENGINEERING AND THE OWNER/DEVELOPM OF ANY CONFLICT OR
REDDIRED DEVIATIONS FROM IF PIAN. NOTIFICATION SHALL BE 1AADE A
MINIMUM OF 43 HOURS PRIOR TO CONSTRUCTION. CEI ENGINEERING AND
ITS CLIENTS SHALL BE HELD HARMLESS IN THE EVENT THAT THE
CONTRACTOR FAILS TO MANESUCH NOTIFICATION.
G. UNLESS OTHERWISE SHOWN. CALLED OUT OR SPECIFIED HEREON OR
WITHIN SPECIFIOANONS:
ALL.
AWATER UNE FITTINGS SHALL BE INSTALLED WITH THRUST BLOCKING
PER DETAIL 311
All WATER LINE PIPE BEDDING SHALL BE INSTALLED PER DETAIL— ALL
SANITARY SEWER PIPE BEDDING SHALL BE INSTALLED PER DETAIL 423.
❑ UTILITY DETAILS
361 FlRE HYDRANT ASSEMBLY
39B PRE-CA$T SANITARY SEWER MANHOLE
O UTILITY NOTES
22A PONT OF CONNECTION - WATER SERVICE IPER LOCAL COOS).
22B M.J AP PING BLEEVE WITH A.J. TAPPING VALVE AND THRUST BLOCKING WITH
ADJUSTABLE VALVE BOX (SEE SIZES THIS SHEET).
22C MJ. DATE VALVE WITH ADJUSTABLE VALVE BOX (SEE SIZES THIS SHEET).
ZZ O MJ.TEE WITH THRUST DLOCKING (SEE -1 EES THIS SHEET),
22H 45 DEGREE M.J. BEND WITH THRUST BLOCKING (SEE SIZES THIS SHEET).
221 22-1 2 DEGREE MJ. BEND WITH THRUST BLOCKING (BEE SIZE$ THIN SHRED,
22J 11-1(4 DEGREE M.J. BEND WITH THRUSTBLOCKING (SEE SIZES THIS SHEET).
22K SPRINKLER ENTRY PER ARCH. PLANS (SEE -6 THIS SHEET)
22L METEBED DOMESTIC WATER SERVICE ENTRY PER ARCH. PLANS (SEE SIZES
THIS SHEET)
22% IMNIOR WATER METER (PER LOCAL 0005)
22Y INTERIOR BACK FLOW PREVENTER (PER ARCH. PUNS)
23APOINT OF CONNECTION - SANTT— SEN. SERVICE(PER LOCAL CODES;,
23ESANITARY SFW R SERVICE ENTRY (PER ARCH. PIANS).
2S.AMAINTAIN MIN. IBINCHESVERTICALSEPARATION.
SSR MAINTAIN IN. 10 FEET HORIZONTAL$EPARARON.
31A LOCATION FOR THIS UTILITY AS SHOWN IS FOR DRAMIJG PURPDSES ONLY.
MRACTOR SHALL VERIFY THE EXACT LOCATION IN FIELD PRIOR TO THE
CONSTRUCTION OFTHE PROPOSED UTILITY LINE TO BE CONNECTED,
CONTRACTOR SHALL NOTIFY CH ENGINEERING IFTHE.DESIGN AS SHOWN IS
NOTACHIEVABLE
ISA METERED IRRIGATION SEMITE ENTRY PER ARCH PUNS. IS. SMES THIS
SHEET)
[HEREBY CERTIFY THAT THIS SET OF PLANS AND SPECIFICATIONS WAS PREPARED
BY ME OR UNDER MY DIRECT SUPERVISION, AND THAT I AM A DULY LICENSED
PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA.
//L
O� 9/22/2015 26364
NEILTESSIER, PE DATE REGISTRATION NO.
SAFEngineering, PLLC
Site and Athletic Facility Engineering
6574 Sioux Lena 612-213-9959
Uno Lakes. MN 55014 Trte,stergumall.com
ELK RIVER ISD # 728
Engineering Associates, Inc.
2025C—Plot Blvd.. SUlfe 2,0 (bSl/43l-b.Y6U
Mead— Hi;hO, YN 55Y20
10
UTILITYPLAN SOUTHWEST 9W51/�SHEET RIO.
07,1:;—=W E-8 SCHOCL 4x9 PM C4.3
REV -1
y�
��gEFORE
�
C
ss
4
SQ
yy�sorq
yJ5 0 40' 60' BO'
!
SI
qVE GP��'
SCALE IN FEET
i
EXISTING LEGEND
DENOTES FOUND - HAND HOLE
MONUMENT AS MARKED TELE/ELEC BO%
WELL ELECTRIC/00.5 METER
WATERVALVES CAS VALVE
HYDRANT - -CURB
CATCH BASIN/STORM MH - _- CONCRETE
CULVERT/F.E.S. --- —. ELECTRIC LINE
SANITARY MANHOLE - TELEPHONE LINE
-----FIBER OPTIC LINE
CLEANOUT _ -WATERLINE
- SIGN STORM SEWER LINE
-
UTILITY POLE SANITARYSEWER LINE
UGHT POLE
FENCE
GENERAL UTILITY NOTES
I-
NR'RTHWEST RT EA T
I aaa1 ,.II
ITH S i HERS
A ALL WATER LINES $HALL BE DIP CLASS 52 WITH MIN. T' COVER.
B. ALL SANITARY SEWER LINES SHALL BE BOB 2S WTH MIN. I'COVER.
C. CONTRACTOR SHALL COORDINATE ANY DISRUPTIONS TO EXISTING
UTILITY SERVICES WITH ADJACENT PROPERTY OWNERS.
0. ALL ELECTRIC. TELEPHONE AND GAS EXTENSIONS INCLUDING SERVICE
U14U SHALL BE CONSTRUCTED TO THE APPROPRIATE UTILITY COMPANY
SPECIFICATIONS. ALL UTILITY DISCONNECTIONS SHALL BE COORDINATED
MIT THE DESIGNATED UTILITY COMPANIES.
E. CONSTRUCTION SHALL NOT START ON ANY PUBLIC UTILITY SYSTEM UNTIL
WRITTEN APPROVAL HAS BEEN RECEIVED BY THE ENGINEER FROM THE
APPROPRWTE GOVERNING AUTHORITY AND CONTRACTOR HAS BEEN
NOTIFIED BY THE ENGINEER.
F. PRO fl TO THE CONSTRUCTION OF OR CONNECTION TO ANY IT. -
ORA N.
TORMORAIN. SANITARY SEWER. WATER MAIN OR ANY OF THE DRY UTILITIES.
THE CONTRACTOR SHALL EXCAVATE VERIFY AND CALCULATE ALL POINTS
OF CONNECTION AND ALL UTILITY CROSSINGS AND INFORM CEI
ENGINEERING AND THE OWNER/DEVELOPM OF ANY CONFLICT OR
REDDIRED DEVIATIONS FROM IF PIAN. NOTIFICATION SHALL BE 1AADE A
MINIMUM OF 43 HOURS PRIOR TO CONSTRUCTION. CEI ENGINEERING AND
ITS CLIENTS SHALL BE HELD HARMLESS IN THE EVENT THAT THE
CONTRACTOR FAILS TO MANESUCH NOTIFICATION.
G. UNLESS OTHERWISE SHOWN. CALLED OUT OR SPECIFIED HEREON OR
WITHIN SPECIFIOANONS:
ALL.
AWATER UNE FITTINGS SHALL BE INSTALLED WITH THRUST BLOCKING
PER DETAIL 311
All WATER LINE PIPE BEDDING SHALL BE INSTALLED PER DETAIL— ALL
SANITARY SEWER PIPE BEDDING SHALL BE INSTALLED PER DETAIL 423.
❑ UTILITY DETAILS
361 FlRE HYDRANT ASSEMBLY
39B PRE-CA$T SANITARY SEWER MANHOLE
O UTILITY NOTES
22A PONT OF CONNECTION - WATER SERVICE IPER LOCAL COOS).
22B M.J AP PING BLEEVE WITH A.J. TAPPING VALVE AND THRUST BLOCKING WITH
ADJUSTABLE VALVE BOX (SEE SIZES THIS SHEET).
22C MJ. DATE VALVE WITH ADJUSTABLE VALVE BOX (SEE SIZES THIS SHEET).
ZZ O MJ.TEE WITH THRUST DLOCKING (SEE -1 EES THIS SHEET),
22H 45 DEGREE M.J. BEND WITH THRUST BLOCKING (SEE SIZES THIS SHEET).
221 22-1 2 DEGREE MJ. BEND WITH THRUST BLOCKING (BEE SIZE$ THIN SHRED,
22J 11-1(4 DEGREE M.J. BEND WITH THRUSTBLOCKING (SEE SIZES THIS SHEET).
22K SPRINKLER ENTRY PER ARCH. PLANS (SEE -6 THIS SHEET)
22L METEBED DOMESTIC WATER SERVICE ENTRY PER ARCH. PLANS (SEE SIZES
THIS SHEET)
22% IMNIOR WATER METER (PER LOCAL 0005)
22Y INTERIOR BACK FLOW PREVENTER (PER ARCH. PUNS)
23APOINT OF CONNECTION - SANTT— SEN. SERVICE(PER LOCAL CODES;,
23ESANITARY SFW R SERVICE ENTRY (PER ARCH. PIANS).
2S.AMAINTAIN MIN. IBINCHESVERTICALSEPARATION.
SSR MAINTAIN IN. 10 FEET HORIZONTAL$EPARARON.
31A LOCATION FOR THIS UTILITY AS SHOWN IS FOR DRAMIJG PURPDSES ONLY.
MRACTOR SHALL VERIFY THE EXACT LOCATION IN FIELD PRIOR TO THE
CONSTRUCTION OFTHE PROPOSED UTILITY LINE TO BE CONNECTED,
CONTRACTOR SHALL NOTIFY CH ENGINEERING IFTHE.DESIGN AS SHOWN IS
NOTACHIEVABLE
ISA METERED IRRIGATION SEMITE ENTRY PER ARCH PUNS. IS. SMES THIS
SHEET)
[HEREBY CERTIFY THAT THIS SET OF PLANS AND SPECIFICATIONS WAS PREPARED
BY ME OR UNDER MY DIRECT SUPERVISION, AND THAT I AM A DULY LICENSED
PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA.
//L
O� 9/22/2015 26364
NEILTESSIER, PE DATE REGISTRATION NO.
SAFEngineering, PLLC
Site and Athletic Facility Engineering
6574 Sioux Lena 612-213-9959
Uno Lakes. MN 55014 Trte,stergumall.com
ELK RIVER ISD # 728
Engineering Associates, Inc.
2025C—Plot Blvd.. SUlfe 2,0 (bSl/43l-b.Y6U
Mead— Hi;hO, YN 55Y20
10
UTILITYPLAN SOUTHWEST 9W51/�SHEET RIO.
07,1:;—=W E-8 SCHOCL 4x9 PM C4.3
REV -1
RTHWESTPRTS�aS)UTHI
I
r�
II
III
II
Iu
N
II
III
u
u
N
II
II
II
N
II
II
II
II
II
IN
u
II
u
II
0
u
II
III
N
II
IN
N
u
U
II
II
II
II
II
I
II
II
II
II
II
II
II
II
II
II
II
u
III
N
u
II
II
N
II
III
N
u
III
N
II
N
II
II
III
II
II
.II
II
II
II
II
II
II
II
I )III
L
Op �
O
BEFORE poG
s
0 s�
pSQO
0 40Eo' ao'
ONE
... SCALE IN FEEL
EXISTING LEGEND
2025 Centre Pointe Blvd.. Suite2T0
DENOTES FOUND
HAND HOLE
MONUMENTASMARKED
TELE/ELEC BOX
Wp,L
ELECTRIC/CAS METER
- WATER VALVES
GAS VALVE
HYDRANT
CURB
CATCH BASIN/STORM MH
CONCRETE
CULVERT/F.E.S. -
-- .ELECTRIC LINE
- SANITARY MANHOLE —
TELEPHONE UNE
CLEAN OUT
FIBER OPTIC UNE
SIGN
'WATERLINE
UTILITY POLE ---STORM
- LIGHTFOLE _
SEWER UNE
SANITARY SEWERUNE
--
— FENCE
GENERAL UTILITY NOTES
A. ALL WATER U14U SHALL BE DIP CLASS 52 WITH MIN. 7' COVER.
B. ALL SANITARY SEWER LINES SHALL BE SIR 26 WITH MIN. T COVER.
C. CONTRACTOR SHALL COORDINATE ANY OISRCPTIONS TO EXISTING
UTIUTY SERVICES WITH ADJACENT PROPERTY OWNERS.
D. ALL ELECTRIC. TELEPHONE AND GAS EXTENSIONS INCLUDING SERVICE
UNES: SHALL BE CONSTRUCTED TO THE APPROPRIATE UTILITY COMPANY
SPECIFICATIONS. ALL UTILITY DISCONNECTIONS SHALL BE COORDINATED
WITH THE DESIGNATED UTILITY COMPANIES.
E. CONSTRUCTION SHALL NOT START ON ANY PUBLIC .1111 SYSTEM UNTIL
WRNTEN APPROVAL HAS BEEN RECEIVED BY THE ENGINEER FROM THE
APPROPRIATE GOVERNING AUTHORITY AND CONTRACTOR HAS BEEN
NOTIFIED BY THE ENGINEER.
F. PRIOR TO THE CONSTRUCTION OF OR CONNECTION TO ANY STORM
DRAIN, SANITARY SEWER. WATER MAIN OR ANY OF THE DRY UTILITIES.
THE CONTRACTOR SHALL EXCAVATE. VERIFY AND CALCULATE ALL POINTS
OF CONNECTION AND ALL UTILITY CROSSINGS AND INFORM CEI
ENGINEERING AND THE OWNFR/DEVELOPEF OF ANY CONFLICT OR
REDDIRED DEVIATIONS FROM THE PLAN. NOTIFICATION SHALL BE MADE A
MINIMUM OF 48 HOURS PRIOR TO CONSTRUCTION. CEI ENGINEERING AND
ITS CUENTB SHALL BE HELD HARMLESS IN THE EVENT THAT THE
CONTRACTOR FAILS TO MANE SUCH NOTIFICATION.
G. UNLESS OTHERWISE SHOWN. CALLED OUT OR SPECIFIED HEREON OR
WITHIN SPECIFICATIONS:
ALL WATER UNE FITTINGS SHALL BE INSTALLED WITH THRUST BLOCKING
PER DETAIL 31A.
ALL WATER LINE PIPE BEDDING SHALL BE INSTALLED PER DETAIL ASA. ALL
SANITARY SEWER PIPE REDOING SHALL BE INSTALLED PER DETAIL 428.
❑ UTILITY DETAILS
36A FIRE HYDRANT ASSEMBLY
39B MCTGASTSANRARYSEWERMANHOLE
Q UTILITY NOTES
NA P01 O O — mJ—PINGSNLEEVEWRH M.JETAPPNG VALVE AND THRUST BLOCKING WITH
ADJUSTABLE VALVE BOX (SEE SINS THIS SHEET).
22C M.J.GATEVALVE WITHASJHSTABLE VALVE BOX(SEEBIZES THIS SHEET).
220 IA.J.TEE WITH THRUST BLOCIUN. (SEE IS. -11 SHEET).
.N AS DEGREE IA18ENp WITH THRUST BLOCKING (SEE SIZES THIS SHEET).
221 22-1'2 DEGREE M.J. BEND. WITH THRUST BLOCKING (SEE SIZES THIS SHEET).
.. .,.. c - THIS SHEED.
NJ 11-1 iA DEGREE MJ. REND WITH THRUST BLOCKING (SEE SIZES T
22K SPflINNLEA ENTRYPERWATER SERVICE
(ENTRY PER IHISSHEET)
LAN
METERED DOMESTIC WATER SERVICE ENTRY PER ARCH. PIANS (BEE SIZES
........ ........... ....e ..:.. ^:'.: ... .:.
. 1.WATE
EEi)
:22X NTFAIOI R METEfl (PER LECALCOD
22Y INTERIOSACK FLOW PREVEMTER(PERARCH. SERVIC S)
23A POINT OF CONNECTION -SANITARY SEWER SERVICE(PER.LOGILCDOES).
23E SANRARY SEWER EEP.VICE ENTRY (PER ARCH. PLANS).
25A MAT AINMIN.ISINCH—STHICALSEPARATION.
29B NUVNTAIN MIN.IEFEETHORIZONTALSEPARATION.
31A LOCATION FOR THIS U'RUTY AS SHOWN IS FOR DRAWING PURPOSES ONLY,
ONTRAEDGH SHALL VERIFY THE EXALT LOCATION IN FIELD PRIOR TO THE
CONSTRUCTION OF THE PROPOSED STSURY USE TO BE CONNECTED.
CONTRACTOR SHALL NOTIFY CEI ENGINEERING IF THE DESIGN AN SHOWN IS
NOT ACHIEVABLE
76P METERED IRRIGATION SERVICE ENTRY PER ARCH PIANS. (SEE SIZES THIS
SHEET)
I HEREBY CERTIFY THAT THIS SET OF PLANS AND SPECIFICATIONS WAS PREPARE.
BY ME OR UNDER MY DIRECT SUPERVISION, AND THAT I AM A DULY LICENSED
PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA
/ / L O� 9/22!2015 ?
NEIL TESSIER, PE. DATE REGISTRA6364TION N0.
SAFEngineering, PLLC
Site and Athletic Facility Engineering
6574 Sioux Lane 612-213-9659
-- Lino Lakes. MN 55014 nrtessleT@Dmall.coTn
- ---"- -- --- ELK RIVER ISD #728
— - — Engineering Associates, Inc.
1:WaNEER5PUNNE115 SURYEYL
PE AR• RWJM•TAL
2025 Centre Pointe Blvd.. Suite2T0
(651)452-9960
Mentlota HaiMhls. MN55120
(6511452-1149
- -
UTILITY PLAN SOUTHWEST
° AT
22
N0'
073LEW E-8 SChKXX
I
4:29 PM
REV -1
"
s101YPR6l-Ba0 YOID m EnRl�10 MSOOATF[
YIC•
I
I
8RTHWEST RTHrASI
III I
1I aaa. I
S LITH E _S THEA3
m
I m l
J
m
BSE 93 939== ryVII
I
I. y
942
_944 ��� - �- 1 Sg '•�+- - - - - '-/�/
_940Q���_B45 948 -94]x- ,�._ 9q, �-��--��9�+3 942 •/%J�!` `
- 4-, F 948-949 550�_'�`. ��
x.952 ♦ _...'�- ..-.-------_�-':! N� ._94, -----94
1
619'
I !
t
t
gEWRE yp�
o,
ss
4
SQ
N
2
�y�sorq
0 80' 120' 160'
CNE cP
SCALE IN FEET
EXISTING LEGEND
DENOTES FOUND
HAND HOLE
MONUMENTAS MARKED
TELE/ELEC BOX
WELL
ELECTRIC/GAS METER
WATER VALVES
CAS VALVE
HYDRANT
CURB
CATCH BASIN/STORM MH
CONCRETE
CULVERT/F.E.S.
ELECTRIC LINE
SANITARY MANHOLE
TELEPHONE LINE
CLEAN OUT
FIBER OPTIC LINE
SIGN
WATERLINE
UTILITY POLE
STORM SEWER UNE
LIGHT POLE
SANITARY SEWER LINE
FENCE
EROSION DETAILS
® TEMPORARY STONE CONSTRUCTION ENTRANCE (CE)
— SF — TEMPORARY SILT
FENCE ISE)
® TEMPORARY SILT
FENCE INLET PROTECTION (IP.)
® TEMPDPAHY OANDY
RAG INLET PROTECTION 0P9)
BIO LOG SILT DIKE BY GEI WORKS. INSTALL PER
MANUFACTURES RECOMMENDATIONS (ON EXISTING
PAVEMENT) (SO)
N`
b
�T
I `
I
I
I
I
I
I
I
I
I I-.
I�
I
I
I
II
I
I
IT
I
I
I�
I
I
I
1 Ir
II
I
I
I
II
11
IT
I
l
I
1
I
I
I
II
1
I
I
1
II
I'c>
I
OEFORE y0G
s
s,
F
SF
ZZ�SOTq
ONE OP
1116L
N
D 39' d5' 60'
SCALE IN FEET
EXISTING LEGEND
(651)452-1 1
DENOTES FOUND
HAND HOLE
MONUMENT AS MARKED
TELE/ELEC BOX
WELL
ELECTRIC/GAS METER
WATER VALVES
CAS VALVE
HYDRANT
CURB
CATCH BASIN/STORM MH
CONCRETE
CULVERT/F.E.5.
ELECTRIC LINE
SANITARY MANHOLE
TELEPHONE LINE
CLEAN OUT
FIBER OPTIC LINE
WATER LINE
SIGN
SIGNY
STORM SEWER LINE
POLE
UTILITSANITARY
SEWER LINE
LIGHT POLE
FENCE
EROSION DETAILS
® TEMPORARY STONE CONSTRUCTION ENTRANCE (CE)
— SF TEMPORARY SILT
FENCE ISE)
® TEMPORARY SILT
FENCE INLET PROTECTION 11161
® TEMPORARY DANDY BAG INLET PROTECTION II191
.®. BIO LOG SILT DIKE BY GO WORKS. INSTALL PER
MAI I UFACTURES RECOMMENDATIONS (ON EXISTING
PAVEMENT)(SO)
SF—SF \ \ LIMITS OF DISTURBANCE
\\ 132.15ACRES
"�5 A
\ SF J, /
/9A /
9Ay I
LIFT STATION
FFE 946.5
1 HERIC CERTIFY THAT THIS SET OF PIANS AND SPECIFICATIONS WAS PREPARED
BV ME OR UNDER MY DIRECT SUPERVISION, AND THAT I AMA DULY LICENSED
PROFESSIONAL ENGINEER UNDER THE IAWS OF THE STATE OF MINNESOTA.
9/22/2915 26364
NEIL TESSIER. PE. DATE REGISTRATION NO.
SAFEngineering, PLLC
Site and Athletic Facility Engineering
6574 SI— Lana 612-213-9859
Lina Lakes. AN 55014 nrtessiefCOmail.[om
29013 9/22/15 IJE CMB CMB CAIS
CEI PROJECT 110. INITIAL DATE I DPOR PM DES ORW
ELK RIVER ISD # 728
Engineering Associates, Inc.
2125 Cenbe Pointe Brod.. SnRe 210
(651)452-1 1
Mendota'a""s. MN 55121
(651)652-1149
SWPPP NORTHWEST
°A75
9/22/15
OTSEW E8 SCHOM
4.29 PM
C5.1
REV -f
pIJ-RMF6b0
PDID L!]
QAiNFFiRM ASUOAfiS
WC
--------SFS
1_I
OTSEW E-8
FFE - 950.50
RETENTION BASIN
NWL 961.5
/96p
1.�
5S RE yo°
{ s
s,
A
SA
N
yZ�SOrq
0
45' 60'
ONE
SCALE IN FEET
EXISTING LEGEND
DENOTES ED NO
HAND HOLE
MONUMENT AS MARKED
TELE/ELEC BOX
WELL
ELECTRIC/GAS METER
WATER VALVES
GAS VALVE
HYDRANT
CURB
CATCH BASIN/STORM MH
CONCRETE
CULVERT(F.E.S.
ELECTRIC LINE
SANITARY MANHOLE
TELEPHONE 11
CLEAN OUT
FIBER OPTIC LINE
SIGN
- WATER LINE
STORM SEWER LINE
UTILITY POLE
SANITARY SEWER LINE
LIGHT POLE
FENCE
EROSION DETAILS
® TEMPORARY STONE CONSTRUCTION
ENTRANCE (CE)
¢ — TEMPORARY SILT FENCE (SE)
® TEMPORARY SILT FENCE INLET PROTECTION (1161
® TEMPORARY DANDY BAG INLET PROTECTION 0P9)
.®. BIO LOG SILT DIKE BY GET WORKS. INSTALL PER
MANUFACTURES RECOMMENDATIONS (ON EXISTING
PAVEMENT)(SD)
I HEREBY CERTIFY THAT THIS SET OF PLANS AND SPECIFICATIONS WAS PREPARED
BY ME OR UNDER MY DIRECT SUPERVISION, AND THAT I AMA DULY LICENSED
PROFESSIONAL
ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA
/ / L /� _� .111.11 26364
NEIL TESSIER. PE. DATE REGISTRATION NO.
SAFEngineering, PLLC
Site and Athletic Facility Engineering
6576 S-,, Len612-213-9859
Lino Lakes. MN 55014 nrtassierCOmail.com
29013 9121115 NT CMB CMB CM1TB
CEI PROJECT NO. INITIAL DATE DPOR PM DES DRW
ELK RIVER ISD # 728
7 Engineering Associates, Inc.
ENGINEERS PLANNERS SURYEYVRS
NO P A 17ECT5 MENTAL I
2625 Centre Poinle Blvd.. Se 210 (651)452-5960
Merttlots HeiChfs. MN 55120al(651)452-1149
SWPPOTSEIG
PtNORTTHEAST 121 �"�7 N0
G 8 SCHOM 4:29 PM C5.2
REV- I
1901J-PRO/-6bD PID 6J WaNF£MM ASSQ]ATEC WC
I `I
II
NI RTHWESPRT �T
I,
I
I
SIiUTHWESpll��i—JI
s
s`
n
Sp
E RC l, 111161,
0 40' 60' 80'
yy�sorq orvE
SCALE III FEET
EXISTING LEGEND
TEMPORARY STONE CONSTRUCTION ENTRANCE (CE)
DENOTES FOUND
HAND HOLE
MONUMENT AS MARKED
TELE/ELEC BOX
WELL
ELECTRIC/GAS METER
WATER VALVES
GAS VALVE
HYDRANT
CURB
CATCH BASIN/STORM MH
CONCRETE
CULVERTF.E.5.
ELECTRIC LINE
SANITARY MANHOLE
TELEPHONE LINE
CLEAN OUT
FIBER OPTIC LINE
WATER LINE
SIGN
SIGNSTORM
5EWER LINE
UTILTY POLE
SANITARY SEWER LINE
LIGHPOLE
FENCE
EROSION DETAILS
®
TEMPORARY STONE CONSTRUCTION ENTRANCE (CE)
— SF —
TEMPORARY SILT FENCE (SR
®
TEMPORARY SILT FENCE INLET PROTECTION 11161
®
TEMPORARY DANDY BAG INLET PROTECTION (IP9)
BIO LOG SILT DIKE BY GEI WORKS. INSTALL PER
MAIIUFACTURES RECOMMENDATIONS (ON EXISTING
PAVEMENT) (SD)
I HEREBY CERTIFY THAT THIS SET OF PLANS AND SPECIFICATIONS WAS PREPARED
BY ME OR UNDER MY DIRECT SUPERVISION, AND THAT I AM A DULY LICENSED
PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA.
e7l-225— 9/22/2015 26364
NEIL TESSIER, PE. DATE REGISTRATION NO.
SAFEngineering, PLLC
Site and Athletic Facility Engineering
6574 Sioux Lane 612-213-9659
LInO Lake, MN 55014 nn... 0amail—m
29019 9122115 CAB
CEI PROJECT NO. INITIAL DATE OE
DRW
ELK RIVER
Engineering Associates, Inc.
ENO(NEERS• PLANNERS SURVEYORS
LAND PE ARNE ENNRpY L S EN
2025 Centre PointeBlvd.. Suite 210 (651)452-8960
Mendota Heights. MN 55120 (651)452-1149
SWPPP^^PSOUTTHEAAST °1AIE sNE�r Na
0l JGW E8 SCHOOL
d:29 PM (i$.3
REV -1
1DOIJ-PR0.l-8o0 2010 tD UIONmfWO ASOOAIES WC
I
IIII
ORTHWEST ORTHAST
IiI
rasa: �
qUTHEE S THE 8
BEFORE POL
c
es%
IP6 IP9 4`sn
2 opo2
II
IP6 IP9 \�� EXISTING LEGEND
DENOTES FOUND
MONUMENT AS MARKED
48
1 II
1 II I \\
II \
Ir II \
t II I
I II
t II
II II
I'y II
I II
I II
I II
Ii I II
I o
t II
t II
I II
I II
I' II
t II
1 I
I II
I1 II
I II
I II
I II
11 II
Ir II
t a II I
t II I
I
t II I
I II
I lr I m II
1
I II
II
I II
II
Ii
9
— 951
WELL
WATER VALVES
HYDRANT
CATCH BASIN/STORM MH
CULVERT/RES.
SANITARY MANHOLE
CLEAN OUT
SIGN
UTILITY POLE
LIGHT POLE
HAND HOLE
TELE/ELEC BOX
ELECTRIC/GAS METER
GAS VALVE
CURB
CONCRE E
ELECTRIC UNE
TELEPHONE LINE
FIBER OPTIC LINE
WATER UNE
STORM SEWER LINE
SANITARY SEWER UNE
FENCE
EROSION DETAILS
®
TEMPORARY STONE CONSTRUCTION ENTRANCE (CE)
— SF —
TEMPORARY SILT FENCE (SF)
®
TEMPORARY SILT FENCE INLET PROTECTION IIP6)
®
TEMPORARY DANDY SAG INLET PROTECTION (I19)
BIO LOG SILT DIKE BY GEI WORKS. INSTALL PER
--
MAI,IUFACTURES RECOMMENDATIONS (ON EXISTING
— -----'-— ---
PAVEMENT) (SD)
i
!-- /HEREBY CERTIFY THAT THIS SET OF AND SPECIFICATIONS WAS PREPARED
BY ME OR UNDER E GI DIRECTSUPERVISION,DERTHLAWS OF THE S ATE F LY LICENSED
MINNESOTA.
PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA.
/ L ! W22/2015 26364
I
M
it -J
;SAFEngineering,
— -- _
-- --------- -
NEIL TESSIER PE DATE REGISTRATION NO.
--
— -----'-— ---
PLLC
Site and Athletic Facility Engineering
65/4 Si... L-612 -213--B59
Lino Lakes. MN 55014 artsss gOma cam
__ 29013 9/22/15 NT CMB CMS C"V`
E -- ..
- "I I{III L .. r i. tl I JI f -I F i EL.I u^ CEI PROJECT N—O INITIAL DATE DPOR PM DES DRW
MI7 - '__ –
_ fl I I �II
I I I' u _ ELK RIVER ISD # 728
°�N Lr,,l
Engineering Associates, Inc.
ENGINLANO �P AR• 1 C EPLANNFNNRONMENTAL SSCIUSIL
URENttMS
INV -I / ' 2025 Cen(ne Poln(e BIVJ. Sit, 210 (651)452-8950
�I ti'I� Mendota Hei0.. MN 55120 (65/)452-1149
I �+ SOUTHWEST
Jo 9 21f SHEET Ne.
d:Z9 PM (iJr.'i
t r
REV -1
M
NPDES CONSTRUCTION ACTIVITY REQUIREMENTS
A. STOflM WATER POLLUTION PREVENTION PIAN
THE PERMITTEES) MUST IMPLEMENT THE EROSION CONTROUSWPPP AND THE REQUIREMENTS
OF THIS PART. THE BEST MANAGEMENT PRACTICES (BMPS) IDENTIFIED IN THE PLANS AND IN
THIS PERMIT MUST BE INSTALLED IN AN APPROPRIATE AND FUNCTIONAL MANNER.
B. FRORION PREVENTION PRACTICESCT
1. THE PERMITTEE(S) MUST PLAN FOR AND IMPLEMENT APPROPRIATE .CONSTRUCTION
PHASING. VEGETATIVE BUFFER STRIPS. HORIZONTAL SLOPE GRADING. AND OTHER
CONSTRUCTION PRACTICES THAT MINIMIZE EROSION, SO THAT THE INSPECTION AND
MAINTENANCE REQUIREME14TS OF PART II ARE COMPLIED WITH. THE LOCATION OF
AREAS NOT TO BE DISTURBED MUST BE DELINEATED (E.G. WITH FLAGS. STAKES. SIGNS,
SILT FENCE ETC.) ON THE DEVELOPMENT SITE BEFORE WORK BEGINS.
2. ALL EXPOSED SOIL AREAS WITH A CONTINUOUS POSITIVE SLOPE WITHIN 200 LINEAL FEET
OF A SURFACE WATER, MUST HAVE TEMPORARY EROSION PROTECTION OR PERMANENT
COVER FOR THE EXPOSED SOIL AREAS YEAR ROUND. ACCORDING TO THE FOLLOWING
TABLE OF SLOPES AND TIME FRAMES:
TYPE OF SLOPEIML (MAXIMUM TIME AN AREA CAN
REMAIN OPEN WHEN THE AREA
STEEPER THAN 3:1 7 DAYS IS NOT ACTIVELY BEING WORKED.)
101T 3:1 7 DAYS
FLATTER THAN 10:1 7DAYS
THESE AREAS INCLUDE CONSTRUCTED STORM WATER MANAGEMENT POND SIDE SLOPES.
AND ANY EXPOSED SOIL AREAS WITH A POSITIVE SLOPE TO A STORM WATER CONVEYANCE
SYSTEM. SUCH AS A CURB AND GUTTER SYSTEM. STORM SEWER INLET. TEMPORARY OR
PERMANENT DRAINAGE DITCH OR OTHER NATURAL OR MAN MADE SYSTEMS THAT
DISCHARGE TO A SURFACE WATER. TEMPORARY STOCKPILES WITHOUT SIGNIFICANT SILT.
CLAY OR ORGANIC COMPONENTS F.D.. CLEAN AGGREGATE STOCKPILES. DEMOLITION
CONCRETE STOCKPILES. SAND STOCKPILES) ARE EXEMPT FROM THIS REQUIREMENT BUT
MUST COMPLY WITH PART W.C.S.
3. ADDITIONAL BMP'S TOGETHER WITH ENHANCED RUNOFF CONTROLS ARE REQUIRED FOR
DISCHARGES TO SPECIAL AND IMPAIRED WATERS. THE BMPS IDENTIFIED FOR EACH
SPECIAL OR IMPAIRED WATER ARE REQUIRED FOR THOSE AREAS OF THE PROJECT
DRAINING TO A DISCHARGE POINT ON THE PROJECT THAT IS WITHIN ONE MILE OF A
SPECIAL OR IMPAIRED WATER AND FLOWS TO THAT WATER.
4. THE NORMAL WETTED PERIMETER OF ANY TEMPORARY OR PERMANENT DRAINAGE DITCH
THAT DRAINS WATER FROM A CONSTRUCTION SITE, OR DIVERTS WATER AROUND A SITE.
MUST BE BTABUZED WITHIN 2C0 LINEAL FEET FROM THE PROPERTY EDGE. OR FROM THE
POINT OF DISCHARGE TO ANY SURFACE WATER. STABILIZATION MUST BE COMPLETED
WITHIN 24 HOURS OF CONNECTING TO A SURFACE WATER.
S. PIPE OUTLETS MUST BE PROVIDED WITH TEIAPORARY OR PERMANENT ENERGY DISSIPATION
BEFORE CONNECTION TO A SURFACE WATER.
6. WHEN POSSIBLE, ALL SLOPES MUST BE GRADED IN SUCH A FASHION SO THAT TRACKING
MARKS MADE FROM HEAVY EQUIPMENT ARE PERPENDICULAR TO THE SLOPE.
7. ALL AREAS DISTURBED DURING CONSTRUCTION MUST BE RESTORED AS DETAILED IN
THESE REQUIREMENTS. THE TYPE OF PERMANENT RESTORATION SHALL BE CLEARLY
SHOWN ON THE PLANS INCLUDING BUT NOT LIMITED TO SOD. SEED. IMPERVIOUS COVER
AND STRUCTURES. A MINIMUM OF 6 INCHES OF TOPSOIL MUST BE INSTALLED PRIOR TO
PERMANENT RESTORATION. AREAS IN WHICH THE TOP SOIL HAS BEEN PLACED AND FINISH
GRADED OR AREAS THAT HAVE BEEN DISTURBED AND OTHER GRADING OR SITE BUILDING
CONSTRUCTION OPERATIONS ARE NOT ACTIVELY UNDERWAY MUST BE TEMPORARILY OR
PERMANENTLY RESTORED AS SET FORTH IN THE FOLLOWING REQUIREMENTS.
A. AREAS WITH SLOPES THAT ARE LESS THAN 3:1 MUST BE SEEDED AND MULCHED WITHIN 14
DAYS OF THE AREA NOT BEING ACTIVELY WORKED,
S. AREAS WITH SLOPES THAT ARE GREATER THAN 3:1 MUST BE SEEDED AND EROSION
CONTROL BLANKET PLACED WITHIN 14 DAYS OF THE AREA NOT BEING ACTIVELY WORKED
C. ALL SEEDED. AREAS MUST BE EITHER MULCHED AND DISC ANCHORED. HYDRO -MULCHED.
OR COVERED BY EROSION CONTROL BLANKET TO REDUCE EROSION AND PROTECT THE
SEED. TEMPORARY OR PERMANENT MULCH MUST BE DISC ANCHORED AND APPLIED AT A
UNIFORM RATE OF 2 TONS PER ACRE AND HAVE 90% COVERAGE.
D. IF THE DISTURBED AREA WILL BE RE -DISTURBED WITHIN A SIX MONTH PERIOD.
TEMPORARY VEGETATIVE COVER SHALL BE REQUIRED CONSISTING OF AN APPROVED SEED
MIXTURE AND APPLICATION RATE
E. IF THE DISTURBED AREA WILL NOT BE RE -DISTURBED WITHIN A SIX MONTH PERIOD.
PERMANENT VEGETATIVE COVER SHALL BE REQUIRED CONSISTING OF AN APPROVED SEED
MIXTURE AND APPLICATION RATE.
F. ALL AREAS THAT WILL NOT HAVE MAINTENANCE DONE SUCH AS MOWING AS PART OF THE
FINAL DESIGN SHALL BE PERMANENTLY RESTORED USING AN APPROVED SEED MIXTURE
AND APPLICATION RATE
G. RESTORATION OF DISTURBED WETLAND AREAS SHALL BE ACCOMPLISHED USING AN
APPROVED SEED MIXTURE AND APPLICATION RATE.
B. ALL EROSION CONTROL MEASURES MUST BE MAINTAINED FDR THE DURATION OF THE
PROJECT UNTIL FINAL STABILIZATION HAS BEEN ACHIEVED IN ACCORDANCE WITH CRY
REQUIREMENTS. IF CONSTRUCTION OPERATIONS OR NATURAL EVENTS DAMAGE OR
INTERFERE WITH ANY EROSION CONTROL MEASURES, THEY SHALL BE RESTORED TO SERVE
THEIR INTENDED FUNCTION.
9. ADDITIONAL EROSION CONTROL MEASURES SHALL BE ADDED AS NECESSARY TO
EFFECTIVELY PROTECT THE NATURAL RESOURCES OF THE CITY. THE TEMPORARY AND
PERMANENT EROSION CONTROL PLANS SHALL BE REVISED AS NEEDED BASED ON
CURRENT SITE CONDITIONS AND TO COMPLY WITH ALL APPLICABLE REQUIREMENTS.
C. SEDIMENT CONTROL PRACTICES
1. SEDIMENT CONTROL PRACTICES MUST BE ESTABLISHED ON ALL DOWN GRADIENT
PERIMETERS BEFORE ANY UPGRADIENT LAND DISTURBING ACTIVITIES BEGIN. THESE
PRACTICES SHALL REMAIN IN PLACE UNTIL FINAL STABILIZATION HAS BEEN ESTABLISHED IN
ACCORDANCE WBH FINAL STABILIZATION.
2. IF THE DOWN GRADIENT TREATMENT SYSTEM IS OVERLOADED. ADDITIONAL UPGRADIENT
SEDIMENT CONTROL PRACTICES MUST BE INSTALLED TO ELIMINATE THE OVERLOADING,
AND THE SWPPP MUST BE AMENDED TO IDENTIFY THESE ADDITIONAL PRACTICES.
3. THERE SHALL BE NO UNBROKEN SLOPE LENGTH OF GREATER THAN 75 FEET FOR SLOPES
WITH A GRACE OF 3:1 OR STEEPER.
4. ALL STORM DRAIN INLETS MUST BE PROTECTED BY APPROPRIATE BMPS DURING
CONSTRUCTION UNTIL ALL SOURCES WITH POTENTIAL FOR DISCHARGING TO THE INLET
HAVE BEEN STABILIZED. THESE DEVICES MUST BE MAINTAINED UNTIL FINAL STABILIZATION
IS ACHIEVED. INLET PROTECTION MAY BE REMOVED IF A' SPECIFIC SAFETY CONCERN
(STREET RODDING/FREEZING) HAS BEEN IDENTIFIED.
5.TEMPORARY SCIL STOCKPILES MUST HAVE SILT FENCE OR OTHER EFFECTIVE SEDIMENT
CONTROLS ON THE DOWN GRADIENT SIDE OF THE STOCKPILE AND SHALL NOT BE PLACED
AT LEAST TWENTY FIVE (25) FEET FROM ANY ROAD. WFTIAND, PROTECTED WATER,
DRAINAGE CHANNEL, OR STORM WATER INLETS. STOCKPILE LEFT FOR MORE THAN
FOURTEEN (14) DAYS MUST BE STABILIZED WITH MULCH. VEGETATION. TARPS OR OTHER
APPROVED MEANS.
B.VEHICLE TRACKING OF SEDIMENT FROM THE PROJECT SHALL BE MINIMIZED BY APPROVED
BMPS. THESE SHALL BE INSTALLED AND MAINTAINED AT THE CITY APPROVED ENTRANCES.
INDIVIDUAL LOTS SHALL EACH BE REQUIRED TO INSTALL AND MAINTAIN ENTRANCES
THROUGHOUT THE CONSTRUCTION BUILDING UNTIL A PAVED DRIVEWAY IS INSTALLED.
].SEDIMENT THAT HAS WASHED OR TRACKED FROM THE SITE BY MOTOR VEHICLES OR
EQUIPMENT SHALL BE CLEANED FROM THE PAVED SURFACES THROUGHOUT THE DURATION
OF CONSTRUCTION.
S:SILT FENCE OF OTHER APPROVED SEDIMENT CONTROL DEVICES MUST BE INSTALLED IN ALL
AREAS AS SHOWN ON THE SWPPP.
91 FENCE OR OTHER APPROVED SEDIMENT CONTROL DEVICES SHALL BE REQUIRED
ALONG THE ENTIRE CURB LINE, EXCEPT FOR APPROVED OPENINGS WHERE CONSTRUCTION
ENTRANCE WILL BE INSTALLED OR DRAINAGE FLOWS AWAY FROM THE CURB. THIS DEVICE
MUST BE MAINTAINED UNTIL FINAL STABILIZATION IS ACHIEVED.
NPDES CONSTRUCTION ACTIVITY REQUIREMENTS (CONT.) NPDES CONSTRUCTION ACTIVITY REQUIREMENTS (CONT.)
1000ST CONTROL MEASURES. SUCH AS APPLICATION OF WATER MUST BE PERFORMED PERIODICALLY
DUE TO WEATHER. CONSTRUCTION ACTIVITY. AND(OR AS DIRECTED BY THE CITY,
I I.FLOWS FROM DIVERSION CHANNELS OR PIPES (TEMPORARY OR PERMANENT) MUST Be ROUTED TO
SEDIMENTATION BASINS OR APPROPRIATE ENERGY DISSIPATERS TO PREVENT THE TRANSPORT OF
SEDIMENT TO OUTFLOW OR LATERAL CONVEYORS AND TO PREVENT EROSION AND SEDIMENT
BUILDUP WHEN RUNOFF FLOWS INTO THE CONVEYORS.
12ACONCRETE WASHOUT SHALL BE INSTALLED ON PROJECTS THAT REQUIRE THE USE OF CONCRETE.
ALL LIQUID AND SOLID WASTES GENERATED BY CONCRETE WASHOUT OPERATIONS MUST BE
CONTAINED IN A LEAK -PROOF CONTAINMENT FACILITY OR IMPERMEABLE LINER. A SIGN MUST BE
INSTALLED ADJACENTTO EACH WASHOUT FACILITY TO INFORM OPERATORS TO UTILIZE THE PROPER
FACILITIES.
MALL SEDIMENT CONTROL MEASURES SHALL BE USED AND MAINTAINED FOR THE DURATION OF THE
PROJECT UNTIL FINAL STABILIZATION HAS BEEN ACHIEVED ACCORDANCE WITH CITY REQUIREMENTS.
IF CONSTRUCTION OPERATIONS OR NATURAL EVENTS DAMAGE OR INTERFERE WITH ANY EROSION
CONTROL MEASURES. THEY MUST BE RESTORED TO SERVE THEIR INTENDED FUNCTION.
14.ADDITONAL SEDIMENT CONTROL MEASURES SHALL BE ADDED AS NECESSARY TO EFFECTIVELY
PROTECT THE NATURAL RESOURCES OF THE CITY. THE TEMPORARY AND PERMANENT EROSION
CONTROL PLANS SHALL BE REVISED AS NEEDED BASED ON CURRENT SITE CONDITIONS AND TO
COMPLY WITH ALL APPLICABLE REQUIREMENTS.
15.RESTRICT CLEARING AND GRADING WITHIN 20 FEET OF AN EXISTING WETLAND BOUNDARY TO
PROVIDE FOR A PROTECTIVE BUFFER STRIP OF NATURAL VEGETATION.
D. DEWATERING AND BASIN DRAINING
I. DEWATERING OR BASIN DRAINING (E.G., PUMPED DISCHARGES TRENCH/DITCH CUTS FOR
DRAINAGE) RELATED TO THE CONSTRUCTION ACTIVITY THAT MAY HAVE TURBID OR SEDIMENT LADEN
DISCHARGE WATER MUST BE DISCHARGED TO A TEMPORARY OR PERMANENT SEDIMENTATION BASIN
ON THE PROJECT SITE WHENEVER POSSIBLE. IF THE WATER CANNOT BE DISCHARGED TOA
SEDIMENTATION BASIN PRIOR TO ENTERING THE SURFACE WATER. IT MUST BE TREATED WITH THE
APPROPRIATE BMPS. SUCH THAT THE DISCHARGE DOES NOT ADVERSELY AFFECT THE RECEIVING
WATER OR DOWNSTREAM LANDOWNERS. THE PERMRTEE(S) MUST ENSURE THAT DISCHARGE
POINTS ARE ADEQUATELY PROTECTED FROM EROSION AND SCOUR. THE DISCHARGE MUST BE
DISPERSED OVER NATURAL ROCK RIPRAP. SAND BAGS. PLASTIC SHEETING OR OTHER ACCEPTED
ENERGY DISSIPATION MEASURES. ADEOUATE SEDIMENTATION CONTROL MEASURES ARE REQUIRED
FOR DISCHARGE WATER THAT CONTAINS SUSPENDED SOLIDS.
2 ALL WATER FROM DEWATERING OR BASIN DRAINING ACTIVITIES MUST BE DISCHARGED IN A MANNER
THAT DOES NOT CAUSE NUISANCE CONDITIONS. EROSION IN RECEIVING CHANNELS OR ON
DOWNSLOPE PROPERTIES, OR INUNDATION IN WETLANDS CAUSING SIGNIFICANT ADVERSE IMPACT
TO THE WETLAND.
amcRII ormr ""fAl
i. THE PERMITTEE(S) (EITHER THE OWNER OR OPERATOR, WHOEVER IS IDENTIFIED IN THE SWPPP) MUST
ROUTINELY INSPECT THE CONSTRUCTION SITE ONCE EVERY SEVEN (7) DAYS DURING ACTIVE
CONSTRUCTION AND WITHIN 24 HOURS AFTER A RAINFALL EVENT GREATER THAN 0.5 INCHES IN 24
HOURS.
2, ALL INSPECTIONS AND MAINTENANCE CONDUCTED DURING CONSTRUCTION MUST BE RECORDED IN
WRITING AND THESE RECORDS MUST BE RETAINED WITH THE SWPPP IN ACCORDANCE WITH PART III.D.
RECORDS OF EACH INSPECTION AND MAINTENANCE ACTIVITY SHALL INCLUDE:
A. DATE AND TIME OF INSPECTIONS:
B. NAME OF PERSONS) CONDUCTING INSPECTIONS:
C. FINDINGS OF INSPECTIONS, INCLUDING RECOMMENDATIONS FOR CORRECTIVE ACTIONS:
D.CORRECTIVE ACTIONS TAKEN (INCLUDING DATES. TIMES, AND PARTY COMPLETING MAINTENANCE
ACTWRIES):
E. DATE AND AMOUNT OF ALL RAINFALL EVENTS GREATER THAN 112 INCH (0.5 INCHES)' IN 24 HOURS:
AND
F. DOCUMENTATION OF CHANGES MADE TO THE SWPPP AS REQUIRED IN PART III.AA.
3. WHERE PARTS OF THE CONSTRUCTION SITE HAVE UNDERGONE FINAL STABIUZATION. BUT WORK
REMAINS ON OTHER PARTS OF THE SITE, INSPECTIONS OF THE STABILIZED AREAS. MAY BE REDUCED TO
ONCE PER MONTH. WHERE WORK HAS BEEN SUSPENDED DUE TO FROZEN GROUND CONDITIONS. THE
REQUIRED INSPECTIONS AND MAINTENANCE MUST TAKE PLACE AS SOON AS RUNOFF OCCURS AT THE
SITE OR PRIOR TO RESUMING CONSTRUCTION, WHICHEVER COMES FIRST.
4. ALL EROSION AND SEDIMENT BMP'S SHALL BE INSPECTED TO ENSURE INTEGRITY AND EFFECTIVENESS.
ALL NONFUNCTIONAL BMPS' SHALL BE REPAIRED, REPLACED Ofl SUPPLEMENTED WITH A FUNCTIONAL
BMP. THE PERMITTEE SHALL INVESTIGATE AND COMPLY WITH THE FOLLOWING INSPECTION AND
MAINTENANCE REQUIREMENTS.
S. ALL SILT FENCES SHALL BE REPAIRED. REPLACED. OR SUPPLEMENTED WHEN THEY BECOME
NONFUNCTIONAL OR THE SEDIMENT REACHES OF THE HEIGHT OF THE FENCE. THESE REPAIRS SHALL
BE MADE WITH 24 HOURS OF DISCOVERY, OR AS SOON AS FIELD CONDITIONS ALLOW ACCESS.
6. SURFACE WATERS, INCLUDING DRAINAGE DITCHES AND CONVEYANCE SYSTEMS. MUST BE INSPECTED
FOR EVIDENCE OF SEDIMENT BEING DEPOSITED BY EROSION. THE PERMITTEE SHALL REMOVE ALL
DELTAS AND SEDIMENT DEPOSITED IN SURFACE WATERS, INCLUDING DRAINAGE WAYS. CATCH BASINS.
AND OTHER DRAINAGE SYSTEMS, AND RESTABIUZE THE AREAS WHERE SEDIMENT REMOVAL RESULTS IN
EXPOSED SOILS. THE REMOVAL AND STABILIZATION SHALL TAKE PLACE WITHIN 7 DAYS OF DISCOVERY
UNLESS PRECLUDED BY LEGAL. REGULATORY. OR PHYSICAL ACCESS CONSTRAINTS. THE PERMITTEE
SHALL USE ALL REASONABLE EFFORTS TO OBTAIN ACCESS. IF PRECLUDED. REMOVAL AND
STABILIZATION SHALL TAKE PLACE WITHIN 7 CALENDAR DAYS OF OBTAINING ACCESS. THE PERMITTEE IS
RESPONSIBLE FOR CONTACTING ALL LOCAL, REGIONAL, STATE AND FEDERAL AUTHORITIES AND
RECEIVING ANY APPLICABLE PERMITS, PRIOR TO CONDUCTING ANY WORK.
7. CONSTRUCTION BLUE VEHICLE EXIT LOCATIONS SHALL BE INSPECTED FOR EVIDENCE OF OFFSITE
SEDIMENT TRACKING ONTO PAVED SURFACES: TRACKED SEDIMENT SHALL BE REMOVED MOM ALL
OFFSITE PAVED SURFACES WITHIN 24 HOURS OF DISCOVERY, OR IF APPLICABLE, WITHIN A SHORTER
TIME
B. THE PERMITTEElS) ARE RESPONSIBLE FOR THE OPERATION AND MAINTENANCE OF TEMPORARY AND
PERMANENT WATER QUALITY MANAGEMENT BMPS. AS WELL AS ALL EROSION PREVENTION AND
SEDIMENT CONTROL BMPS. FOR THE DURATION OF THE CONSTRUCTION WORK AT THE SITE. THE
PERMITTEES) ARE RESPONSIBLE UNTIL ANOTHER PERMITTEE HAS ASSUMED CONTROL ACCORDING To
PART II.B.5 OVER ALL AREAS OF THE SITE THAT HAVE NOT BEEN FINALLY STABILIZED OR THE SITE HAS
UNDERGONE FINAL STABILIZATION. AND A NOT HAS BEEN SUBMITTED TO THE MPCA.
9. IF SEDIMENT ESCAPES THE CONSTRUCTION SITE, OFFSITE ACCUMULATIONS OF SEDIMENT MUST BE
REMOVED IN A MANNER AND AT A FREQUENCY SUFFICIENT TO MINIMIZE OFFSITE IMPACTS (E.G.,
FUGITIVE SEDIMENT IN STREETS COULD BE WASHED INTO STORM SEWERS BY THE NEXT RAIN ANDIOR
POSE ASAFETY HAZARD TO USERS OF PUBUC STREETS).
10. ALL INFILTRATION AREAS MUST BE INSPECTED TO. ENSURE THAT NO SEDIMENT FROM ONGOING
CONSTRUCTION AC IVRIES IS REACHING THE INFILTRATION AREA AND THESE AREAS ARE PROTECTED
FROM COMPACTION DUE TO CONSTRUCTION EQUIPMENT DRIVING ACROSS THE INFILTRATION AREA.
G. LN&L STAGIUZATION
1. THEPERMRTEE(S) MUST ENSURE FINAL STABILIZATION OF THE PROJECT. FINAL STABILIZATION
CAN BE ACHIEVED IN ONE OF THE FOLLOWING WAYS.
2. ALL SOIL DISTURBING ACTIVITIES AT THE SITE HAVE BEEN COMPLETED AND ALL SOILS WILLS BE
STABILIZED BY A UNIFORM PERENNIAL VEGETATIVE OVER WITH A DENSITY OF AT LEAST 70
PERCENT OVER THE ENTIRE PERVIOUS SURFACE AREA, OR OTHER EQUIVALENT MEANS
NECESSARY TO PREVENT SOIL FAILURE UNDER EROSIVE CONDITIONS AND:
A. ALL DRAINAGE DITCHES, CONSTRUCTED TO DRAIN WATER FROM THE SITE AFTER
CONSTRUCTION IS COMPLETE, MUST BE STABILIZED TO PRECLUDE EROSION:
BALL TEMPORARY SYNTHETIC. AND STRUCTURAL EROSION PREVENTION AND SEDIMENT
CONTROL BMPS (SUCH AS SILT FENCES/ DIKES) MUST BE REMOVED AS PART OF THE SITE
FINAL STABILIZATION:
C.THE PERMITTEE MUST CLEAN CUT ALL SEDIMENT FROM CONVEYANCES AND FROM
TEMPORARY SEDIMENTATION BASINS THAT ARE TO BE USED AS PERMANENT WATER QUALITY
MANAGEMENT BASINS. SEDIMENT MUST BE STABILIZED TO PREVENT IT FROM WASHING BACK
INTO THE BASIN. CONVEYANCES OR DRAINAGE WAYS DISCHARGING OFF-SITE OR TO
SURFACE WATERS. THE CLEANOUT OF PERMANENT BASINS MUST BE SUFFICIENT TO RETURN
THE BASIN TO DESIGN CAPACITY.
H. TRAINING
(.TRAINING IS REQUIRED FOR THOSE THAT ARE RESPONSIBLE FOR PREPARATION OF THE SWPPP.
MANAGEMENT OF THE CONSTRUCTION SITE AND INSPECTIONS.
2.THE SWPPP MUST PROVIDE A CHAIN OF COMMAND. SHOWING WHO PREPARED THE SWPPP. WHO
IS RESPONSIBLE FOR THE MANAGEMENT OF THE CONSTRUCTION SITE AND INSPECTIONS.
3.THE TRAINING SHALL CONSIST OF A COURSE DEVELOPED BY A LOCAL, STATE. OR FEDERAL
AGENCY, PROFESSIONAL ORGANIZATION. WATER MGMT. ORGANIZATION. OR SOIL AND WATER
CONSERVATION DISTRICT AND MUST CONTAIN INFORMATION THAT IS RELATED TO ERDSION
PREVENTION. SEDIMENT CONTROL, OR PERMANENT STORMWATER MGMT AND MUST RELATE TO
THE WORK THAT YOUR ARE RESPONSIBLE FOR MANAGING.
OTSEGO E8 - OTSEGO, MN - SITE INTRODUCTION
THE IMPLEMENTATION AND MAINTENANCE OF THE SWPPP WILL PROVIDE THE CONTRACTOR AND OWNER
WITH THE FRAMEWORK TO REDUCE SOIL EROSION AND MINIMIZE POLLUTANTS IN THE STORM WATER
DURING CONSTRUCTION OF THE SENIOR LIVING SITE.
THE SWPPP WILL DEFINE THE CHARACTERISTICS OF THE SITE AND THE TYPE OF CONSTRUCTION TO
OCCUR: INCLUDE A SITE PLAN SHOWING THE CONSTRUCTION; DESCRIBE THE PRACTICES THAT WILL BE
USED TO CONTROL EROSION AND THE RELEASE OF POLLUTANTS IN THE STORM WATER. INDICATE A
SCHEDULE TO HELP ENSURE THAT THE PRACTICES INDICATED ARE IMPLEMENTED AND TO HELP
EVALUATE THE EFFECTIVENESS OF THE PBAC710ES IN REDUCING EROSION AND POLLUTANTS
DISCHARGED FROM THE SITE: AND TO DESCRIBE THE FINAL STABILIZATION MEASURES REQUIRED TO
HELP MINIMIZE EROSION AND OTHER STORM WATER IMPACTS AFTER CONSTRUCTION.
STORM WATER POLLUTION PREVENTION PLAN IMPLEMENTATION
PLAN COORDINATION:
THE SHE REPRESENTATIVE FOR THE OWNER. WITH THE ASSISTANCE OF THE FIELD. SUPERVISOR FOR
THE GENERAL CONTRACTOR WILL BE RESPONSIBLE FOR IMPLEMENTING AND MONITORING THE STORM
WATER POLLUTION PREVENTION PLAN DURING CONSTRUCTION. THIS WILL INCLUDE OVERSEEING THE
MAINTENANCE OF THE BMPS THAT ARE IMPLEMENTED. PROVIDE INSPECTIONS AND MONITORING OF THE
BMPS, IDENTIFY AND CORRECT ANY DEFICIENCIES IN THE SWPPP. AND MONITOR THAT ANY CHANGES TO
THE CONSTRUCTION PIANS ARE ADDRESSED BY THE STORM WATER POLLUTION. PREVENTION PLAN.
STORM WATER MANAGEMENT CONTROLS
TEMPORARY AND PERMANENT EROSION CONTROL MEASURES
A UST OF STABILIZATION MEASURES HAS BEEN TABULATED BELOW AND THE LOCATIONS OF THESE
MEASURES ARE SHOWN ON THE ATTACHED EROSION CONTROL PLAN. THIS PROJECT WILL USE A
NUMBER OF BMPS TO HELP CONTROL EROSION AND SEDIMENT. THOSE MEASURES INCLUDE.
I. STONE CONSTRUCTION ENTRANCE
2. SILT FENCE
3. SILT DIKE
3. CATCH BASIN INLET PROTECTION
4. CONCRETE WASHOUT
DETAILS FOR THESE CAN BE FOUND ON THE DETAILS SHEETS.
THE FOLLOW TABLE PROVIDES A SCHEDULE FOR STABILIZING DISTURBED AREAS DURING
CONSTRUCTION:
DISTURBED AREA WORKING DAYS TO RTARILVF
3 T01 AND STEEPER SLOPES 7 DAYS
SLOPES FLATTER THAN 3 TO 1 7 DAYS
ALL DITCHES, WITHIN 200' OF OUTLET I DAY
ALL OUTLETS I DAY
ALL INLETS 1 DAY
TEMPORARY SEDIMENT BASINS AND TRAPS I DAY
SOIL STOCKPILES 7 DAYS
SEE THE LANDSCAPE PLAN FOR FINAL PLANT AND TURF COVERAGE OF THE SITE
CONSTRUCTION TYPE:
THE PROJECT WILL CONSIST OF AN AUDITORIUM AND CLASS BOOM ADDITION TO THE EXISTING MIDDLE
SCHOOL HIGH SCHOOL BUILDING. ALONG WITH ASSOCIATED SURFACE PARKING LOT. SIDEWALKS.
CONCRETE CURB AND GUTTER, AND OTHER ASSOCIATED UTILITIES.
SITE GRADING AND UTILITY CONSTRUCTION IS ANTICIPATED TO BEGIN IN THE FALL OF 2015 WITH
COMPLETION OF THE SITE IN 2016.
EXISTING DRAINAGE/SOIL CONDITIONS:
SEE DRAINAGE REPORT BY CEI ENGINEERING ASSOCIATES, INC.
SHE WIDE CONTROL MEASURES TO PREVENT EROSION SEDIMENTS FROM LEAVING THE SITE. THE
FOLLOWING BMPS WILL BE USED:
• SILT FENCE. TO BE MACHINE OR HAND INSTALLED ALONG THE PERIMETER OF AREAS TO BE
GRADED BEFORE GRADING BEGINS. ADDITIONAL SILT FENCE SHOULD BE KEPT ON-SITE FOR
REPAIRS. REPLACEMENT OR PROTECTION OF ADD71DNAL AREAS. SILT FENCE SHALL BE INSPECTED
ONCE WEEK AND WITHIN 24 HOURS OF ANY 4- RAIN EVENT. SEDIMENT REMOVAL REQUIRED WHEN
SEDIMENTS PEACH 113 THE HEIGHT OF THE SILT FENCE. SILT FENCE CAN BE REMOVED WHEN
VEGETATION FOR FINAL STABILIZATION HAS BEEN ADEQUATELY ESTABLISHED (70%).
• ALL EXPOSED AREAS WITHIN 200 FEET OF A SURFACE WATER MUST BE STABILIZED NO LATER THAN
7 DAYS AFTER THE CONSTRUCTION ACTIVITY IN THAT PORTION OF THE SITE HAS TEMPORARILY OR
PERMANENTLY CEASED.
OTSEGO ES - OTSEGO, MN - SITE INTRODUCTION (CONT.)
• AFTER ALL AREAS ARE FINAL GRADED. THE ENTIRE SITE SHALL BE SEEDED AND FERTILIZED. SLOPES WITH GRADES
GREATER THAN 3 TO I. OR WHERE CONCENTRATED FLOWS WILL OCCUR EROSION CONTROL BLANKETS AND FIBER
LOGS SHALL BE INSTALLED (MAXIMUM SPACING 75 FEET).
• AREAS FLOWING INTO THE STORM WATER CONVEYANCE SYSTEM WILL BE STABILIZED THE DAY THE STRUCTURES
ARE INSTALLED. CATCH BASIN SEDIMENT BAGS WILL BE INSTALLED THE SAME DAY AND LEFT IN PLACE UNTIL THE
PROJECT IS COMPLETED. SEDIMENTS SHALL BE REMOVED AND DISPOSED OF WHEN I THE CAPACITY IS REACHED.
• TOPSOIL STOCKPILES WILL BE STABILIZED WITH TEMPORARY SEED, MULCH AND FERTILIZER WITHIN 7 DAYS FROM
THE LAST CONSTRUCTION ACTIVITY THAT CREATED THE STOCKPILE.
• DUST WILL BE CONTROLLED BY WATER APPLICATION AND/OR SWEEPING AS. NEEDED.
• VEGETATIVE BUFFERS WILL BE MAINTAINED AT THE PERIMETER OF THESITE.
• GRADING OPERATIONS SHOULD INCORPORATE HORIZONTAL SLOPE TRACKING WHEN POSSIBLE TO HELP REDUCE
EROSION.
• CONSTRUCTION ENTRANCE TO BE INSTALLED PRIOR TO START OF CONSTRUCTION.
• ALL LIQUID AND SOLID WASTES GENERATED BY CONCRETE WASHOUT OPERATIONS MUST BE CONTAINED IN A
LEAK -PROOF CONTAINMENT FACILITY OR IMPERMEABLE UNER. A COMPACTED CLAY LINER THAT DOES NOT ALLOW
WASHOUT LIQUIDS TO ENTER GROUND WATER IS CONSIDERED AN IMPERMEABLE LINER.
CONSTRUCTION PRACTICES TO MINIMIZE STORM. WATER CONTAMINATION:
ALL NON -HAZARDOUS WASTE MATERIALS WILL BE COLLECTED AND STORED IN A SECURE LOCATION, PREFERABLY A
LOCKABLE METAL DUMPSTER, AT THE END OF EACH DAY. ALL TRASH AND CONSTRUCTION DEBRIS SHOULD BE
DEPOSITED IN THE DUMPSTER AT THE END' OF EACH DAY AND WILL BE EMPTIED AS NECESSARY. NO CONSTRUCTION
MATERIALS SHALL BE BURIED ON-SITE A LICENSED SANITARY WASTE MANAGEMENT COMPANY WILL COLLECT ALL
SANITARY WASTE FROM PORTABLE UNITS. GOOD HOUSEKEEPING AND SPILL CONTROL PRACTICES SHOULD BE
FOLLOWED TO MINIMIZE STORM WATER CONTAMINATION.
THE FOLLOWING BMPS WILL BE USED:
• FERTILIZER SHALL NOT BE STORED ON-SRE. ALL UNUSED PORTIONS SHALL BE PLACED IN A SEALED BIN AND
REMOVED FROM THE SITE BY APPLICATOR.
• ALL VEHICLES AND. EQUIPMENT USED ON-SITE SHALL BE IN GOOD WORKING ORDER AND REGULARLY INSPECTED FOR
LEAKS.
• PETROLEUM PRODUCTS SHALL BE STORED IN LABELED AND SEALED CONTAINERS.
• SPILL KITS SHALL BE MADE AVAILABLE AT ALL FUELING AREAS, THE CONTRACTOR SHOULD ALSO USE SECONDARY
CONTAINMENT MEASURES ON-SITE.
• ALL ASPHALT PRODUCTS USED ON SITE SHALL BE APPLIED IN ACCORDANCE WITH THE MANUFACTURER'S
RECOMMENDATIONS.
• ALL PAINT CONTAINERS AND CURING COMPOUNDS WILL BE KEPT IN TIGHTLY SEAL CONTAINERS. AND PROPERLY
DISPOSED OF AFTER USE. EXCESS PAINT CANNOT BE DISCHARGED INTO THE STORM WATER SYSTEM.
• SPILL CONTAINMENT MATERIALS (SAW DUST, KITTY LITTER OIL ABSORBENT PRODUCTS. GLOVES. TRASH LINERS)
SHALL BE KEPT ON-SITE INCASE OF A SPILL ALL SPILLS SHALL BE CLEANED UP IMMEDIATELY UPON DISCOVERY.
• CONCRETE TRUCKS WILL BE ALLOWED TO WASH OUT ONLY IN DESIGNATED AREAS. OR ARE NOT ALLOWED TO WASH
OUT ON-SITE.
• ALL WORK AREAS SHOULD BE KEPT GRADED RELATIVELY SMOOTH TO PREVENT CONCENTRATED FLOWS AND. THE
FORMATION OF RUTS AND GULLETS. AND THE COLLECTION OF STORM WATER.
• A STABILIZED ROCK CONSTRUCTION ENTRANCE SHALL BE MAINTAINED.
• ALL ADJACENT PAVED SURFACES AND STREETS SHALL BE SWEPT DAILY TO REMOVE ALL DUST AND SEDIMENTS.
OPEN-AIR BROOMS WILL BE ALLOWED ONLY IF THE DUST AND SEDIMENTS ARE WET.
• TRUCKS HAULING SOILS TO AND FROM THE SITE SHALL COVER THEIR LOADS.
GENERAL EROSION NOTES
A. ALL CONTRACTORS AND SUBCONTRACTORS INVOLVED WITH STORM WATER POLLUTION PREVENTION SHALL
OBTAIN A COPY OF THE STORM WATER POLLUTION PREVENTION PLAN AND THE STATE OF MINNESOTA NATIONAL
POLLUTANT DISCHARGE ELIMINATION SYSTEM GENERAL PERMIT (NPDES PERMIT) AND BECOME FAMILIAR WITH
THEIR CONTENTS.
S. THE TEMPORARY PARKING AND STORAGE AREA SHALL ALSO BE USED AS THE EQUIPMENT MAINTENANCE AREA.
EQUIPMENT CLEANING AREA. EMPLOYEE BREAK AREA, AND AREA FOR LOCATING PORTABLE FACILITES, OFFICE
TRAILERS AND TOILET FACILITIES. THE MGT LOCATIONS SHALL BE COORDINATED WITH THE OWNER'S
CONSTRUCTION MANAGER.
C. ALL WASH WATER (CONCRETE TRUCKS. VEHICLE CLEANING. EQUIPMENT CLEANING, ETC.) SHALL BE DISPOSED
OF IN A MANNER THAT PREVENTS CONTACT BETWEEN THESE MATERIALS AND. STORM WATER THAT IS
DISCHARGED FROM THE SRE.
D. MAINTAIN ON THE SITE OR HAVE READILY AVAILABLE SUFFICIENT OIL AND GREASE ABSORBING MATERIALS AND
FLOTATION BOOMS TO CONTAIN AND CLEAN UP FUEL OR CHEMICAL SPILLS AND LEAKS.
E. DUST ON THE SITE SHALL BE CONTROLLED BY SPRAYING WATER ON DRY AREAS OF THE SITE. THE USE OF
MOTOR OILS AND OTHER PETROLEUM BASED OR TOXIC LIQUIDS FOR DUST SUPPRESSION OPERATIONS IS
PROHIBITED,
F. NO RUBBISH. TRASH. GARBAGE OR OTHER.. SUCH MATERIALS SHALL BE DISCHARGED INTO DRAINAGE DITCHES
OR WATERS OF THE STATE.
G. ALL STORM WATER POLLUTION PREVENTION MEASURES PRESENTED ON THIS PLAN. AND IN THE STORM WATER
POLLUTION PREVENTION PLAN. SHALL BE INITIATED AS SOON AS PRACTICABLE.
H. .DISTURBED PORTIONS OF THE SITE WHERE CONSTRUCTION ACTIVITY WILL STOP FOR AT LEAST 21 DAYS, SHALL
BE TEMPORARILY SEEDED WITHIN 7 DAYS.
I. DISTURBED PORTIONS OF THE SITE WHERE CONSTRUCTION ACTIVITY HAS PERMANENTLY STOPPED SHALL BE
PERMANENTLY SEEDED. THESE AREAS SHALL BE SEEDED NO LATER THAN 7 DAYS AFTER THE LAST
CONSTRUCTION ACTIVITY OCCURRING IN THESE AREAS. REFER TO THE LANDSCAPING PLAN.
J. IF THE ACTION OF VEHICLES TRAVEUNG OVER THE GRAVEL CONSTRUCTION ENTRANCES IS NOT SUFFICIENT TO
REMOVE THE MAJORITY OF DIRT OR MUD, THEN THE TIRES MUST BE WASHED BEFORE THE VEHICLES ENTER A
PUBLIC ROAD. IF WASHING IS USED. PROVISIONS MUST BE MADE TO INTERCEPT THE WASH WATER AND TRAP
THE SEDIMENT BEFORE R 15 CARRIED OFF THE SITE, THE EXACT LOCATIONS SHALL BE COOHDINATED WITH THE
OWNERS CONSTRUCTION MANAGER.
K. ALL MATERIALS SPILLED: DROPPED, WASHED OR TRACKED FROM VEHICLES ONTO ROADWAYS OR INTO STORM
DRAINS MUST BE REMOVED IMMEDIATELY.
L. CONTRACTORS OR SUBCONTRACTORS WILL BE RESPONSIBLE FOR REMOVING SEDIMENT IN THE DETENTION
POND AFTER THE STABILIZATION OF THE SITE AND ALSO ANY SEDIMENT THAT MAY HAVE COLLECTED IN THE
STORM SEWER DRAINAGE SYSTEMS.
M. IF SOIL STOCKPILING IS EMPLOYED ON THE SITE, SILT FENCES SHALL BE USED TO HELP CONTAIN THE
SEDIMENT.
N. SLOPES SHALL BE LEFT IN A ROUGHENED CONDITION DURING THE GRADING PHASE TO REDUCE RUNOFF
VELOCITIES AND EROSION.
GENERAL EROSION NOTES (CONT.)
O. ALL TEMPORARY EROSION AND SEDIMENT CONTROL MEASURES SHALL BE DISPOSED OF WITHIN 30 DAYS
AFTER FINAL STABILIZATION. FINAL STABILIZATION HAS OCCURRED WHEN ALL SOIL DISTURBING
ACTIVITIES ARE COMPLETED AND A UNIFORM PERENNIAL VEGETATIVE COVER WITH A DENSITY OF 70% OF
THE COVER FOR UNPAVED AREAS AND AREAS NOT COVERED BY PERMANENT STRUCTURES HAS BEEN
EMPLOYED.
P. DUE TO THE GRADE CHANGES DURING THE DEVELOPMENT OF THE PROJECT, THE CONTRACTOR SHALL BE
RESPONSIBLE FOR ADJUSTING THE EROSION CONTROL MEASURES(SILT FENCES. STRAW BALES, ETC.) TO
HELP PREVENT EROSION AND STORM WATER POLLUTION.
O. ALL OFF-SITE CONSTRUCTION SHALL BE STABILIZED AT THE END OF EACH WORKING DAY, THIS INCLUDES
BACKFILLING OF TRENCHES FOR STORM DRAINS 8 UTILITY CONSTRUCTION AND PLACEMENT OF GRAVEL
OR BITUMINOUS PAVING FOR ROAD CONSTRUCTION.
S. CONCRETE TRUCKS SHALL HAVE A SELF CONTAINED WASHOUT SYSTEM SO THEY ARE NOT WASHING
OUT ON THE GROUND.
MAINTENANCE
ALL MEASURES STATED ON THIS EROSION AND SEDIMENT CONTROL PLAN. AND IN THE STORM WATER
POLLUTION PREVENTION PLAN, SHALL BE MAINTAINED IN FULLY FUNCTIONAL CONDITION UNTIL FINAL.
STABILIZATION OF THE SITE. ALL EROSION AND SEDIMENTATION CONTROL MEASURES SHALL BE CHECKED BY A
QUALIFIED PERSON AT LEAST ONCE EVERY SEVEN CALENDAR DAYS AND WRHIN 24 HOURS OF THE END OF A
RAINFALL EVENT, AND SHOULD BE CLEANED AND REPAIRED IN ACCORDANCE WITH THE FOLLOWING:
1. INLET PROTECTION DEVICES AND BARRIERS SHALL BE REPAIRED OR REPLACED IF THEY SHOW SIGNS OF
UNDERMINING. OR SHALL BE REPLACED IF THEY SHOW SIGNS OF DETERIORATION.
2. ALL SEEDED AREAS SHALL BE CHECKED REGULARLY TO SEE THAT A GOOD STAND IS: MAINTAINED. AREAS
SHOULD BE FERTILIZED AND RESEEDED AS NEEDED.
3. SILT FENCESIDIKES: SHALL BE REPAIRED TO THEIR ORIGINAL CONDITIONS IF DAMAGED. SEDIMENT SHALL
BE REMOVED FROM THE SILT FENCES/DIKES WHEN IT REACHES ONE-THIRD TO ONE-HALF THE HEIGHT OF THE
SILT FENCE.
4. THE CONSTRUCTION ENTRANCES SHALL BE MAINTAINED INA CONDITION WHICH WILL PREVENT TRACKING
OR FLOW OF MUD ONTO PUBLIC RIGHTS-OFWAY. THIS MAY REQUIRE PERIODIC TOP DRESSING OF THE
CONSTRUCTION ENTRANCES AS CONDITIONS DEMAND.
5. THE TEMPORARY PARKING AND STORAGE AREA SHALL BE KEPT IN GOOD CONDITION (SUITABLE FOR
PARKING AND STORAGE). THIS MAY REQUIRE PERIODIC TOP DRESSING OF THE TEMPORARY PARKING AS
CONDITIONS DEMAND
SEQUENCE OF CONSTRUCTION
1. INSTALL STABILIZED CONSTRUCTION ENTRANCES.
R. PREPARE TEMPORARY PARKING AND STORAGE AREA
3. CONSTRUCT THE SILT FENCES ON THE SITE.
4. CLEAR AND GRUB THE SITE.
S. BEGIN GRADING THE SITE.
6. START CONSTRUCTION OF BUILDING PAD AND STRUCTURES.
7. TEMPORARILY SEED DENUDED AREAS.
B.INSTALL UTILITIES, UNDERDRAINS, STORM SEWERS, CURBS AND GUTTERS.
9. INSTALL INLET PROTECTION DEVICES.
10. PREPARE SITE FOR PAVING.
1 I. PAVE SITE.
12. COMPLETE GRADING AND INSTALL PERMANENT SOD AND PLANTING.
13. REMOVE ALL TEMPORARY EROSION AND SEDIMENT CONTROL DEVICES (ONLY IF SITE
IS STABILIZED).
BEFORE YO
B
Y Y
j 'r{Ff � 2i ooD2 W
D aD' IZD' 1sD
` I� I OTq ONE CP
I SCALE IN FEET
� II
r* EXISTING LEGEND
� I
DENOTES FOUND HANO HOLE
/ / I I MONUMENT AS MARKED TELE/ ELECBOX
_,
--.— — �`
.\\ RETENnoNaono I
WELL ELECTRICIOAS METER
WATER VALVES CAS VALVE
/ \\ iI HYDRANT CURB
1 I \ �/ ' CATCH MSIN/STORM MH CONCRETE
-/ CULVERT/F.E
S. ELECTRIC LINE
SANITARY MANHOLE TELEPHONE LINE
t___
_.__________\
I CLE4N OUT FIBER OPTIC LINE
` - _ I I SIGN WATERLINE
STORM SEWER LINE
UTILITY POLE SANITARY SEWER LINE
LIGHT POLE
I i ,GAO • I I i FENCE
I, O GENERAL LANDSCAPE NOTES
\O Imo/ A. LOCATE ALL UTILTIEs AND SITE uGHTmc coNoulrs BEFORE LANDSCAPE
+1 I CONSTRUCTION BEGINS.
B. NOTIFY LANDSCAPE ARCHITECT OR DESIGNATED REPRESENTATIVE OF ANY
1 .IOW -10'YI 10"W.
I I I I i LAYOUT DISCREPANCIES PRIOR TO ANY PLANTING.
/® I C. ALL DISTURBED AREAS AS DESIGNATED ON THE GRADING PLAN SHALL HAVE
I P OF TOPSOIL AND BE HYDROSEED WITH BLUE GRASS SEED MIX.
D. FERTILIZE ALL PLANTS AT THE TIME OF —WING WITH A TIME RELEASE
•}, S „` ryr I I FERTILIZER PER MANUFACTUflER'S SPECIFIED APPLICATION RATES.
= E. SEE GRADING PLAN FOR APPLICATION OF TOPSOIL AND MAINTENANCE OF
I.. SEEDED AREAS.
950._ F. YJ000 MULCH SHALL BE USED ASA FOUR INCH TOP DRESSING IN ALL
r•"C -'��' 0 I ?CANT BEDS AND AROUND ALL TREES. SINGLE TREESEES OR SHRUBS SHALL BE
O `r ( MULCHED TO THE OUTSIDE EDGE OF THE PLASTIC EDGING OR LANDSCAPE
ISLAND (SEE PLANTING DETAILS). G. GENERAL CONTRACTOR TO DESIGN AND INSTALL IRRIGATION SYSTEM
CAPABLE 0= PROVIDING ADEQUATE COVERAGE TO ALL SODDED AND
WNDS.^,.4PE AREAS. SUBMIT PLAN TO ARCHITECT/ENGINEER FOR APPROVAL
O 4 •�- _ I I PRIOR TO INSTALLATION. IRRIGATION SYSTEM MUST HAVE AN APPROVED
O O I BACKFLOW DEVICE INSTALLED AND HAIN SENSOR TO STOP IRRIGATION
DURING RAIN EVENTS.
H. ALL EXTEND SEEDED
PROPERTY LINES TO BACKSHALL IRRIGATED.BE
OF CYY SIDEWALKS AND/OR
CURBS. IPE SLEEVES WHERE IRRIGATION LINES CROSS OR ARE
INSTALL S' OLA. PVC P
I � UNDER PAVEMENT.
J. LANDSCAPELONSHALL PROVIDE A WATER PERMEABLE WEED MAT
FOR ALL PLANTINGG BEDS. BEDS.
OK. ALL SITE AREAS NOT COVERED BY BUILDINGS, SIDEWALK. PARKING LOTS,
_ DRIVEWAYS. PATIOS OR SIMILAR HARD SURFACE MATERIALS SHALL BE
THISHYDRREQUIRE OR ENANHAU NOT GROUNO SITE AREAS
E THE CITY.
i O \ THIS REQUIREMENT SHALL NOT APPLY TO SITE AREAS PRESERVED IN A
NATURAL srALE.
PES ABOVE NWL SHALL HAVE PERMINATE EROSION CONTROL
BLANKS.
A DOT -111 MESIC PPAIRIE SOUTHN•EST
MnDOT34-101 EMPRGENTWETLAND
M-2-1 COMMERCIAL NRF
BWE GRAs0 —
4- HARDWOOD MULCH
GENERAL IRRIGATION NOTES
A. CONTRACTOR TO PROVIDE DESIGN DRAWINGS FOR APPROVAL PRIOR TO
INSTALLATION.
B. IRRIGATION TO EXTEND FROM PROPERTY LINES TO BACK OF CITY
SIDEWALKS AND ] OR CURBS.
C. INSTALL 3' DIA. PVC PIPE SLEEVES WHERE IRRIGATIONS LINES CROSS OR
ARE UNDER PAVEMENT.
D. REPAIR/ RESTORE ALL DAMAGED AND ISOLATED IRRIGATION ZONES IN ALL
DISTURBED AREAS
COMMON NAME/
ROOT
SIZE
REMARKS
SYB
KEY
QTY
I BOTANICAL NAME
O
RM
45
NORTHWOOD RED MAPLE
B & B
25" CAL.
Pi -AW AS SHOWN
Acer u!U—'ND Ih—d
®
BO
1 ]
BICOLOR OAK
B & B
2.5° CAL.
PLANT AS SHOWN
Quercus bicolor
BH
20
HILLS
BLACK SPODE_,
B 8 B
6-8'
PLANT AS SHOWN
P Cea C—
GENERAL IRRIGATION NOTES
A. CONTRACTOR TO PROVIDE DESIGN DRAWINGS FOR APPROVAL PRIOR TO
INSTALLATION.
B. IRRIGATION TO EXTEND FROM PROPERTY LINES TO BACK OF CITY
SIDEWALKS AND ] OR CURBS.
C. INSTALL 3' DIA. PVC PIPE SLEEVES WHERE IRRIGATIONS LINES CROSS OR
ARE UNDER PAVEMENT.
D. REPAIR/ RESTORE ALL DAMAGED AND ISOLATED IRRIGATION ZONES IN ALL
DISTURBED AREAS