7.b 1 application materials
June 22,
City of S
Brenda E
14727 20
Scandia,
Re: S
C
Dear Ms
On beha
Variance
Elementa
school to
the exist
storm se
We starte
an existin
closer to
beginnin
school d
safety re
location
any non-
variance
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n
If
p
b
I have inc
well as p
additiona
Sincerely
LOUCKS
Vicki Van
Project C
www.lou
2017
candia
Eklund
09th Street N
MN 55073
candia Elem
CUP/Variance
. Eklund,
lf of the For
to replace t
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o upgrade m
ing school t
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his results in
nce re-built
taining wall
safety.
te the retain
t want to re
ng the locat
of the retain
a call at 763
eet, Suite 910, S
we are appl
all south of t
will be cons
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rooms, etc.
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ld the two-t
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ning wall we
move more
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ning wall. If
3.496.6720.
Saint Paul, MN 5
lying for a C
the building
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The project
ge issues.
the propert
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re-grade as
tiered retain
or a variance
the code. O
location tha
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trees since
existing walls
you have an
55101 | 763.424
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building add
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as non-conf
wall was in
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ing wall in t
e since the c
Our rationale
at was un-sa
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it provides
s from our 2
ny questions
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e space insid
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forming sinc
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solution for
he same
code states t
e for the
afe. The wa
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a nice buffe
2016 survey
s, or need
and
a
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and
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and
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that
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CLASSROOM
99
CLASSROOM
100
CLASSROOM
101 CLASSROOM
102
CLASSROOM
103
CLASSROOM
104
CLASSROOM
105
CLASSROOM
106
CLASSROOM
107
CLASSROOM
108
CLASSROOM
109 CLASSROOM
110
LARGE
MOTOR/SENSORY
152
ART/SCIENCE
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SAC
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KINDERGARTEN
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KINDERGARTEN
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SPECIAL
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CLASSROOM
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116
COMPUTER
117
PRE-K
127
KINDERGARTEN
128
ORCHESTRA
119
BAND
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SPEECH
150
BREAKOUT
152A
OT
151
CORRIDOR
141
GUIDED
READING
143
OFFICE
144
AV STOR
145
MECH
146
MEDIA
142
CAFETERIA
171
JANITOR
172
DISH
RECEIV
173
MECH
186
CORRIDOR
187
VEST
188
STORAGE
191
CUSTODIAL
189
ELEC
190
MECHANICAL
193
STOR
183
STOR
184
STOR
179
STOR
176
STOR
175
KITCHEN
174
GYMNASIUM
182
LOUNGE
166
IT OFFICE
167
STOR
169RECORDING
168
TOILET
164
TOILET
165
CORRIDOR
161
PSYCH
136
CONF
135
PRINCIPAL
133
RECEPTION
131
VEST
130
TOILET
139
NURSE
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TOILET
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GIRLS
121
BOYS
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VEST
140
CORRIDOR
129
TOILET
153
DATA
154
BOYS
163
GIRLS
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TOILET
178A
LOCKER
178
HALL
177
STAGE
180
JAN.
181
CORRIDOR
192
MECH
185
JAN.
123
VEST
160
TOILET
125A
TOILET
126A
SPECIAL
ED
113
OFF
114A
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114B
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114C
EL
114
HALL
114D
I HEREBY CERTIFY THAT THIS PLAN,
SPECIFICATION OR REPORT WAS PREPARED BY ME
OR UNDER MY DIRECT SUPERVISION AND THAT I
AM A DULY LICENSED ARCHITECT UNDER THE
LAWS OF THE STATE OF MINNESOTA.
DATE:REG. NO.:
Marc R. DuBois
44898
CHECKED BY:
DATE:
DRAWN BY:
PROJECT:
REVISIONS:
PRELIMINARY:
NOT FOR
CONSTRUCTION
THE DESIGNS AND PLANS INDICATED ON THIS DRAWING
ARE THE PROPERTY OF KRECH, O'BRIEN, MUELLER &
ASSOCIATES, INC. ALL RIGHTS ARE RESERVED. NO
DESIGNS OF PLANS SHALL BE USED OR REPRODUCED IN
ANY FORM OR BY ANY MEANS WITHOUT THE WRITTEN
PERMISSION OF KRECH, O'BRIEN, MUELLER &
ASSOCIATES, INC.
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N
COVER SHEET
C0
HOURS IN ADVANCE AT 651/454-0002.
SCANDIA, MN
2. We have shown buried structures and utilities on and/or
prepared by Loucks Associates and record utility drawings
1. This Existing Conditions Plan was prepared by a field survey
serving the site to the best of our ability, subject to the
from the City of Scandia.
following restrictions:
located since most operators will not mark such "private"
obtained from the client and the City of Scandia
BEFORE DIGGING, YOU ARE REQUIRED BY LAW TO
EXCAVATION TAKES PLACE ON OR NEAR THIS SITE.
g. EXTREME CAUTION MUST BE EXERCISED BEFORE AN
location or in lieu of such a location, are very often
d. Maps provided by operators, either along with a field
obscure otherwise visible evidence of a buried structure
c. Snow and ice conditions during winter months may
e. The surface features and elevations shown on this
shown on this plan were prepared from record drawings
f. All of the underground utility information and location
NOTIFY GOPHER STATE ONE CALL AT LEAST 48
drawing were located by Loucks Associates.
records.
inaccurate or inconclusive.
or utility.
services.
a service to this site crosses an adjoiner, it may not be
a private service to an adjoiner's site crosses this site or
private installations that are outside their jurisdiction. If
structure or facility - they consider those segments
locate services from their main line to the customer's
b. Those utility operators that do respond, often will not
requests through the Gopher State One Call service for
a. Utility operators do not consistently respond to locate
boundary purposes such as this.
GENERAL NOTES
TOLL FREE: 1-800-252-1166
TWIN CITY AREA: 651-454-0002
Gopher State One Call
CALL BEFORE YOU DIG!
GRADING & DRAINAGE PLANC4
STORMWATER POLLUTION PREVENTION PLAN 2 OF 2
UTILITY PLAN
STORMWATER POLLUTION PREVENTION PLAN 1 OF 2
CIVIL DETAILS
C5
C6
C7
C8
LOCATION
PROPOSED SITE
SITE PLAN
PARTIAL TOPOGRAPHIC SURVEY
SHEET INDEX
C0 COVER SHEET
DEMOLITION PLAN
C1
C2
C3
PRELIMINARY PLANS FOR:
STORMWATER MANAGEMENT
VICINITY MAP
SITE, GRADING, UTILITIES AND
SCANDIA ELEMENTARY SITE IMPROVEMENTS
ARCHITECT
INVER GROVE HEIGHTS, MN 55076
6115 CAHILL AVE
KRECH, O'BRIEN, MUELLER & ASSOC.
TEL: 651-789-4130
MARC DUBOIS
MAPLE GROVE, MINNESOTA 55369
DESIGN CONSULTANTS
CIVIL ENGINEER
LOUCKS ASSOCIATES
7200 HEMLOCK LANE
SUITE 300 TEL: 763-496-6720
VICKI VAN DELL
EXISTING UTILITIES. THEY SHALL COOPERATE WITH ALL UTILITY COMPANIES IN
THE ABOVE WHEN DAMAGED DURING CONSTRUCTION AT NO COST TO THE
STRUCTURES BEFORE DIGGING. THE CONTRACTOR SHALL REPAIR OR REPLACE
WIRES, CABLES, CONDUITS, PIPES, MANHOLES, VALVES OR OTHER BURIED
THE CONTRACTOR SHALL CONTACT GOPHER STATE ONE CALL AT 651-454-0002
MAINTAINING THEIR SERVICE AND / OR RELOCATION OF LINES.
OWNER.
THE CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING FOR LOCATIONS OF ALL
WARNING:
AT LEAST 48 HOURS IN ADVANCE FOR THE LOCATIONS OF ALL UNDERGROUND
UNDERGROUND TELE
OVERHEAD UTILITY
UNDERGROUND GAS
GATEVALVE
EASEMENT LINE
SETBACK LINE
RETAINING WALL
CURB & GUTTER
TREELINE
FENCE LINE
SILT FENCE
SPOT ELEVATION
STORM SEWER
SANITARY SEWER
924
924.6X
WATERMAIN
DRAINTILE
FORCEMAIN
CONTOURS
WATER SERVICE
SANITARY SERVICE
ELECTRIC MANHOLE
UTILITY MANHOLE
TELEPHONE MANHOLE
DIRECTION OF FLOW
HANDICAP PARKING
1.0%
POWER POLE
BENCHMARK
POST INDICATOR VALVE
LIGHT POLE
SOIL BORINGS
WATER MANHOLE
B-
BM #3
PIV
SIGN
924
924.6X
1.0%
B-
PIV
EXISTING
STORM MANHOLE
CATCH BASIN
SANITARY MANHOLE
CIVIL LEGEND
HYDRANT
CULVERT
PROPOSED
W
T
U
E
>
>>
W
S
|
FM
TEL
GAS
OH
X X
>>DT
7
3
|
>>DT
FM
X X
CHECKED BY:
DATE:
DRAWN BY:
PROJECT:
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CADD files prepared by the Consultant for this project are instruments
of the Consultant professional services for use solely with respect to
this project. These CADD files shall not be used on other projects, for
additions to this project, or for completion of this project by others
without written approval by the Consultant. With the Consultant's
approval, others may be permitted to obtain copies of the CADD
drawing files for information and reference only. All intentional or
unintentional revisions, additions, or deletions to these CADD files
shall be made at the full risk of that party making such revisions,
additions or deletions and that party shall hold harmless and indemnify
the Consultant from any & all responsibilities, claims, and liabilities.
LOUCKS
7200 Hemlock Lane, Suite 300
Maple Grove, MN 55369
763.424.5505
www.loucksinc.com
PLANNING
CIVIL ENGINEERING
LAND SURVEYING
LANDSCAPE ARCHITECTURE
ENVIRONMENTAL
Review Date
SHEET INDEX
License No.
Date
I hereby certify that this plan, specification or report was
prepared by me or under my direct supervision and that
I am a duly Licensed Professional Engineer under the
laws of the State of Minnesota.
Vicki J. Van Dell - PE
41352
Project Lead
Drawn By
Checked By
Loucks Project No.
6/19/17
CITY
SUBMITTAL
6/19/17 Bid Pack 1
6/20/17 City Submittal
CONSTRUC
T
I
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N
NOT FOR
CO
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S
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T
17
11
11
10
8
12
10
SURVEY REPORT
1.The purpose of this survey is to show partial topography and existing improvements for the requested area
of the property. No boundary work was performed for this survey. Line work for lots and roads shown
hereon are approximate and for reference purposes only.
2.The address is 14351 Scandia Trail North, Scandia, MN 55073.
3.We have shown underground utilities on and/or serving the surveyed property per Gopher State One-Call
Ticket Nos. 161240367 and 161240381. The following utilities and municipalities were notified:
CONNEXUS ENERGY (763) 323-4215
FRONTIER COMMUNICATIONS (800) 778-9140
MINNESOTA ENERGY RESOURCES (800) 889-4970
MIDCONTINENT COMMUNICATIONS (605) 271-0202
DEPARTMENT OF TRANSPORTATION (651) 366-5750
CITY OF SCANDIA (651) 433-5223
WASHINGTON COUNTY (651) 430-4300
XCEL ENERGY (651) 229-2427
i. Utility operators do not consistently respond to locate requests through the Gopher State One Call
service for surveying purposes such as this. Those utility operators that do respond, often will not
locate utilities from their main line to the customer's structure or facility. They consider those utilities
“private” installations that are outside their jurisdiction. These “private” utilities on the surveyed
property or adjoining properties, may not be located since most operators will not mark such "private"
utilities. A private utility locator may be contacted to investigate these utilities further, if requested by
the client.
ii. The locations of underground utility lines shown hereon is an approximation based on available
maps, unless otherwise noted on the survey.
iii. Maps provided by those notified above, either along with a field location or in lieu of such a location,
are very often inaccurate or inconclusive. EXTREME CAUTION MUST BE EXERCISED BEFORE AN
EXCAVATION TAKES PLACE ON OR NEAR THIS SITE. BEFORE DIGGING, YOU ARE REQUIRED BY
LAW TO NOTIFY GOPHER STATE ONE CALL AT LEAST 48 HOURS IN ADVANCE AT 811 or (651)
454-0002.
4. Benchmark: MnDOT 'McCleod' (GSID Station 33632) A metal rod located 7 feet west of a witness post
west of Highway 95 in the southwest corner of Highways 95 and 97. Elevation = 921.47 (NAVD 88).
Site Benchmark: MnDOT 8212 E (GSID Station 103424) Metal rod located southeast of the property
entrance on the west end of the ball field fence line as shown hereon as 'BM'. Elevation = 1035.87 (NAVD
88).
PROPERTY DESCRIPTION
(Per Warranty Deed Doc. No. 211653 filed in Book 236 Deeds, Page 136)
That part of Lot Six (6) of COUNTY AUDITOR'S PLAT NO. 6, according to the survey and plat thereof on file and
of record in the office of the Register of Deeds of Washington County, Minnesota, described as follows, to--wit:
Beginning at the Northeast corner of said Lot 6; thence West along the North line thereof for 330 feet; thence
South, at right angles, for 41 feet, more or less, to the South line of State Highway 97 as now established, and
the point of beginning of the tract hereby described; thence continuing South, same course, for 600 feet;
thence Westerly, parallel with the South line of said State Highway No. 97 for 857.59 feet to the West line of
said Lot 6; thence North along said West line for 600 feet to the South tine of said State Highway No. 97;
thence East, along said South line of said State Highway No. 97 for 852 feet, more or less, to the point of
beginning, and any right of title existing in said adjacent State Highway No. 97 is included to the North line of
said Lot 6.
AND
(Per Warranty Deed Doc. No. 276374, filed in Book 306 Deeds, Page 14)
That part of Lots Six (6) and Thirty--four (34) of AUDITOR'S PLAT NO. 6, on file in the office of the Register of
Deeds, Washington County, Minnesota, described jointly as follows:
Beginning at the Southwest corner of said Lot Six (6), which point is also the Northwest corner of said Lot
Thirty--four (34); thence North, along the West line of Lot Six (6), a distance of Six hundred fifty--seven and
nine--tenths (657.9) feet to the Southwest corner of Independent School District No. 831 property, as recorded
in Book 235 of Deeds, page 136, on file in the office of the Register of Deeds, Washington County, Minnesota;
thence Easterly, along the South line of said Independent School District No. 831 property, a distance of Three
hundred forty and three--tenths (340.3) feet to the point of intersection with a line drawn parallel with and
distant Three hundred forty (340) feet East of the West line of Lot Six (6); thence South, along said parallel line
and the Southerly projection thereof, a distance of Nine hundred seven and one--tenths (907. I) feet to the
point of intersection with the Easterly projection of the North line of Lot Thirty--five (35) Of AUDITOR'S PLAT
NO. 6; thence Westerly, along the North line of Lot Thirty--five (35) and the Easterly projection thereof, a
distance of Three hundred forty--one and six--tenths (341.6) feet to the Northwest corner of said Lot
Thirty--five (35), which point is also a corner of Lot Thirty--four (34) of AUDITORS'S PLAT NO. 6; thence
Northerly, along the West line of Lot Thirty--four (34) a distance of Two hundred thirty--nine and seven--tenths
(239.7) feet to the point of beginning.
AND
That part of the east 433.00 feet of the Southeast Quarter of the Southeast Quarter of Section 15, Township 32,
Range 20, Washington County, Minnesota lying southerly of the southerly right--of--way line of State Highway
No. 97 per Book 169 Deeds, page 40, Doc. No. 155702 and lying northerly of a line described as commencing at
the southeast corner of said Southeast Quarter of the Southeast Quarter of Section 15; thence northerly, along
the east line of said Southeast Quarter of the Southeast Quarter of Section 15, a distance of 253.27 feet to the
point of beginning of the line to be described; thence westerly deflecting to the left 91 degrees 31 minutes 42
seconds a distance of 433.15 to the west line of said east 433.00 feet of the Southeast Quarter of the Southeast
Quarter of Section 15 and said line there terminating.
PARTIAL
TOPOGRAPHIC
SURVEY
C1SCALE IN FEET
0 40 80
N
CHECKED BY:
DATE:
DRAWN BY:
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CADD files prepared by the Consultant for this project are instruments
of the Consultant professional services for use solely with respect to
this project. These CADD files shall not be used on other projects, for
additions to this project, or for completion of this project by others
without written approval by the Consultant. With the Consultant's
approval, others may be permitted to obtain copies of the CADD
drawing files for information and reference only. All intentional or
unintentional revisions, additions, or deletions to these CADD files
shall be made at the full risk of that party making such revisions,
additions or deletions and that party shall hold harmless and indemnify
the Consultant from any & all responsibilities, claims, and liabilities.
LOUCKS
7200 Hemlock Lane, Suite 300
Maple Grove, MN 55369
763.424.5505
www.loucksinc.com
PLANNING
CIVIL ENGINEERING
LAND SURVEYING
LANDSCAPE ARCHITECTURE
ENVIRONMENTAL
CITY
SUBMITTAL
6/19/17 Bid Pack 1
6/20/17 City Submittal
PA
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KMM
MLS
License No.
Date
I hereby certify that this survey, plan or report was
prepared by me or under my direct supervision and that
I am a duly Licensed Land Surveyor under the laws of
the State of Minnesota.
Max L. Stanislowski - PLS
48988
06/15/16
17
11
11
10
8
12
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REMOVE EXISTING
ROOF DRAIN
DEMO A PORTION OF EXISTING
WALKWAY AND RAILINGS AS SHOWN
DEMO EXISTING
STORM SEWER &
FLARED ENDS
REMOVE EXISTING
WALK & CURB & BIT
REMOVE EXISTING
CONCRETE WALK
REMOVE EXISTING
FENCING
REMOVE EXISTING
SHED
DEMO EXISTING
STORM SEWER AS
SHOWN
ABANDON EXISTING STORM
IN PLACE & FILL WITH SAND.
PROTECT EXISTING GAS, ELECTRIC &
TELEPHONE IN THIS AREA.
COORDINATE WITH MECHANICAL
AND UTILITY OWNERS.
DEMOLITION
PLAN
C2
N
Gopher State One Call
THE CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING FOR LOCATIONS OF ALL EXISTING
UTILITIES. THEY SHALL COOPERATE WITH ALL UTILITY COMPANIES IN MAINTAINING THEIR
SERVICE AND / OR RELOCATION OF LINES.
THE CONTRACTOR SHALL CONTACT GOPHER STATE ONE CALL AT 651-454-0002 AT LEAST 48
HOURS IN ADVANCE FOR THE LOCATIONS OF ALL UNDERGROUND WIRES, CABLES, CONDUITS,
PIPES, MANHOLES, VALVES OR OTHER BURIED STRUCTURES BEFORE DIGGING. THE
CONTRACTOR SHALL REPAIR OR REPLACE THE ABOVE WHEN DAMAGED DURING
CONSTRUCTION AT NO COST TO THE OWNER.
WARNING
LEGEND
REMOVE EXISTING CONCRETE
REMOVE EXISTING LIGHT POLES
REMOVE EXISTING
UNDERGROUND UTILITIES
DEMOLITION NOTES
1.BACKGROUND INFORMATION IS BASED ON A FIELD SURVEY BY LOUCKS ASSOCIATES AND
RECORD UTILITY DRAWINGS FROM THE CITY OF SCANDIA. LOUCKS ASSOCIATES DOES
NOT GUARANTEE THE ACCURACY OF INFORMATION PROVIDED BY OTHERS.
2.THE CONTRACTOR SHALL TAKE ALL PRECAUTIONS NECESSARY TO AVOID PROPERTY
DAMAGE TO ADJACENT PROPERTIES DURING THE CONSTRUCTION PHASE OF THIS
PROJECT. THE CONTRACTOR WILL BE HELD RESPONSIBLE FOR ANY DAMAGES TO
ADJACENT PROPERTIES OCCURRING DURING THE CONSTRUCTION PHASE OF THIS
PROJECT.
3.THE CONTRACTOR WILL BE RESPONSIBLE FOR PROVIDING AND MAINTAINING TRAFFIC
CONTROL DEVICES SUCH AS BARRICADES, WARNING SIGNS, DIRECTIONAL SIGNS,
FLAGMEN AND LIGHTS TO CONTROL THE MOVEMENT OF TRAFFIC WHERE NECESSARY.
PLACEMENT OF THESE DEVICES SHALL BE APPROVED BY THE ENGINEER PRIOR TO
PLACEMENT. TRAFFIC CONTROL DEVICES SHALL CONFORM TO THE APPROPRIATE
MINNESOTA DEPARTMENT OF TRANSPORTATION STANDARDS.
4.IN ACCORDANCE WITH GENERALLY ACCEPTED CONSTRUCTION PRACTICES, THE
CONTRACTOR WILL BE SOLELY AND COMPLETELY RESPONSIBLE FOR CONDITIONS ON
THE JOB SITE, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY DURING THE
PERFORMANCE OF THE WORK. THIS REQUIREMENT WILL APPLY CONTINUOUSLY AND NOT
BE LIMITED TO NORMAL WORKING HOURS.
5.THE DUTY OF THE ENGINEER OR THE DEVELOPER TO CONDUCT CONSTRUCTION REVIEW
OF THE CONTRACTORS PERFORMANCE IS NOT INTENDED TO INCLUDE REVIEW OF THE
ADEQUACY OF THE CONTRACTORS SAFETY MEASURES IN, OR NEAR THE CONSTRUCTION
SITE.
6.BEFORE BEGINNING CONSTRUCTION THE CONTRACTOR SHALL INSTALL A TEMPORARY
ROCK ENTRANCE PAD AT ALL POINTS OF VEHICLE EXIT FROM THE PROJECT SITE. SAID
ROCK ENTRANCE PAD SHALL BE MAINTAINED BY THE CONTRACTOR FOR THE DURATION
OF THE PROJECT. SEE SHEET C5 FOR DETAILS.
7.EROSION AND SEDIMENTATION CONTROL MEASURES SHALL BE ESTABLISHED AROUND
THE SITE PERIMETER AS SHOWN AND IN ACCORDANCE WITH NPDES PERMIT
REQUIREMENTS, BEST MANAGEMENT PRACTICES, CITY REQUIREMENTS AND THE DETAILS
SHOWN ON SHEET C5 & C8 OF THE PROJECT PLANS.
8.ALL CONSTRUCTION ACTIVITY INCLUDING STOCKPILING, STAGING & PARKING MUST TAKE
PLACE ON-SITE.
9.TEMPORARY STREET SIGNS, LIGHTING & ADDRESSES SHALL BE PROVIDED DURING
CONSTRUCTION.
10.CONTRACTOR SHALL OBTAIN A CITY & COUNTY PERMIT FOR OBSTRUCTIONS AND WORK
WITHIN RIGHT-OF-WAY. PERMIT IS REQUIRED PRIOR TO REMOVALS OR INSTALLATION.
11.PROTECT EXISTING SITE FEATURES THAT ARE NOT NOTED FOR REMOVAL. IF
DISCREPANCIES ARISE, NOTIFY ENGINEER IMMEDIATELY FOR RESOLUTION.
12.WE HAVE SHOWN EXISTING SERVICES BASED ON CITY AS-BUILTS & A GOPHER ONE
LOCATE. THERE MAY BE SERVICES THAT ARE NOT SHOWN.
13.NO WORK TO BE DONE OUTSIDE OF CONSTRUCTION/SILT FENCE WITHOUT PRIOR
AUTHORIZATION FROM ENGINEER.
14.THE REMOVAL OF EXISTING SERVICES WITHIN THE CONSTRUCTION LIMITS SHALL BE
COORDINATED WITH THE GENERAL CONTRACTOR AND UTILITY OWNER. ADDITIONAL
SERVICES MAY EXIST THAT ARE NOT SHOWN.
15.SANITARY SEWER SERVICES ARE APPROXIMATE ONLY. CONTRACTOR TO VERIFY LOCATION
& REMOVE.
REMOVE EXISTING BUILDINGS
REMOVE EXISTING BITUMINOUS
REMOVE EXISTING FENCE
EXISTING TREE TO BE PROTECTED
SEE 1/C1-2
CHECKED BY:
DATE:
DRAWN BY:
PROJECT:
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CADD files prepared by the Consultant for this project are instruments
of the Consultant professional services for use solely with respect to
this project. These CADD files shall not be used on other projects, for
additions to this project, or for completion of this project by others
without written approval by the Consultant. With the Consultant's
approval, others may be permitted to obtain copies of the CADD
drawing files for information and reference only. All intentional or
unintentional revisions, additions, or deletions to these CADD files
shall be made at the full risk of that party making such revisions,
additions or deletions and that party shall hold harmless and indemnify
the Consultant from any & all responsibilities, claims, and liabilities.
LOUCKS
7200 Hemlock Lane, Suite 300
Maple Grove, MN 55369
763.424.5505
www.loucksinc.com
PLANNING
CIVIL ENGINEERING
LAND SURVEYING
LANDSCAPE ARCHITECTURE
ENVIRONMENTAL
Review Date
SHEET INDEX
License No.
Date
I hereby certify that this plan, specification or report was
prepared by me or under my direct supervision and that
I am a duly Licensed Professional Engineer under the
laws of the State of Minnesota.
Vicki J. Van Dell - PE
41352
Project Lead
Drawn By
Checked By
Loucks Project No.
6/19/17
CITY
SUBMITTAL
6/19/17 Bid Pack 1
6/20/17 City Submittal
CONSTRUC
T
I
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N
NOT FOR
DE
M
O
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I
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P
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A
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CONSTRUCTION LIMIT
CO
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CONSTRUCTION LIMIT
CONSTRUCTION LIMIT
CONS
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Tree Protection.DWG
TREE PROTECTION
SCALE: 1/2" = 1'-0"
4'
-
0
"
2" X 4" WOOD STAKE, POSITIONED AS
NOTED. STRING 4' HIGH, ORANGE
POLYETHYLENE LAMINAR SAFETY
NETTING BETWEEN WOOD STAKES
PLACED 5' ON CENTER AND PLACED
EXISTING GRADE
EXISTING TREE TO REMAIN
TREE PROTECTION NOTE:
INSTALL SNOW FENCE AROUND EACH TREE TO BE PROTECTED PRIOR TO GRADING. FENCE SHALL BE PLACED AT THE DRIP EDGE OR CRITICAL ROOT
ZONES OF THE TREES. FENCING SHALL BE NO CLOSER THAN 6' TO THE TRUNK OF ANY TREE TO BE PROTECTED. THE PERIMETERS FOR TREES BEING
PROTECTED SHALL BE DESIGNATED AT ALL TIMES DURING CONSTRUCTION ACTIVITY AND SIGNAGE SHALL BE INSTALLED AT ALL TREE PROTECTION
AREAS THAT INSTRUCTS WORKERS TO STAY OUT. CONTRACTOR SHALL AVOID ALL AREAS WITHIN TREE PROTECTION FENCE. SOIL SHOULD BE
PROTECTED FROM EROSION AND CHANGES IN CHEMISTRY FROM CONCRETE OR TOXIC MATERIALS SUCH AS FUELS AND PAINTS.
THE CONTRACTOR SHALL HAVE "TREE PAINT" ON SITE AT ALL TIMES. IF AN OAK IS WOUNDED DURING CONSTRUCTION, THE CONTRACTOR MUST
IMMEDIATELY APPLY PAINT TO THE WOUND IN ORDER TO PREVENT OAK WILT. ALL DAMAGE TO TREES TO BE PROTECTED SHALL BE BROUGHT TO THE
ATTENTION OF THE OWNER AND LANDSCAPE ARCHITECT.
BETWEEN TREE PROTECTION AND
DRIP EDGE OF TREE
DISTURBED AREAS.
1
C1-2
P
PP PP PPP
P
P
P
EXISTING TREE TO BE REMOVEDX
X
P
P
P
P
P P
P
PPPPPPPPP PPP P
P
P P PPPP
X P
CONSTRUCTION LIMITS
17
11
11
10
8
12
10
NEW ROOF DRAIN
CONNECTION12-FT WIDE
BITUMINOUS ROAD
TIE INTO EX. ROAD
TO BE BITUMINOUS
PROVIDE
3'x4'CONCRETE
SPLASH BLOCK
UNDER ROOF DRAIN
TRASH ENCLOSURE
W/CONC. PAD
14.0
RD
NEW CONCRETE
WALK WITH
STAMPED STARS
REPLACE
PLAYGROUND
MATERIAL
DRAINAGE BASIN
NEW FRONT
ENTRY
BUILDING
ADDITION
PROPOSED 2-TIER
RETAINING WALL
34.2
10.
0
R47.0
24.0
12.0
1
8
.
0
1
2
.
0
R8'R15'R15'
R20'
R15'
R15'
R15'R5'
34.2 20.0
NEW CONCRETE
WALK
F3
F3
F3
F3
F2
F1
9
.
4
1
2
.
0
3
.
0
CONCRETE FLUME AT
EXISTING ROOF DRAIN.
BIOFILTRATION BASIN
SITE PLAN
C3
N
PAVEMENT TYPES
BITUMINOUS PAVEMENT
CONCRETE SIDEWALK
CONCRETE PAVEMENT
SITE DATA
AREA
SCHOOL PARCEL AREA = 515,536 SF, 11.8 ACRES, 100%
IMPERVIOUS AREA = 178,942 SF, 4.1 ACRES, 34.7%
PERVIOUS AREA = 336,594 SF, 7.7 ACRES, 65.3%
DISTURBED AREA = 109,536 SF, 2.51 ACRES, 100%
IMPERVIOUS AREA (WITHIN DISTURBED AREA)= 21,666 SF, 0.49 ACRES, 19.8%
PERVIOUS AREA (WITHIN DISTURBED AREA)= 87,870 SF, 2.02 ACRES, 80.2%
SITE NOTES
1.BACKGROUND INFORMATION IS BASED ON A FIELD SURVEY BY LOUCKS ASSOCIATES AND
RECORD UTILITY DRAWINGS FROM THE CITY OF SCANDIA. LOUCKS ASSOCIATES DOES
NOT GUARANTEE THE ACCURACY OF INFORMATION PROVIDED BY OTHERS.
2.MINNESOTA STATE STATUTE REQUIRES NOTIFICATION PER "GOPHER STATE ONE CALL"
PRIOR TO COMMENCING ANY GRADING, EXCAVATION OR UNDERGROUND WORK.
3.CONTRACTOR SHALL FIELD VERIFY LOCATIONS AND ELEVATIONS OF EXISTING UTILITIES
AND TOPOGRAPHIC FEATURES PRIOR TO COMMENCEMENT OF CONSTRUCTION ACTIVITY.
THE CONTRACTOR SHALL NOTIFY THE ENGINEER OF ANY DISCREPANCIES OR VARIATIONS
FROM THE PLANS.
4.CONTRACTOR SHALL OBTAIN A CITY & COUNTY PERMIT FOR OBSTRUCTIONS AND WORK
WITHIN RIGHT-OF-WAY. PERMIT IS REQUIRED PRIOR TO REMOVALS OR INSTALLATION.
5.ALL DIMENSIONS ARE SHOWN TO THE FACE OF CURB UNLESS OTHERWISE NOTED.
6.PROVIDE A 3 FOOT TAPER AT ALL CURB TERMINI.
7.ALL PAVING, CONCRETE CURB, GUTTER AND SIDEWALK SHALL BE FURNISHED AND
INSTALLED IN ACCORDANCE WITH THE DETAILS SHOWN PER THE REQUIREMENTS OF THE
CITY. SEE LANDSCAPE AND ARCHITECTURAL PLANS FOR ANY ADDITIONAL HARDSCAPE
APPLICATIONS.
8.THE CITY DEPARTMENT OF ENGINEERING AND BUILDING INSPECTIONS DEPT. AND THE
CONSTRUCTION ENGINEER SHALL BE NOTIFIED AT LEAST 48 HOURS PRIOR TO ANY WORK
WITHIN THE STREET RIGHT OF WAY (SIDEWALK, STREET OR DRIVEWAYS)
9.ANY SIGN OR FIXTURES REMOVED WITH IN THE RIGHT OF WAY OR AS PART OF THE SITE
WORK SHALL BE REPLACED BY THE CONTRACTOR IN ACCORDANCE WITH THE CITY
REQUIREMENTS. THE CONTRACTOR SHALL PRESERVE AND MAINTAIN ANY EXISTING
STREET LIGHTS AND TRAFFIC SIGNS PER THE REQUIREMENTS OF THE CITY.
10.A SIGNIFICANT PORTION OF SITE IMPROVEMENTS NOT SHOWN ON THIS SHEET ARE
DESCRIBED AND PROVIDED IN FURTHER DETAIL ON THE ARCHITECTURAL AND
LANDSCAPE PLANS. THIS INCLUDES LANDSCAPING, LIGHTING AND OTHER FIXTURES.
11.B612 CONCRETE CURB AND GUTTER SHALL BE INSTALLED AT THE EDGE OF ALL COMMON
DRIVES AND PARKING LOTS WITHIN THE SITE, UNLESS NOTED OTHERWISE.
12.ALL PARKING LOT PAVEMENT MARKINGS SHALL BE 4" WIDE WHITE PAINTED STRIPING.
13.DISABLED PARKING SIGNAGE & PAVEMENT MARKINGS SHALL BE IN ACCORDANCE WITH
ADA & MINNESOTA RULES 1341.0502.
14.CITY ENGINEERING STAFF MUST BE PRESENT TO INSPECT ALL CONCRETE FORMS IN
PUBLIC RIGHT-OF-WAY PRIOR TO POUR. MINIMUM 24 HOUR NOTICE REQUIRED.
15.“NO PARKING FIRE LANE” SIGNS MUST BE INSTALLED AS INDICATED BY THE CITY FIRE
CHIEF. VERIFY EXACT LOCATIONS AND NUMBER OF REQUIRED SIGNS WITH THE CITY FIRE
CHIEF. SIGNAGE MUST BE INSTALLED PRIOR TO THE FINAL OCCUPANCY INSPECTION.
Gopher State One Call
THE CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING FOR LOCATIONS OF ALL EXISTING
UTILITIES. THEY SHALL COOPERATE WITH ALL UTILITY COMPANIES IN MAINTAINING THEIR
SERVICE AND / OR RELOCATION OF LINES.
THE CONTRACTOR SHALL CONTACT GOPHER STATE ONE CALL AT 651-454-0002 AT LEAST 48
HOURS IN ADVANCE FOR THE LOCATIONS OF ALL UNDERGROUND WIRES, CABLES, CONDUITS,
PIPES, MANHOLES, VALVES OR OTHER BURIED STRUCTURES BEFORE DIGGING. THE
CONTRACTOR SHALL REPAIR OR REPLACE THE ABOVE WHEN DAMAGED DURING
CONSTRUCTION AT NO COST TO THE OWNER.
WARNING
CHECKED BY:
DATE:
DRAWN BY:
PROJECT:
REVISIONS:
4/
1
9
/
2
0
1
7
5
:
4
0
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1
4
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5
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7
3
6/26/2017
CADD files prepared by the Consultant for this project are instruments
of the Consultant professional services for use solely with respect to
this project. These CADD files shall not be used on other projects, for
additions to this project, or for completion of this project by others
without written approval by the Consultant. With the Consultant's
approval, others may be permitted to obtain copies of the CADD
drawing files for information and reference only. All intentional or
unintentional revisions, additions, or deletions to these CADD files
shall be made at the full risk of that party making such revisions,
additions or deletions and that party shall hold harmless and indemnify
the Consultant from any & all responsibilities, claims, and liabilities.
LOUCKS
7200 Hemlock Lane, Suite 300
Maple Grove, MN 55369
763.424.5505
www.loucksinc.com
PLANNING
CIVIL ENGINEERING
LAND SURVEYING
LANDSCAPE ARCHITECTURE
ENVIRONMENTAL
Review Date
SHEET INDEX
License No.
Date
I hereby certify that this plan, specification or report was
prepared by me or under my direct supervision and that
I am a duly Licensed Professional Engineer under the
laws of the State of Minnesota.
Vicki J. Van Dell - PE
41352
Project Lead
Drawn By
Checked By
Loucks Project No.
6/19/17
Revised CITY
SUBMITTAL
6/19/17 Bid Pack 1
6/20/17 City Submittal
SI
T
E
P
L
A
N
6/26/17 Revised City Submittal
17
11
11
10
8
12
10
TIE INTO EXISTING
PAVEMENT EDGE
APPROX. 1038.5
8
8
8
APPROXIMATE LOCATION
OF PROPOSED
2-TIER RETAINING WALLS
UPPER WALL-TW-1046.3
GW-1042.9
LOWER WALL-TW-1042.6
GW-1039.0
1038.0
MATCH INTO
EXISTING
GRADES
10
3
7
8
8 8 8 8
10
3
8
EX-37.18
EX-37.73
EX-38.59
EX-38.6
37.2
1.
2
%
1
.
2
%
1.8%
36.8
36.4 36.4
38.9
38.9
38.8 36.71.5%
38.7
4
.
6
%
37.3
38.9
38.9
38.6
38.5
38.5
38.9 38.6
36.6
37.2
36.2
37.0TC-38.0
GL-37.5
EOF
2.0%
38.8
37.9
EOF
37.9
EOF
TC-38.6
GL-38.1
2.
1
%
10
3
8
TW-1039
GW-1039
TW-1041.5
GW-1038
TW-1042
GW-1042
TW-1045.0
GW-1041.3
TW-1040.8
GW-1037.0
TW-1039.0
GW-1039.0
TW-1042.5
GW-1038.8
TW-1043.0
GW-1043.0
TW-1041.8
GW-1038
TW-1046
GW-1042.3
TW-1044
GW-1042.0
TW-1041.5
GW-1038.5
8
8
8
8
8 8
8
8
8
8
8
8
8
8
8
8
8
8
8 8
8 8
8
8
8
8
8
8
8
8
1037.5
1037.51037.5
1037.5
1037.5
1035.1
36.5
37.038.3
38.3
38.3
37.4
38.9
8
38.9
10
3
7
10
3
8
10
3
7
10
3
9
10
3
2
10
3
3
10
3
4
10
3
5
38.8
1038
10
3
8
1
0
3
8
2
.
0
%
103
7
F3
F3
F3
F3
F2
F1
2.0
%
EX-37.4
1.8
%
3.1%
3.1%
1.
7
%
2
.
5
%
2
.
8
%
1.6
%
1
.
3
%
1.2
4
%
1.5%
EX-37.6
BIOFILTRATION BASIN
GRADING
PLAN
C4
N
Gopher State One Call
THE CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING FOR LOCATIONS OF ALL EXISTING
UTILITIES. THEY SHALL COOPERATE WITH ALL UTILITY COMPANIES IN MAINTAINING THEIR
SERVICE AND / OR RELOCATION OF LINES.
THE CONTRACTOR SHALL CONTACT GOPHER STATE ONE CALL AT 651-454-0002 AT LEAST 48
HOURS IN ADVANCE FOR THE LOCATIONS OF ALL UNDERGROUND WIRES, CABLES, CONDUITS,
PIPES, MANHOLES, VALVES OR OTHER BURIED STRUCTURES BEFORE DIGGING. THE
CONTRACTOR SHALL REPAIR OR REPLACE THE ABOVE WHEN DAMAGED DURING
CONSTRUCTION AT NO COST TO THE OWNER.
WARNING
NOTE:
SPOT ELEVATIONS AT CURB LINES INDICATE BASE OF
CURB AND GUTTER LINE (I.E. FLOW LINE) ELEVATIONS
UNLESS OTHERWISE NOTED.
NOTE:
CATCH BASINS RIMS ARE 2 INCHES LOWER THAN FLOW
LINE ELEVATION.
GRADING NOTES
1.BACKGROUND INFORMATION IS BASED ON A FIELD SURVEY BY LOUCKS ASSOCIATES AND
RECORD UTILITY DRAWINGS FROM THE CITY OF SCANDIA. LOUCKS ASSOCIATES DOES
NOT GUARANTEE THE ACCURACY OF INFORMATION PROVIDED BY OTHERS.
2.THE CONTRACTOR SHALL REFER TO THE ARCHITECTURAL PLANS FOR EXACT LOCATIONS
AND DIMENSIONS OF BUILDINGS, VESTIBULES, SLOPED PAVING, EXIT PORCHES, RAMPS,
TRUCK DOCKS, ENTRY LOCATIONS AND LOCATIONS OF DOWNSPOUTS.
3.THE CONTRACTOR SHALL TAKE ALL PRECAUTIONS NECESSARY TO AVOID PROPERTY
DAMAGE TO ADJACENT PROPERTIES DURING THE CONSTRUCTION PHASE OF THIS
PROJECT. THE CONTRACTOR WILL BE HELD RESPONSIBLE FOR ANY DAMAGES TO
ADJACENT PROPERTIES OCCURRING DURING THE CONSTRUCTION PHASE OF THIS
PROJECT.
4.IN ACCORDANCE WITH GENERALLY ACCEPTED CONSTRUCTION PRACTICES, THE
CONTRACTOR WILL BE SOLELY AND COMPLETELY RESPONSIBLE FOR CONDITIONS ON THE
JOB SITE, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY DURING THE
PERFORMANCE OF THE WORK. THIS REQUIREMENT WILL APPLY CONTINUOUSLY AND NOT
BE LIMITED TO NORMAL WORKING HOURS.
5.BEFORE BEGINNING CONSTRUCTION THE CONTRACTOR SHALL INSTALL A TEMPORARY
ROCK ENTRANCE PAD AT ALL POINTS OF VEHICLE EXIT FROM THE PROJECT SITE. SAID
ROCK ENTRANCE PAD SHALL BE MAINTAINED BY THE CONTRACTOR FOR THE DURATION
OF THE PROJECT.
6.EROSION AND SEDIMENTATION CONTROL MEASURES SHALL BE ESTABLISHED AROUND
THE ENTIRE SITE PERIMETER AND IN ACCORDANCE WITH NPDES PERMIT REQUIREMENTS,
BEST MANAGEMENT PRACTICES, AND CITY REQUIREMENTS.
7.ALL SPOT ELEVATIONS SHOWN REPRESENT FINISHED SURFACE OR GUTTER LINE
ELEVATIONS UNLESS OTHERWISE NOTED.
8.CONTRACTOR TO VERIFY EXISTING INFORMATION PRIOR TO CONSTRUCTION AND NOTIFY
ENGINEER OF ANY PLAN DISCREPANCIES.
9.EXISTING UTILITY LOCATIONS AS-PER CITY AS-BUILT PLANS AND FIELD SHOTS.
10.SEE SHEET C4 & C5 FOR EROSION CONTROL INFORMATION.
11.GENERAL CONTRACTOR MUST VERIFY ALL TIE IN GRADES.
12.REFER TO GEOTECHNICAL REPORT FOR MORE INFORMATION.
13.ADA ACCESSIBLE ROUTE SHALL HAVE A 5.0% MAXIMUM SLOPE IN THE DIRECTION OF
TRAVEL AND A 2.0% MAXIMUM CROSS-SLOPE.
14.ACCESSIBLE STALLS, ACCESS AISLES AND 60" TURNING CIRCLES SHALL HAVE A 2.0%
MAXIMUM SLOPE IN ANY DIRECTION.
ABBREVIATION LEGEND
FFE=FINISHED FLOOR ELEVATION
TW=GROUND ELEVATION AT TOP OF RETAINING WALL
GW=GROUND ELEVATION AT BOTTOM OF RETAINING WALL
HP=HIGH POINT
LP=LOW POINT
TC=TOP OF CURB
GL=GUTTER LINE
LEGEND
EXISTING PROPOSED
X 800.0
800
8
X.XX%
TOPOGRAPHIC CONTOUR
SPOT ELEVATION
DRAINAGE SLOPE
STORM SEWER
STORM MANHOLE
CATCH BASIN
SANITARY SEWER
WATERMAIN
BENCHMARK
EMERGENCY OVERFLOW
CONSTRUCTION LIMITS
CHECKED BY:
DATE:
DRAWN BY:
PROJECT:
REVISIONS:
4/
1
9
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2
0
1
7
5
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4
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1
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N
5
5
0
7
3
6/20/2017
CADD files prepared by the Consultant for this project are instruments
of the Consultant professional services for use solely with respect to
this project. These CADD files shall not be used on other projects, for
additions to this project, or for completion of this project by others
without written approval by the Consultant. With the Consultant's
approval, others may be permitted to obtain copies of the CADD
drawing files for information and reference only. All intentional or
unintentional revisions, additions, or deletions to these CADD files
shall be made at the full risk of that party making such revisions,
additions or deletions and that party shall hold harmless and indemnify
the Consultant from any & all responsibilities, claims, and liabilities.
LOUCKS
7200 Hemlock Lane, Suite 300
Maple Grove, MN 55369
763.424.5505
www.loucksinc.com
PLANNING
CIVIL ENGINEERING
LAND SURVEYING
LANDSCAPE ARCHITECTURE
ENVIRONMENTAL
Review Date
SHEET INDEX
License No.
Date
I hereby certify that this plan, specification or report was
prepared by me or under my direct supervision and that
I am a duly Licensed Professional Engineer under the
laws of the State of Minnesota.
Vicki J. Van Dell - PE
41352
Project Lead
Drawn By
Checked By
Loucks Project No.
6/19/17
CITY
SUBMITTAL
6/19/17 Bid Pack 1
6/20/17 City Submittal
CONSTRUC
T
I
O
N
NOT FOR
GR
A
D
I
N
G
P
L
A
N
17
11
11
10
8
12
10
TIE INTO EXISTING
PAVEMENT EDGE
APPROX. 1038.5
8
8
8
APPROXIMATE LOCATION
OF PROPOSED
2-TIER RETAINING WALLS
UPPER WALL-TW-1046.3
GW-1042.9
LOWER WALL-TW-1042.6
GW-1039.0
88' 15" HDPE @ 0.32%
15" NYLOPLAST INLET
RIM-1037.5
INV-1032.75
64' 12" HDPE @ 0.44%REMOVE EXISTING
ROOF DRAIN
15" NYLOPLAST CB
RIM-1037.5
INV-1032.46
12" NYLOPLAST INLET
WITH 3'x4' CONCRETE
COLLAR.
RIM-1037.4
INV-1034.4
1038.0
MATCH INTO
EXISTING
GRADES
10
3
7
DEMO A PORTION OF EXISTING
WALKWAY AND RAILINGS AS SHOWN
DEMO EXISTING
STORM SEWER &
FLARED ENDS
8
12" NYLOPLAST INLET
WITH 3'x4' CONCRETE
COLLAR.
RIM-1037.4
INV-1034.4
12" NYLOPLAST INLET
WITH 3'x4' CONCRETE
COLLAR.
RIM-1037.4
INV-1034.4
90' 12" HDPE @ 0.6%
138' 6" DRAIN-
TILE @ 1.0%
REMOVE EXISTING
WALK & CURB & BIT
8 8 8 8
81' 12" HDPE @ 0.5%
10
3
8
EX-37.18
EX-37.73
EX-38.59
EX-38.6
37.2
1.2
%
1
.
2
%
1.8%
36.8
36.4 36.4
38.9
38.9
38.8 36.71.5%
38.7
4
.
6
%
37.3
38.9
38.9
38.6
38.5
38.5
38.9 38.6
36.6
37.2
36.2
37.0TC-38.0
GL-37.5
EOF
2.0%
38.8
37.9
EOF
37.9
EOF
TC-38.6
GL-38.1
2.
1
%
10
3
8
15" NYLOPLAST INLET
RIM-1036.4
INV-1034.4
173' 12" HDPE @ 0.44%
15" NYLOPLAST CB
RIM-1036.7
INV-1033.63
TW-1039
GW-1039
TW-1041.5
GW-1038
TW-1042
GW-1042
TW-1045.0
GW-1041.3
TW-1040.8
GW-1037.0
TW-1039.0
GW-1039.0
TW-1042.5
GW-1038.8
TW-1043.0
GW-1043.0
TW-1041.8
GW-1038
TW-1046
GW-1042.3
TW-1044
GW-1042.0
TW-1041.5
GW-1038.5
18" NYLOPLAST
RIM-1036.8
INV-1032.64
393' 18" HDPE @ 0.44%
FES E W/RIPRAP
INV-1027.65
8
8
8
8
8 8
8
8
8
8
8
8
8
8
8
15" NYLOPLAST CB
RIM-1037.5
INV-1032.96
15" NYLOPLAST INLET
RIM-1037.5
INV-1032.96
15" NYLOPLAST CB
RIM-1037.5
INV-1033.04
134' 12" HDPE @ 0.44%
12" NYLOPLAST INLET
RIM-1036.10
INV-1032.24
86' 12" HDPE @ 0.6%
39' 15" HDPE @ 0.32%
24" NYLOPLAST CB
RIM-1038.20
INV-1032.33
65' 12" HDPE @ 0.6%
FES W/RIP RAP D
INV-1031.88
35' 18" HDPE @ 0.25%
33' 18" HDPE @ 0.25%
157' 24" HDPE @ 0.17%
45' 12" HDPE @ 7.6%
30" NYLOPLAST INLET
RIM-1035.1
INV-1032.15
99' 15" HDPE @ 0.5%
84' 12" HDPE
@ 1.30%
49' 12" HDPE
@ 1.10%
18" NYLOPLAST INLET
RIM-1036.5
INV-1033.31 8
8
8
107' 15" HDPE @ 0.63%
8 8
8 8
8
8
8
8
8
8
8
8
1037.5
1037.51037.5
1037.5
1037.5
1035.1
36.5
37.038.3
38.3
38.3
37.4
38.9
8
38.9
REMOVE EXISTING
CONCRETE WALK
REMOVE EXISTING
FENCING
REMOVE EXISTING
SHED
DEMO EXISTING
STORM SEWER AS
SHOWN
OCS
RIM=1032.30
INV=1029.38
79'- 6" PVC
PERFORATED
DRAINTILE
INV=1029.38
10
3
7
FES W/RIP RAP B
INV-1036.49
FES A
INV-1036.90
10
3
8
10
3
7
FES C INV-1036.09
10
3
9
10
3
2
10
3
3
10
3
4
10
3
5
38.8
1038
10
3
8
1
0
3
8
18" NYLOPLAST INLET
RIM-1037.0
INV-1033.86
92' 12" HDPE @ 0.6%
2
.
0
%
103
7
F3
F3
F3
F3
F2
F1
2.0
%
ABANDON EXISTING STORM
IN PLACE & FILL WITH SAND.
PROTECT EXISTING GAS, ELECTRIC &
TELEPHONE IN THIS AREA.
COORDINATE WITH MECHANICAL
AND UTILITY OWNERS.
EX-37.4
1.8
%
3.1%
3.1%
1.
7
%
2
.
5
%
2
.
8
%
1.6
%
1
.
3
%
1.2
4
%
1.5%
EX-37.6
BIOFILTRATION BASIN
ROCK ENTRANCE
PAD (SEE DETAIL)
SILT FENCE
(TYP) (SEE DETAIL)
CONCRETE
WASHOUT
CATCH BASIN INLET
PROTECTION
SWPPP
1 OF 2
C5
N
CHECKED BY:
DATE:
DRAWN BY:
PROJECT:
REVISIONS:
4/
1
9
/
2
0
1
7
5
:
4
0
:
1
4
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GAJ
VJV
16174
14
3
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1
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a
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a
i
l
N
Sc
a
n
d
i
a
,
M
N
5
5
0
7
3
6/20/2017
CADD files prepared by the Consultant for this project are instruments
of the Consultant professional services for use solely with respect to
this project. These CADD files shall not be used on other projects, for
additions to this project, or for completion of this project by others
without written approval by the Consultant. With the Consultant's
approval, others may be permitted to obtain copies of the CADD
drawing files for information and reference only. All intentional or
unintentional revisions, additions, or deletions to these CADD files
shall be made at the full risk of that party making such revisions,
additions or deletions and that party shall hold harmless and indemnify
the Consultant from any & all responsibilities, claims, and liabilities.
LOUCKS
7200 Hemlock Lane, Suite 300
Maple Grove, MN 55369
763.424.5505
www.loucksinc.com
PLANNING
CIVIL ENGINEERING
LAND SURVEYING
LANDSCAPE ARCHITECTURE
ENVIRONMENTAL
Review Date
SHEET INDEX
License No.
Date
I hereby certify that this plan, specification or report was
prepared by me or under my direct supervision and that
I am a duly Licensed Professional Engineer under the
laws of the State of Minnesota.
Vicki J. Van Dell - PE
41352
Project Lead
Drawn By
Checked By
Loucks Project No.
6/19/17
CITY
SUBMITTAL
6/19/17 Bid Pack 1
6/20/17 City Submittal
CONSTRUC
T
I
O
N
NOT FOR
ST
O
R
M
W
A
T
E
R
P
O
L
L
U
T
I
O
N
PR
E
V
E
N
T
I
O
N
P
L
A
N
1
O
F
2
EROSION CONTROL LEGEND
SILT FENCE
INLET PROTECTION
PERMANENT STORMWATER MANAGEMENT
INFILTRATION
STORMWATER HARVEST AND REUSE
FILTRATION
PIPE STORAGE / IRRIGATION
REGIONAL PONDING (PREVIOUSLY CONSTRUCTED)
ESTIMATED QUANTITIES
DESCRIPTION UNIT
TEMPORARY ROCK CONSTRUCTION ENTRANCE EA
PREFABRICATED CONCRETE WASHOUT EA
SILT FENCE (STANDARD)LF
ROCK LOG LF
INLET PROTECTION EA
QUANTITY
1
1
1,950
0
21
TURF RESTORATION AC 1.9
X
TYPICAL SUBSURFACE SOIL STRATUM
STRATUM DEPTH TO BASE OF STRATUM
BELOW EXISTING GRADE
1 0 TO 1 FEET
MATERIAL DESCRTION
TOPSOIL
2 1 TO 8 FEET
ON-SITE SOILS CONSIST OF SANDY SOILS WITH SILT,
PER SOIL BORING LOGS AND WEB SOIL SURVEY
Gopher State One Call
RECEIVING WATERS
NAME OF WATER
BODY
TYPE OF
WATER
BODY
HWY 97 ROW DITCHES TO ROADSIDE POND POND
SPECIAL
WATER
IMAIRED
WATER
NO NO
PROJECT LOCATION
COUNTY SECTION
WASHINGTON
LATITUDE LONGITUDE
-92.81365445.25561014
TYPE OF
SPECIAL
WATER
TOWNSHIP RANGE
32N 20W
THE CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING FOR LOCATIONS OF ALL EXISTING
UTILITIES. THEY SHALL COOPERATE WITH ALL UTILITY COMPANIES IN MAINTAINING THEIR
SERVICE AND / OR RELOCATION OF LINES.
THE CONTRACTOR SHALL CONTACT GOPHER STATE ONE CALL AT 651-454-0002 AT LEAST 48
HOURS IN ADVANCE FOR THE LOCATIONS OF ALL UNDERGROUND WIRES, CABLES, CONDUITS,
PIPES, MANHOLES, VALVES OR OTHER BURIED STRUCTURES BEFORE DIGGING. THE
CONTRACTOR SHALL REPAIR OR REPLACE THE ABOVE WHEN DAMAGED DURING
CONSTRUCTION AT NO COST TO THE OWNER.
WARNING:
N
SITE LOCATION
1 MILE RADIUS SEARCH
EXISTING DRAINAGE PATTERN
PROPOSED DRAINAGE PATTERN
GOOSE LAKE
X
SILTY SAND
SWPPP
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CADD files prepared by the Consultant for this project are instruments
of the Consultant professional services for use solely with respect to
this project. These CADD files shall not be used on other projects, for
additions to this project, or for completion of this project by others
without written approval by the Consultant. With the Consultant's
approval, others may be permitted to obtain copies of the CADD
drawing files for information and reference only. All intentional or
unintentional revisions, additions, or deletions to these CADD files
shall be made at the full risk of that party making such revisions,
additions or deletions and that party shall hold harmless and indemnify
the Consultant from any & all responsibilities, claims, and liabilities.
LOUCKS
7200 Hemlock Lane, Suite 300
Maple Grove, MN 55369
763.424.5505
www.loucksinc.com
PLANNING
CIVIL ENGINEERING
LAND SURVEYING
LANDSCAPE ARCHITECTURE
ENVIRONMENTAL
Review Date
SHEET INDEX
License No.
Date
I hereby certify that this plan, specification or report was
prepared by me or under my direct supervision and that
I am a duly Licensed Professional Engineer under the
laws of the State of Minnesota.
Vicki J. Van Dell - PE
41352
Project Lead
Drawn By
Checked By
Loucks Project No.
6/19/17
CITY
SUBMITTAL
6/19/17 Bid Pack 1
6/20/17 City Submittal
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SWPPP NOTES
TILE NAME
OWNER
COMPANY PHONE NUMBER
FOREST LAKES SCHOOLS
PROJECT MANAGER VICKI VAN DELL LOUCKS ASSOCIATES 763-424-5505
SWPPP DESIGNER BILL SHARBONO 763-424-5505LOUCKS ASSOCIATES
CONTRACTOR
SITE MANAGER
TBD TBDTBD
TBD TBDTBD
1.PROJECT DESCRIPTION - THE NATURE OF THIS PROJECT WILL CONSIST OF ADDING ONTO
AN EXISTING SCHOOL, ROAD CONTINUATION AND ASSOCIATED UTILITIES.
2.SEQUENCING OF MAJOR CONSTRUCTION ACTIVITIES ARE AS FOLLOWS:
1.INSTALL VEHICLE TRACKING BMP & CONCRETE WASHOUT
2.INSTALL SILT FENCE AS SHOWN
3.STRIP AND STOCKPILE TOPSOIL
4.GRADE SITE
5.INSTALL UTILITIES & STORM WATER MANAGEMENT DEVICES
6.FINAL GRADE SITE & REMOVE SEDIMENT FROM BASIN/INLETS
7.INSTALL THE BITUMINOUS & CONCRETE WORK
8.SEED AND MULCH AND LANDSCAPING
9.WHEN ALL CONSTRUCTION ACTIVITY IS COMPLETE AND THE SITE IS STABILIZED, REMOVE
SILT FENCE AND RESEED ANY AREAS DISTURBED BY THE REMOVAL.
3.SITE DATA:
TOTAL DISTURBED AREA:2.5 AC
PRE-CONSTRUCTION IMPERVIOUS AREA:0.3 AC
POST-CONSTRUCTION IMPERVIOUS AREA:0.5 AC
AREA OF DISTURBANCE:2.5 AC
GENERAL SOIL TYPE:HSG B, FROM SOILS BORING LOGS & GEOTECH SOIL SURVEY, SILTY
SAND WITH CLAYEY SAND BELOW AND SANDY LEAN CLAY BELOW THE CLAYEY SAND
4.THE LOCATION OF AREAS NOT TO BE DISTURBED MUST BE IDENTIFIED WITH FLAGS,
STAKES, SIGNS, SILT FENCE, ETC. BEFORE CONSTRUCTION BEGINS.
5.ALL DISTURBED GROUND LEFT INACTIVE FOR SEVEN (7) OR MORE DAYS SHALL BE
STABILIZED BY SEEDING OR SODDING (ONLY AVAILABLE PRIOR TO SEPTEMBER 15) OR BY
MULCHING OR COVERING OR OTHER EQUIVALENT CONTROL MEASURE. AT A RATE OF 1.5
TIMES STANDARD SEEDING FINAL STABILIZATION TO BE DONE PER LANDSCAPE PLAN, SEE
SHEET L1-1.
6.ON SLOPES 3:1 OR GREATER MAINTAIN SHEET FLOW AND MINIMIZE RILLS AND/OR
GULLIES, SLOPE LENGTHS CAN NOT BE GREATER THAN 75 FEET.
DENOTES SLOPES GREATER THAN 3:1. ALL 3:1 SLOPES TO BE STABILIZED WITH
EROSION CONTROL BLANKET
7.ALL STORM DRAINS AND INLETS MUST BE PROTECTED UNTIL ALL SOURCES OF POTENTIAL
DISCHARGE ARE STABILIZED.
8.TEMPORARY SOIL STOCKPILES MUST HAVE EFFECTIVE SEDIMENT CONTROL AND CAN
NOT BE PLACED IN SURFACE WATERS OR STORM WATER CONVEYANCE SYSTEMS.
TEMPORARY STOCKPILES WITHOUT SIGNIFICANT AMOUNT OF SILT, CLAY, OR ORGANIC
COMPOUNDS ARE EXEPMT EX: CLEAN AGGREGATE STOCK PILES, DEMOLITION
CONCRETE STOCKPILES, SAND STOCKPILES.
9.SEDIMENT LADEN WATER MUST BE DISCHARGED TO A SEDIMENTATION BASIN
WHENEVER POSSIBLE. IF NOT POSSIBLE, IT MUST BE TREATED WITH THE APPROPRIATE
BMP'S.
10.SOLID WASTE MUST BE DISPOSED OF PROPERLY AND MUST COMPLY WITH MPCA
DISPOSAL REQUIREMENTS.
11.THE WATERSHED DISTRICT OR THE CITY MAY HAVE REQUIREMENTS FOR INSPECTIONS OR
AS-BUILT DRAWINGS VERIFYING PROPER CONSTRUCTION OF THE BMPS.
12.THE OWNER WHO SIGNS THE NPDES PERMIT APPLICATION IS A PERMITTEE AND IS
RESPONSIBLE FOR COMPLIANCE WITH ALL TERMS AND CONDITIONS OF THE PERMIT. THE
OPERATOR (CONTRACTOR) WHO SIGNS THE NPDES PERMIT APPLICATION IS A PERMITTEE
FOR PARTS II.B., PART II.C, PART II.B-F, PART V, PART IV AND APPLICABLE CONSTRUCTION
ACTIVITY REQUIREMENTS FOUND IN APPENDIX A, PART C. OF THE NPDES PERMIT AND IS
JOINTLY RESPONSIBLE WITH THE OWNER FOR COMPLIANCE WITH THOSE PORTIONS OF
THE PERMIT.
13.TERMINATION OF COVERAGE-PERMITTEE(S) WISHING TO TERMINATE COVERAGE MUST
SUBMIT A NOTICE OF TERMINATION (NOT) TO THE MPCA. ALL PERMITTEE(S) MUST SUBMIT
A NOT WITHIN 30 DAYS AFTER ONE OR MORE OF THE FOLLOWING CONDITIONS HAVE
BEEN MET:
A.FINAL STABILIZATION, PER NPDES PERMIT PART IV.G. HAS BEEN ACHIEVED ON ALL
PORTIONS OF THE SITE FOR WHICH THE PERMITTEE IS RESPONSIBLE.
B.TRANSFER OF OWNERSHIP AS DESCRIBED IN THE PERMIT.
15. INSPECTIONS
A.INITIAL INSPECTION FOLLOWING SILT FENCE INSTALLATION BY CITY
REPRESENTATIVE IS REQUIRED.
B.EXPOSED SOIL AREAS: ONCE EVERY 7 DAYS AND WITHIN 24 HOURS FOLLOWING A
0.5" OVER 24 HOUR RAIN EVENT.
C.STABILIZED AREAS: ONCE EVERY 30 DAYS
D.FROZEN GROUND: AS SOON AS RUNOFF OCCURS OR PRIOR TO RESUMING
CONSTRUCTION.
E.INSPECTION AND MAINTENANCE RECORDS MUST BE RETAINED FOR 3 YEARS AFTER
FILING OF THE NOTICE OF TERMINATION AND MUST INCLUDE: DATE AND TIME OF
ACTION, NAME OF PERSON(S) CONDUCTING WORK, FINDING OF INSPECTIONS AND
RECOMMENDATIONS FOR CORRECTIVE ACTION, DATE AND AMOUNT OF RAINFALL
EVENTS GREATER THAN 0.5 INCHES IN A 24 HOUR PERIOD.
16. MINIMUM MAINTENANCE
A.SILT FENCE TO BE REPAIRED, REPLACED, SUPPLEMENTED WHEN NONFUNCTIONAL,
OR 1/3 FULL; WITHIN 24 HOURS
B.SEDIMENT BASINS DRAINED AND SEDIMENT REMOVED WHEN REACHES 1/2
STORAGE VOLUME. REMOVAL MUST BE COMPLETE WITHIN 72 HOURS OF
DISCOVERY.
C.SEDIMENT REMOVED FROM SURFACE WATERS WITHIN (7)SEVEN DAYS
D.CONSTRUCTION SITE EXITS INSPECTED, TRACKED SEDIMENT REMOVED WITH 24
HOURS.
E.PROVIDE COPIES OF EROSION INSPECTION RESULTS TO CITY ENGINEER FOR ALL
EVENTS GREATER THAN 12" IN 24 HOURS
17.THE SWPPP, INCLUDING ALL CHANGES TO IT, AND INSPECTIONS AND MAINTENANCE
RECORDS MUST BE KEPT AT THE SITE DURING CONSTRUCTION ACTIVITY BY THE
PERMITTEE(S) WHO HAVE OPERATIONAL CONTROL OF THE SITE.
18.OWNER MUST KEEP RECORDS OF ALL PERMITS REQUIRED FOR THE PROJECT, THE SWPPP,
ALL INSPECTIONS AND MAINTENANCE, PERMANENT OPERATION AND MAINTENANCE
AGREEMENTS, AND REQUIRED CALCULATIONS FOR TEMPORARY AND PERMANENT
STORM WATER MANAGEMENT SYSTEMS. THESE RECORDS MUST BE RETAINED FOR
THREE YEARS AFTER FILING NPDES NOTICE OF TERMINATION.
19.SWPPP MUST BE AMENDED WHEN:
A.THERE IS A CHANGE IN DESIGN, OPERATION, MAINTENANCE, WEATHER OR
SEASONAL CONDITIONS THAT HAS A SIGNIFICANT EFFECT ON DISCHARGE
B.INSPECTIONS INDICATE THAT THE SWPPP IS NOT EFFECTIVE AND DISCHARGE IS
EXCEEDING WATER QUALITY STANDARDS.
C.THE BMP'S IN THE SWPPP ARE NOT CONTROLLING POLLUTANTS IN DISCHARGES OR
IS NOT CONSISTENT WITH THE TERMS AND CONDITIONS OF THE PERMIT.
D.AT ANY TIME AFTER PERMIT COVERAGE IS EFFECTIVE, THE MPCA MAY DETERMINE
THAT THE PROJECT'S STORMWATER DISCHARGES MAY CAUSE, HAVE REASONABLE
POTENTIAL TO CAUSE, OR CONTRIBUTE TO NON-ATTAINMENT OF ANY APPLICABLE
WATER QUALITY STANDARD, OR THAT THE SWPPP DOES NOT INCORPORATE THE
APPLICABLE REQUIREMENTS IN PART III.A.8., (IMPAIRED WATERS AND TMDLS). IF A
WATER QUALITY STANDARD CHANGES DURING THE TERM OF THIS PERMIT, THE
MPCA WILL AKE A DETERMINATION AS TO WHETHER A MODIFICATION OF THE
SWPPP IS NECESSARY TO ADDRESS THE NEW STANDARD. IF THE MPCA MAKES SUCH
DETERMINATION(S) OR ANY OF THE DETERMINATIONS IN PARTS III.B.1.-3., THE
MPCA WILL NOTIFY THE PERMITTEE(S) IN WRITING. IN RESPONSE, THE PERMITTEE(S)
MUST AMEND THE SWPPP TO ADDRESS THE IDENTIFIED CONCERNS AND SUBMIT
INFORMATION REQUESTED BY THE MPCA, WHICH MAY INCLUDE AN INDIVIDUAL
PERMIT APPLICATION. IF THE MPCA'S WRITTEN NOTIFICATION REQUIRES A
RESPONSE, FAILURE TO RESPOND WITHIN THE SPECIFIED TIMEFRAME CONSTITUTES
A PERMIT VIOLATION.
20.CONCRETE WASHOUT
A.CONTRACTOR TO PROVIDE PREFABRICATED CONCRETE WASH-OUT CONTAINER
WITH RAIN PROTECTION PER PLAN.
B.CONCRETE WASH-OUT TO BE IDENTIFIED WITH SIGNAGE STATING "CONCRETE
WASHOUT AREA DO NOT OVERFILL".
C.CONCRETE WASHOUT WATER NEEDS TO BE PUMPED WITHIN 24 HOURS OF
STANDING WATER IN WASHOUT AREA.
D.ALTERNATE: PORTABLE TRUCK MOUNTED PUMP RECOVERY SYSTEM, OR PORTABLE
TRUCK MOUNTED PULL BEHIND WASH TANK.
21.IN THE EVENT OF ENCOUNTERING A WELL OR SPRING DURING CONSTRUCTION
CONTRACTOR TO CEASE CONSTRUCTION ACTIVITY AND NOTIFY ENGINEER.
22.PIPE OULTETS MUST BE PROVIDED WITH TEMPORARY OR PERMANENT ENERGY
DISSIPATION WITHIN 24 HOURS AFTER CONNECTION TO A SURFACE WATER.
23.FINAL STABILIZATION
FINAL STABILIZATION REQUIRES THAT ALL SOIL DISTURBING ACVTIVITIES HAVE BEEN
COMPLETED AND THAT DISTURBED AREAS ARE STABILIZED BY A UNIFORM PERENNIAL
VEGETATIVE COVER WITH 70% OF THE EXPECTED FINAL DENSITY, AND THAT ALL
PERMANENT PAVEMENTS HAVE BEEN INSTALLED. ALL TEMPORARY BMP'S SHALL BE
REMOVED, DITCHES STABILIZED, AND SEDIMENT SHALL BE REMOVED FROM PERMANENT
CONVEYANCES AND SEDIMENTATION BASINS IN ORDER TO RETURN THE POND TO
DESIGN CAPACITY.
24. TEMPORARY SEDIMENTATION BASINS
A.THE TEMPORARY SEDIMENTATION BASINS SHALL BE CONSTRUCTED AND MADE
OPERATIONAL PRIOR TO DISTURBANCE OF 10 OR MORE ACRES DRAINING TO A
COMMON LOCATION.
B.TEMPORARY SEDIMENTATION BASINS ARE REQUIRED PRIOR TO RUNOFF LEAVING
THE CONSTRUCTION SITE OR ENTERING SURFACE WATERS WHEN 10 OR MORE
ACRES OF DISTURBED SOILS DRAIN TO A COMMON LOCATION. THE BASIN MUST
PROVIDE 3,600 CUBIC FEET OF STORAGE BELOW THE OUTLET PER ACRE DRAINED. IF
HYDRAULIC CALCULATIONS ARE AVAILABLE, THE TEMPORARY SEDIMENTATION
BASIN MUST PROVIDE A STORAGE VOLUME EQUIVALENT TO THE 2-YEAR, 24-HOUR
STORM, BUT IN NO CASE LESS THAN 1800 CUBIC FEET PER ACRE DRAINED. THE
TEMPORARY SEDIMENTATION BASIN MUST BE CONSTRUCTED AND MADE
OPERATIONAL CONCURRENT WITH THE START OF SOIL DISTURBANCE UP GRADIENT
OF THE POND. THE TEMPORARY SEDIMENTATION BASIN SHALL BE DESIGNED TO
PREVENT SHORT CIRCUITING. THE OUTFALL SHALL BE DESIGNED TO REMOVE
FLOATABLE DEBRIS, ALLOW FOR COMPLETE DRAWDOWN OF THE POND FOR
MAINTENANCE ACTIVITIES, AND HAVE ENERGY DISSIPATION. THE EMERGENCY
SPILLWAY SHALL BE STABILIZED.
C.TEMPORARY SEDIMENTATION BASINS SHALL BE SITUATED OUTSIDE OF SURFACE
WATERS AND ANY REQUIRED BUFFER ZONE, AND MUST BE DESIGNED TO AVOID
DRAINING WETLANDS, UNLESS THE IMPACT IS IN COMPLIANCE WITH THE
REQUIREMENTS OF THIS PERMIT.
D.EXCESSIVE SEDIMENT-LADEN WATER THAT IS NOT PROPERLY FILTERED WILL NOT BE
PERMITTED TO DISCHARGE FROM SIRE.
25.DEWATERING AND BASIN DRAINING
A.TURBID OR SEDIMENT-LADEN WATERS RELATED TO DEWATERING OR BASIN
DRAINING SHALL BE DISCHARGED TO A TEMPORARY OR PERMANENT
SEDIMENTATION BASIN ON THE PROJECT SITE UNLESS INFEASIBLE. THE
TEMPORARY OR PERMANENT BASIN MAY DISCHARGE TO SURFACE WATERS IF THE
BASIN WATER HAS BEEN VISUALLY CHECKED TO ENSURE ADEQUATE TREATMENT
HAS BEEN OBTAINED IN THE BASIN AND THAT THE NUISANCE CONDITIONS WILL
NOT RESULT FROM THE DISCHARGE. DISCHARGE POINTS SHALL BE ADEQUATELY
PROTECTED FROM EROSION AND PROPER VELOCITY DISSIPATION PROVIDED.
B.ALL WATER FROM DEWATERING OR BASIN-DRAINING ACTIVITIES MUST BE
DISCHARGED IN A MANNER THAT DOES NOT CAUSE NUISANCE CONDITIONS,
EROSION IN THE RECEIVING CHANNELS OR ON DOWN SLOPE PROPERTIES, OR
INUNDATION IN WETLANDS CAUSING SIGNIFICANT ADVERSE IMPACTS TO THE
WETLAND.
C.IF FILTERS WITH BACKWASH WATERS ARE USED, THE BACKWASH WATER SHALL BE
HAULED AWAY FOR DISPOSAL, RETURNED TO THE BEGINING OF THE TREATMENT
PROCESS, OR INCORPORATED INTO SITE IN A MANNER THAT DOES NOT CAUSE
EROSION. BACKWASH WATER MAY BE DISCHARGED TO SANITARY SEWER IF
PERMISSION IS GRANTED BY THE SANITARY SEWER AUTHORITY.
26.POLLUTION PREVENTION
A.BUILDING PRODUCTS THAT HAVE THE POTENTIAL TO LEACH POLLUTANTS MUST BE
UNDER COVER TO PREVENT DISCHARGE OR PROTECTED BY AN EFFECTIVE MEANS
DESIGNED TO MINIMIZE CONTACT WITH STORMWATER.
B.PESTICIDES, HERBICIDES, INSECTICIDES, FERTILIZERS, TREATMENT CHEMICALS, AND
LANDSCAPE MATERIALS MUST BE UNDER COVER.
C.HAZARDOUS MATERIALS AND TOXIC WASTE MUST BE PROVIDED TO PREVENT
VANDALISM.
D.SOLID WASTER MUST BE STORED, COLLECTED AND DISPOSED OF IN COMPLIANCE
WITH MINN. R. CH 7035.
E.PORTABLE TOILETS MUST BE POSITIONED SO THAT THEY ARE SECURE AND WILL
NOT BE TIPPED OR KNOCKED OVER. SANITARY WASTE MUST BE DISPOSED OF
PROPERLY IN ACCORDANCE WITH MINN. R. CH 7041.
F.DISCHARGE OF SPILLED OR LEAKED CHEMICALS, INCLUDING FUEL, FROM ANY AREA
WHERE CHEMICALS OR FUEL WILL BE LOADED OR UNLOADED SHALL BE PREVENTED
USING DRIP PANS OR ABSORBENTS. SUPPLIES SHALL BE AVAILABLE AT ALL TIMES TO
CLEAN UP DISCHARGED MATERIALS AND THAT AN APPROPRIATE DISPOSAL
METHOD MUST BE AVAILABLE FOR RECOVERED SPILLED MATERIALS.
27. DESIGN CALCULATIONS
SEE STORMWATER REPORT FOR INFILTRATION SYSTEM DESIGN.
28.CONSTRUCTION OF FILTRATION BASINS
A.NO HEAVY TRAFFIC ON FILTRATION AREAS. CONSTRUCTION TO BE DONE WITH
MINIMAL COMPACTION COMPACTION TO FILTRATION AREAS. IF COMPACTION IS
ENCOUNTERED, BASIN SOILS FOR THE FIRST & MUST BE REMOVED & RELAID.
B.INFILTRATION SYSTEMS MUST NOT BE EXCAVATED TO FINAL GRADE UNTIL THE
CONTRIBUTING DRAINAGE AREA HAD BEEN CONSTRUCTED AND FULLY STABILIZED
UNLESS RIGOROUS EROSIN PREVENTION AND SEDIMENT CONTROLS ARE
PROVIDED( PART III.D.1.C.).
C.WHEN AN INFILTRATION SYSTEM IS EXCAVATED TO FINAL GRADE (OR WITHIN
THREE (3) FEET OF FINAL GRADE), THE PERMITTEE(S) MUST EMPLOY RIGOROUS
EROSION PREVENTION AND SEDIMENT CONTROLS (E.G., DIVERSION BERMS) TO
KEEP SEDIMENT AND RUNOFF COMPLETELY AWAY FROM THE INFILTRATION AREA.
THE AREA MUST BE STAKED OFF AND MARKED SO THAT HEAVY CONSTRUCTION
VEHICLES OR EQUIPMENT WILL NOT COMPACT THE SOIL IN THE PROPOSED
INFILTRATION AREA.
D.TO PREVENT CLOGGING OF THE INFILTRATION OR FILTRATION SYSTEM, THE
PERMITTEE(S) MUST USE A PRETREATMENT DEVICE SUCH AS A VEGETATED FILTER
STRIP, SMALL SEDIMENTATION BASIN, OR WATER QUALITY INLET (E.G., GRIT
CHAMBER) TO SETTLE PARTICULATES BEFORE THE STORMWATER DISCHARGES INTO
THE INFILTRATION OF FILTRATION SYSTEM.
30.POST CONSTRUCTION - THE WATER QUALITY VOLUME THAT MUST BE RETAINED ON SITE
BY THE PROJECT'S PERMANENT STORMWATER MANAGEMENT SYSTEM DESCRIBED IN
PART III.D. SHALL BE ONE (1) INCH OF RUNOFF FROM THE NEW IMPERVIOUS SURFACES
CRATED BY THE PROJECT. SEE PART III.D.1. FOR MORE INFORMATION ON INFILTRATION
DESIGN, PROHIBITIONS AND APPROPRIATE SITE CONDITIONS.
31.RESPONSIBILITIES
A.THE OWNER MUST IDENTIFY A CONTRACTOR WHO WILL OVERSEE THE SWPPP
IMPLEMENTATION AND THE PERSON RESPONSIBLE FOR INSPECTION AND
MAINTENANCE:
B.THE OWNER MUST IDENTIFY THE A PERSON WHO WILL BE RESPONSIBLE FOR LONG
TERM OPERATIONS AND MAINTENANCE OF THE PERMANENT STORMWATER
MANAGEMENT SYSTEM:
32.TRAINING REQEMENTS - THE PERMITTES(S) SHALL ENSURE THE FOLLOWING INDIVIDUALS
IDENTIFIED IN THIS PART HAVE BEEN TRIANED IN ACCORDANCE WITH THIS PERMIT'S
TRAINING REQUIREMENTS.
1.WHO MUST BE TRAINED:
1.1.INDIVIDUAL(S) PREPARING THE SWPP FOR THE PROJECT
1.2.INDIVIDUAL(S) OVERSEEING IMPLEMENTATION OF, REVISING, AND AMENDING THE
SWWP AND INDIVIDUALS(S) PERFORMING INSPECTIONS AS REQUIRED IN PART IV.E.
ONE OF THESE INDIVDUAL(S) MUST BE AVAILABLE FOR AN ONSITE INSPECTION
WITHIN 72 HOURS UPON REQUEST BY THE MPCA.
1.3.INDIVIDUAL(S) PERFORMING OR SUPERVISING THE INSTALLATION, MAINTENANCE
AND REPAIR OF BMPS. AT LEAST ONE INDIVIDUAL ON A PROJECT MUST BE TRAINED
IN THESE JOB DUTIES.
2.TRAINING CONTENT: - THE CONTENT AND EXTENT OF TRAINING MUST BE
COMMENSURATE WITH THE INDIVIDUAL'S JOB DUTIES AND RESPONSIBILITIES WITH
REGARD TO ACTIVITIES COVERED UNDER THIS PERMIT FOR THE PROJECT. AT LEAST ONE
INDIVIDUAL PRESENT ON THE PERMITTED PROJECT SITE (OR AVAILABLE TO THE PROJECT
SIRE IN 72 HOURS) MUST BE TRAINED IN THE JOB DUTIES DESCRIBED IN PART III.F.1.B. AND
PARTIII.F.1.C.
3.THE PERMITTEE(S) SHALL ENSURE THAT THE INDIVIDUALS ARE TRAINED BY LOCAL, STATE,
FEDERAL AGENCIES, PROFESSIONAL OR OTHER ENTITIES WITH EXPERTISE IN EROSION
PREVENTION, SEDIMENT CONTROL, PERMANENT STORMWATER MANAGEMENT AND THE
MINNESOTA NPDES/SDS CONSTRUCTION STORMWATER PERMIT. AN UPDATE
REFESHER-TREINING MUST BE ATTENDED EVERY THREE (3) YEARS STARTING THREE (3)
YEARS FROM THE ISSUANCE DATE OF THIS PERMIT.
33.LIST OF CONTACTS
* MPCA 24HR. HAZARDOUS SPILL HOTLINE: 651-649-5457 OF 80420798
TBD TBD
SILT FENCE
PRE-ASSEMBLED OR MACHINE SLICED
FLOW
6"
6"
NOTES:
1.PLACE BOTTOM EDGE OF FENCE INTO 6 IN DEEP TRENCH
AND BACKFILL IMMEDIATELY.
2.POSTS SHALL BE:
·6 FT MAX. SPACING.
·2 IN X 2IN HARDWOOD, OR STANDARD STEEL T-TYPE
FENCE POSTS.
·5' MIN. LENGTH POSTS, DRIVEN 2 FT INTO THE
GROUND.
3.ATTACH FABRIC TO WOOD POST WITH A MIN. OF 5, 1
INCH LONG STAPLES.
4.ATTACH FABRIC TO STEEL POST WITH A MIN. OF 3 ZIP
TIES IN TOP 8 INCHES OF FABRIC.
GEOTEXTILE FABRIC
PER MNDOT 3886
GEOTEXTILE
FABRIC PER
MNDOT 3886
DRAWN 2/2016
LOUCKS PLATE NO.
3000LOUCKS
HARD SURFACE PUBLIC ROAD
2' MINIMUM
1" TO 2" WASHED ROCK
50
'
M
I
N
I
M
U
M
AS R
E
Q
U
I
R
E
D
4
:
1
4:1
6" MINIMUM
ROCK CONSTRUCTION
ENTRANCE
NOTES:
1.ROCK SIZE SHOULD BE 1" TO 2" IN SIZE SUCH AS MN/DOT CA-1 OR
CA-2 COURSE AGGREGATE. (WASHED)
2.A GEOTEXTILE FABRIC MAY BE USED UNDER THE ROCK TO PREVENT
MIGRATION OF THE UNDERLYING SOIL INTO THE STONE.
DRAWN 2/2016
LOUCKS PLATE NO.
3003LOUCKS
INLET PROTECTION -
FILTER BAG INSERT
3
FRONT, BACK, AND
BOTTOM TO BE MADE
FROM SINGLE PIECE
OF FABRIC
MINIMUM DOUBLE
STITCHED SEAMS ALL
AROUND SIDE PIECES
AND ON FLAP POCKETS
(CAN BE INSTALLED IN ANY INLET TYPE
WITH OR WITHOUT A CURB BOX)
8"
12"
4"
2"
2
4
FILTER BAG INSERT
1
OVERFLOW HOLES
(2" X 4" HOLE SHALL
BE HEAT CUT INTO
ALL FOUR SIDE
PANELS) 1/2 W
D
W
1/
2
D
INLET SPECIFICATIONS AS PER THE
PLAN DIMENSION LENGTH AND
WIDTH TO MATCH FLAP POCKET
4
NOTES:
SEE SPECS. 2573, 3137, 3886 & 3891.
MANUFACTURED ALTERNATIVES LISTED ON Mn/DOT'S APPROVED PRODUCTS LIST MAY BE SUBSTITUTED.
1.ALL GEOTEXTILE USED FOR INLET PROTECTION SHALL BE MONOFILAMENT IN BOTH DIRECTIONS,
MEETING SPEC. 3886.
2.FINISHED SIZE, INCLUDING POCKETS WHERE REQUIRED SHALL EXTEND A MINIMUM OF 10 INCHES
AROUND THE PERIMETER TO FACILITATE MAINTENANCE OR REMOVAL.
3.INSTALLATION NOTES:
3.1.DO NOT INSTALL FILTER BAG INSERT IN INLETS SHALLOWER THAN 30 INCHES, MEASURED FROM
THE BOTTOM OF THE INLET TO THE TOP OF THE GRATE.
3.2.THE INSTALLED BAG SHALL HAVE A MINIMUM SIDE CLEARANCE OF 3 INCHES BETWEEN THE
INLET WALLS AND THE BAG, MEASURED AT THE BOTTOM OF THE OVERFLOW HOLES.
3.3.WHERE NECESSARY THE CONTRACTOR SHALL CLINCH THE BAG, USING PLASTIC ZIP TIES, TO
ACHIEVE THE 3 INCH SIDE CLEARANCE.
4.FLAP POCKETS SHALL BE LARGE ENOUGH TO ACCEPT WOOD 2 INCH X 4 INCH OR USE A ROCK SOCK
OR SAND BAGS IN PLACE OF THE FLAP POCKETS.
DRAWN 2/2016
LOUCKS PLATE NO.
3013LOUCKS
15' (MIN)
10
'
(
M
I
N
)
36
"
M
I
N
.
30
"
M
I
N
.
SIGN
24"X36"X3/4" PLYWOOD
PAINT PLYWOOD FACE WHITE
WITH 4"MIN. STENCILED
LETTERS PAINTED BLACK
8'TREATED 4"X4" POST
CONCRETE
WASHOUT
AREA
WASHOUT AREA MUST BE IMPERMEABLE.
CONTRACTOR TO CONSTRUCT APPROPRIATE
IMPERMEABLE CONTAINMENT SYSTEM &
REMOVE/PUMP LIQUID ONCE THE LEVEL
EXCEEDS TWO-THIRDS OF THE SURROUNDING
BARRIER
CONTRACTOR TO PLACE THE CONCRETE WASHOUT
AREA NEAR THE CONSTRUCTION ENTRANCE
MIN. 8" DIA
BIO LOGS
MIN. 2FT HIGH
SOIL BERM
CONCRETE WASHOUT
DRAWN 2/2016
LOUCKS PLATE NO.
3005LOUCKS
17
11
11
10
8
12
10
8
8
8
88' 15" HDPE @ 0.32%
15" NYLOPLAST INLET
RIM-1037.5
INV-1032.75
64' 12" HDPE @ 0.44%
15" NYLOPLAST CB
RIM-1037.5
INV-1032.46
12" NYLOPLAST INLET
WITH 3'x4' CONCRETE
COLLAR.
RIM-1037.4
INV-1034.4
8
12" NYLOPLAST INLET
WITH 3'x4' CONCRETE
COLLAR.
RIM-1037.4
INV-1034.4
12" NYLOPLAST INLET
WITH 3'x4' CONCRETE
COLLAR.
RIM-1037.4
INV-1034.4
90' 12" HDPE @ 0.6%
138' 6" DRAIN-
TILE @ 1.0%
8 8 8 8
81' 12" HDPE @ 0.5%
15" NYLOPLAST INLET
RIM-1036.4
INV-1034.4
173' 12" HDPE @ 0.44%
15" NYLOPLAST CB
RIM-1036.7
INV-1033.63
18" NYLOPLAST
RIM-1036.8
INV-1032.64
393' 18" HDPE @ 0.44%
FES E W/RIPRAP
INV-1027.65
8
8
8
8
8 8
8
8
8
8
8
8
8
8
8
15" NYLOPLAST CB
RIM-1037.5
INV-1032.96
15" NYLOPLAST INLET
RIM-1037.5
INV-1032.96
15" NYLOPLAST CB
RIM-1037.5
INV-1033.04
134' 12" HDPE @ 0.44%
12" NYLOPLAST INLET
RIM-1036.10
INV-1032.24
86' 12" HDPE @ 0.6%
39' 15" HDPE @ 0.32%
24" NYLOPLAST CB
RIM-1038.20
INV-1032.33
65' 12" HDPE @ 0.6%
FES W/RIP RAP D
INV-1031.88
35' 18" HDPE @ 0.25%
33' 18" HDPE @ 0.25%
157' 24" HDPE @ 0.17%
45' 12" HDPE @ 7.6%
30" NYLOPLAST INLET
RIM-1035.1
INV-1032.15
99' 15" HDPE @ 0.5%
84' 12" HDPE
@ 1.30%
49' 12" HDPE
@ 1.10%
18" NYLOPLAST INLET
RIM-1036.5
INV-1033.31 8
8
8
107' 15" HDPE @ 0.63%
8 8
8 8
8
8
8
8
8
8
8
8
8
OCS
RIM=1032.30
INV=1029.38
79'- 6" PVC
PERFORATED
DRAINTILE
INV=1029.38
FES W/RIP RAP B
INV-1036.49
FES A
INV-1036.90
FES C INV-1036.09
18" NYLOPLAST INLET
RIM-1037.0
INV-1033.86
92' 12" HDPE @ 0.6%
F3
F3
F3
F3
F2
F1
BIOFILTRATION BASIN
UTILITY PLAN
C7
N
Gopher State One Call
THE CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING FOR LOCATIONS OF ALL EXISTING
UTILITIES. THEY SHALL COOPERATE WITH ALL UTILITY COMPANIES IN MAINTAINING THEIR
SERVICE AND / OR RELOCATION OF LINES.
THE CONTRACTOR SHALL CONTACT GOPHER STATE ONE CALL AT 651-454-0002 AT LEAST 48
HOURS IN ADVANCE FOR THE LOCATIONS OF ALL UNDERGROUND WIRES, CABLES, CONDUITS,
PIPES, MANHOLES, VALVES OR OTHER BURIED STRUCTURES BEFORE DIGGING. THE
CONTRACTOR SHALL REPAIR OR REPLACE THE ABOVE WHEN DAMAGED DURING
CONSTRUCTION AT NO COST TO THE OWNER.
WARNING
1.BACKGROUND INFORMATION IS BASED ON A FIELD SURVEY BY LOUCKS ASSOCIATES.
2.ALL SANITARY SEWER, STORM SEWER AND WATERMAIN UTILITIES SHALL BE FURNISHED
AND INSTALLED PER THE REQUIREMENTS OF THE SPECIFICATIONS, THE CITY AND THE
STANDARD UTILITIES SPECIFICATION OF THE CITY ENGINEERS ASSOCIATION OF
MINNESOTA (CEAM), 2013 EDITION. HDPE PIPE CONNECTIONS INTO ALL CONCRETE
STRUCTURES SHALL BE MADE WITH WATER TIGHT MATERIALS, UTILIZING AN A-LOK OR
WATERSTOP GASKET OR BOOT, CAST-IN-PLACE RUBBER BOOT, OR APPROVED EQUAL.
WHERE THE ALIGNMENT PRECLUDES THE USE OF THE ABOVE APPROVED WATERTIGHT
METHODS, CONSEAL 231 WATERSTOP SEALANT, OR APPROVED EQUAL WILL ONLY BE
ALLOWED AS APPROVED BY THE ENGINEER. ALL SANITARY SEWER MAIN LINE SHALL BE
SDR 35. ALL SANITARY SEWER SERVICES SHALL BE SDR 26.
3.SEE SHEETS C8 AND THE CONTRACT SPECIFICATIONS FOR SPECIFIC UTILITY DETAILS AND
UTILITY SERVICE DETAILS.
4.ALL UTILITY PIPE BEDDING SHALL BE COMPACTED SAND OR FINE GRANULAR MATERIAL
PER THE REQUIREMENTS OF THE CITY. ALL COMPACTION SHALL BE PERFORMED PER THE
REQUIREMENTS OF THE CEAM SPECIFICATION.
5.THE CONTRACTOR SHALL NOTIFY GOPHER STATE ONE CALL AT 651-454-0002 AT LEAST 48
HOURS PRIOR TO PERFORMING ANY EXCAVATION OR UNDERGROUND WORK.
6.ADJUST ALL EXISTING STRUCTURES, BOTH PUBLIC AND PRIVATE TO THE PROPOSED
GRADES WHERE DISTURBED AND COMPLY WITH ALL REQUIREMENTS OF THE UTILITY
OWNERS. STRUCTURES BEING RESET TO PAVED AREAS MUST MEET OWNERS
REQUIREMENTS FOR TRAFFIC LOADING.
7.PROPOSED PIPE MATERIALS:
7.1.STORM SEWER HDPE 12" - 24" DIAMETER.
8.STORM SEWER PIPE SHALL MEET OF EXCEED AASHTO M294 MINIMUM PIPE STIFFNESS PER
ASTM D2412 60PSI FOR 8"-18".
9.PROPOSED GAS, TELEPHONE & ELECTRIC SERVICES ARE APPROXIMATE LOCATIONS ONLY.
COORDINATE EACH SERVICE WITH THE UTILITY OWNER AND GENERAL CONTRACTOR. IF
ANY PROPOSED SERVICE LOCATION VARY SIGNIFICANTLY OR CONFLICT, THE ENGINEER
MUST BE NOTIFIED PRIOR TO THE INSTALLATION OF THE SERVICE.
10.THE REMOVAL OF EXISTING SERVICES WITHIN THE CONSTRUCTION LIMITS SHALL BE
COORDINATED WITH THE GENERAL CONTRACTOR AND UTILITY OWNER. ADDITIONAL
SERVICES MAY EXIST.
11.ALL WATER SERVICES MUST BE INSTALLED AT A 7.5-FT BURY DEPTH.
11.1.INSULATE ALL CROSSINGS INVOLVING WATER AND SEWER.
UTILITY NOTES
1.PVC SANITARY SEWERS MUST MEET ONE OF THE FOLLOWING ASTM STANDARDS: D3034,
F789, D2665, OR F891. ASTM D2241 PIPE MAY BE USED FOR SEWERS 6-INCH AND LARGER.
THE INSTALLATION MUST COMPLY WITH ASTM D2321, WHICH REQUIRES INSTALLATION BY
OPEN TRENCH ON A CONTINUOUS GRANULAR BED (SEE CURRENT MINNESOTA RULES,
PART 4714).
2.RCP STORM SEWERS MUST COMPLY WITH ASTM C76 (SEE CURRENT MINNESOTA RULES,
PART 4714).
3.HIGH-DENSITY POLYETHYLENE (HDPE) STORM DRAINS MUST COMPLY WITH CURRENT
MINNESOTA RULES, PART 4714:
3.1.PIPES 4-INCH TO 10-INCH IN SIZE MUST COMPLY WITH AASHTO M252.
3.2.PIPES 12-INCH TO 60-INCH IN SIZE MUST COMPLY WITH ASTM F2306.
3.3.ALL FITTINGS MUST COMPLY WITH ASTM D3212.
3.4.WATER-TIGHT JOINTS MUST BE USED AT ALL CONNECTIONS INCLUDING STRUCTURES.
4.ALL JOINTS AND CONNECTIONS IN THE STORM SEWER SYSTEM SHALL BE GASTIGHT OR
WATERTIGHT (SEE CURRENT MINNESOTA RULES, PART 4714). APPROVED RESILIENT RUBBER
JOINTS MUST BE USED TO MAKE WATERTIGHT CONNECTIONS TO MANHOLES,
CATCHBASINS, AND OTHER STRUCTURES.
5.WATER SERVICE LINES MUST BE INSTALLED AT LEAST 10-FEET HORIZONTALLY FROM ANY
MANHOLE, CATCHBASIN, OR OTHER SOURCE OF CONTAMINATION, MEASURED FROM
OUTER EDGE OF THE PIPE TO THE OUTER EDGE OF THE CONTAMINATION SOURCE (SEE
CURRENT MINNESOTA RULES, PART 4714).
6.THE BOTTOM OF WATER SERVICE PIPES LOCATED WITHIN 10-FEET OF THE SEWER
CROSSING MUST BE AT LEAST 12-INCHES ABOVE THE TOP OF THE SEWER. WHEN THIS IS
NOT FEASIBLE, THE SEWER PIPE MUST BE CONSTRUCTED OF MATERIALS LISTED IN
CURRENT MINNESOTA RULES, PART 4714. THE WATER SERVICE SHOULD NOT CONTAIN
ANY JOINTS OR CONNECTIONS WITHIN 10-FEET OF A CROSSING.
7.ALL PORTIONS OF THE STORM SEWER SYSTEM LOCATED WITHIN 10-FEET OF THE BUILDING
OR WATER SERVICE LINE MUST BE TESTED IN ACCORDANCE WITH CURRENT MINNESOTA
RULES, PART 4714.
UTILITY NOTES
CHECKED BY:
DATE:
DRAWN BY:
PROJECT:
REVISIONS:
4/
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C
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GAJ
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16174
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6/20/2017
CADD files prepared by the Consultant for this project are instruments
of the Consultant professional services for use solely with respect to
this project. These CADD files shall not be used on other projects, for
additions to this project, or for completion of this project by others
without written approval by the Consultant. With the Consultant's
approval, others may be permitted to obtain copies of the CADD
drawing files for information and reference only. All intentional or
unintentional revisions, additions, or deletions to these CADD files
shall be made at the full risk of that party making such revisions,
additions or deletions and that party shall hold harmless and indemnify
the Consultant from any & all responsibilities, claims, and liabilities.
LOUCKS
7200 Hemlock Lane, Suite 300
Maple Grove, MN 55369
763.424.5505
www.loucksinc.com
PLANNING
CIVIL ENGINEERING
LAND SURVEYING
LANDSCAPE ARCHITECTURE
ENVIRONMENTAL
Review Date
SHEET INDEX
License No.
Date
I hereby certify that this plan, specification or report was
prepared by me or under my direct supervision and that
I am a duly Licensed Professional Engineer under the
laws of the State of Minnesota.
Vicki J. Van Dell - PE
41352
Project Lead
Drawn By
Checked By
Loucks Project No.
6/19/17
CITY
SUBMITTAL
6/19/17 Bid Pack 1
6/20/17 City Submittal
CONSTRUC
T
I
O
N
NOT FOR
UT
I
L
I
T
Y
P
L
A
N
CHECKED BY:
DATE:
DRAWN BY:
PROJECT:
REVISIONS:
4/
1
9
/
2
0
1
7
5
:
4
0
:
1
4
P
M
C:
\
U
s
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r
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\
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d
d
\
D
o
c
u
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n
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7
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a
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r
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C
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VJV
16174
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3
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a
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d
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a
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M
N
5
5
0
7
3
6/20/2017
CADD files prepared by the Consultant for this project are instruments
of the Consultant professional services for use solely with respect to
this project. These CADD files shall not be used on other projects, for
additions to this project, or for completion of this project by others
without written approval by the Consultant. With the Consultant's
approval, others may be permitted to obtain copies of the CADD
drawing files for information and reference only. All intentional or
unintentional revisions, additions, or deletions to these CADD files
shall be made at the full risk of that party making such revisions,
additions or deletions and that party shall hold harmless and indemnify
the Consultant from any & all responsibilities, claims, and liabilities.
LOUCKS
7200 Hemlock Lane, Suite 300
Maple Grove, MN 55369
763.424.5505
www.loucksinc.com
PLANNING
CIVIL ENGINEERING
LAND SURVEYING
LANDSCAPE ARCHITECTURE
ENVIRONMENTAL
Review Date
SHEET INDEX
License No.
Date
I hereby certify that this plan, specification or report was
prepared by me or under my direct supervision and that
I am a duly Licensed Professional Engineer under the
laws of the State of Minnesota.
Vicki J. Van Dell - PE
41352
Project Lead
Drawn By
Checked By
Loucks Project No.
6/19/17
CITY
SUBMITTAL
6/19/17 Bid Pack 1
6/20/17 City Submittal
CONSTRUC
T
I
O
N
NOT FOR
CIVIL DETAILS
C8
CONCRETE SIDEWALK
SECTION
6" CONCRETE WALK
MN/DOT 2521
4" GRANULAR MATERIAL
MN/DOT 3149
DRAWN 2/2016
LOUCKS PLATE NO.
2035LOUCKS
NOTES:
1.CONCRETE SHOULD BE REINFORCED WITH WELDED WIRE FABRIC
OR REINFORCING BARS TO ASSIST IN CONTROLLING CRACKING
FROM DRYING SHRINKAGE AND THERMAL CHANGES.
2.SAWED OR FORMED CONTROL JOINTS SHOULD BE INCLUDED
FOR EACH 225 SQUARE FEET OF AREA OR LESS (15 FEET BY 15
FEET).
3.SAW CUTS SHOULD NOT CUT THROUGH THE WELDED WIRE
FABRIC OR REINFORCING STEEL AND DOWELS SHOULD BE
UTILIZED AT FORMED AND/OR COLD JOINTS.
6" COMPACTED AGGREGATE
BASE CL. 5 OR 2 MN/DOT 3138
APPROVED SUBGRADE
FINISHED GRADE
6" CONCRETE MN/DOT SPEC. 2301
HEAVY DUTY CONCRETE
PAVEMENT SECTION
DRAWN 2/2016
LOUCKS PLATE NO.
2034LOUCKS
2" BIT. WEAR COURSE,
MN/DOT 2360 SPWEA240B
TACK COAT, MN/DOT 2357
2.5" BIT. NON-WEAR COURSE,
MN/DOT 2360 SPNWB230B
10" AGG. BASE, CLASS 5 OR 2 MN/DOT 3138
SURFACE COMPACTION
FINISHED GRADE
HEAVY DUTY BITUMINOUS
PAVEMENT SECTION
GEOTEXTILE FILTER FABRIC TYPE V,
MN/DOT 3733.2
DRAWN 2/2016
LOUCKS PLATE NO.
2032LOUCKS
1'
-
4
"
VA
R
I
A
B
L
E
6"
3"
6"
4.0'
OUTLET FLOW
3'
M
I
N
.
2"
0"-8"
2"
NYLOPLAST SNOUT STRUCTURE
OR APPROVED EQUAL.
CONCRETE
ADJUSTING RINGS,
MIN. 4" - MAX. 10"
NOTE:
24"x36" SLAB OPENING FOR NEENAH R-3067 CASTING WITH D.L., D.R. OR TYPE V GRATE.
27" ɸ SLAB OPENING FOR NEENAH R-3250 & R-1733 CASTING.
SUMP CATCH BASIN /
MANHOLE
MINIMUM SLAB THICKNESS IS 6" FOR 14'
DEPTH. INCREASE THICKNESS 1" FOR 4'
OF DEPTH GREATER THAN 14'.
PRECAST CONCRETE MANHOLE
SECTIONS WITH "O"-RING RUBBER
GASKETS.
SLAB TOP TO BE SET IN
A MORTAR BED.
6" PRECAST
REINFORCED
CONCRETE SLAB.
STEPS 16" O.C. ON DOWNSTREAM
SIDE.
EXTRUDED ALUMINUM OR STEEL
REINFORCED COPOLYMER PLASTIC.
6"
DRAWN 2/2016
LOUCKS PLATE NO.
4304LOUCKS
ADJUST CASTING TO 14" - 12" BELOW FINISHED
GRADE, TYPICAL FOR ALL CASTINGS IN PAVEMENT
OF
F
R
O
A
D
M
A
R
K
E
R
M
H INSTALL WHEN M.H. IS
PLACED OUTSIDE OF
THE ROADWAY.
STANDARD STORM
SEWER MANHOLE WITH
CONE SECTION
FLOWAS
R
E
Q
U
I
R
E
D
1'
-
4
"
2"
0"-8"
2"
27"
48"
4'
CONCRETE ADJUSTING RINGS,
MIN. 4" - MAX. 10"
MANHOLE CASTING FRAME AND
COVER-NEENAH R-1733 OR APPROVED
EQUAL. INCLUDES SOLID LID & "STORM
SEWER" LETTERING.
RUBBER GASKETS BETWEEN EACH
JOINT IN MANHOLE SECTIONS.
1.WHERE WATER MAY STAND, TOP OF MH
SHALL BE 2 FEET ABOVE GROUND,
AND/OR 2 FEET ABOVE THE 100 YEAR
STORM WATER LEVEL.
2.ON MANHOLES 8' DEEP AND GREATER A
ONE FOOT FOUR INCH (1'-4") PRECAST
SECTION SHALL BE PLACED
IMMEDIATELY BELOW CONE SECTION.
3.WHEN MANHOLE DEPTH IS LESS THAN 8',
A TOP SLAB SHALL BE USED IN PLACE OF
THE CONE. TOP SLAB SHALL BE SUITABLE
FOR AASHTO HS20 HIGHWAY LOADINGS.
THE SLAB SHALL BE SET ON A MORTAR
BED.
4.ALL JOINTS BETWEEN SECTIONS SHALL
HAVE RUBBER O-RING GASKETS.
5.MINIMUM BASE SLAB THICKNESS, 6" TO
14' DEPTH. INCREASE THICKNESS 1" FOR
EACH 4' OF DEPTH GREATER THAN 14'.
NOTES:
STEPS 16" O.C. ON
DOWNSTREAM SIDE.
EXTRUDED ALUMINUM
OR STEEL REINFORCED
COPOLYMER PLASTIC.
DRAWN 2/2016
LOUCKS PLATE NO.
4300LOUCKS
NOTE:
GRANULAR MATERIALS FURNISHED FOR USE IN FOUNDATION, BEDDING, ENCASEMENT, OR BACKFILL
CONSTRUCTION SHALL CONFORM TO THE FOLLOWING REQUIREMENTS:
·FOUNDATION MATERIALS SHALL HAVE 100% PASSING THE 1 1/2" SIEVE AND A MAXIMUM OF 10%
PASSING THE No. 4 SIEVE. NOT LESS THAN 50% OF THE MATERIAL RETAINED BY THE No. 4 SIEVE SHALL
HAVE ONE (1) OR MORE CRUSHED FACES. HARD, DURABLE CRUSHED CARBONATE QUARRY ROCK MAY
BE USED FOR FOUNDATION MATERIALS.
·BEDDING AND ENCASEMENT MATERIALS FOR FLEXIBLE PIPE SHALL MEET THE REQUIREMENTS OF
MNDOT SPECIFICATION 3149.2B1, GRANULAR BORROW, EXCEPT THAT 100% SHALL PASS THE ONE
INCH (1") SIEVE.
·BACKFILL MATERIALS SHALL CONSIST OF SUITABLE EXISTING TRENCH MATERIALS, EXCEPT AS
OTHERWISE SPECIFIED. SUITABLE MATERIAL SHALL BE DEFINED AS A MINERAL SOIL FREE OF FOREIGN
MATERIALS (RUBBISH, ORGANICS & DEBRIS), FROZEN CLUMPS, OVERSIZE STONE, ROCK, CONCRETE
OR BITUMINOUS CHUNKS, AND OTHER UNSUITABLE MATERIALS THAT MAY DAMAGE PIPE, PREVENT
THOROUGH COMPACTION, OR INCREASE THE RISKS OF SETTLEMENT.
PLASTIC PIPE
BEDDING
PLASTIC
PIPE
18"18"PIPE
WIDTH ENCASEMENT
BEDDING
FOUNDATION
(MAY NOT BE
REQUIRED)
12"
6"
BACKFILL
COMPACTED
AS SPECIFIED
EXCAVATED TRENCH
WIDTH
DRAWN 2/2016
LOUCKS PLATE NO.
4008LOUCKS
SECTION A-A
PLAN
SECTION B-B
DIA.
2'
2'1
4
L
DI
A
.
B
B
AA
RIPRAP
48
15
42
36
30
24
18
12
20
8
10
12
14
18
16
8
>48 22-28 30-40
26
5
6
8
12
22
14
5
IV
IV
III
III
III
III
IV
III
III
MINIMUM RIPRAP REQUIRED
GEOTEXTILE FABRIC, TYPE IV
EXTEND 1' UNDER APRON
RIP-RAP OUT FROM THE APRON SHALL NOT
BE HIGHER THAN THE APRON INVERT.
RANDOM / HAND
PLACED RIPRAP
1' (12"-27" DIA. PIPE)
1.5' (30" AND LARGER PIPE)
GEOTEXTILE FABRIC,
TYPE IV
NOTE:
ONE CUBIC YARD IS
APPROXIMATELY 1.4 TONS.
RIPRAP
1' (12"-27" DIA. PIPE)
1.5' (30" AND LARGER PIPE)
6" GRANULAR
FILTER MATERIAL
32-40
32
5
7
10
13
27
17
5
CMP/HDPE
QUANTITY
(C.Y.)
RCP
QUANTITY
(C.Y.)
DIA. OF
PIPE (IN.)L (FT.)CLASS
6" GRANULAR
FILTER MATERIAL
DRAWN 2/2016
LOUCKS PLATE NO.
4308LOUCKS
TRASH GUARD
CMP/HDPE APRON
6" SPACING
(TYPICAL)
12"
S
P
A
C
I
N
G
(
T
Y
P
I
C
A
L
)
10 GAUGE
STRAPS
10 GAUGE STRAP
CONNECTION
WITH
1/2" BOLTS TO
APRON
PLAN
ELEVATION
NOTES:
1.TRASH GUARD TO BE GALVANIZED AFTER FABRICATION.
2.THE SIZE OF EACH TRASH GUARD WILL VARY TO FIT APRON.
N
O
G
U
A
R
D
1/2" ROD
SIZE OF PIPE
6"18 GA.
8" - 24"16 GA.
MIN.
GAUGE
30" - 36"14 GA.
42" - 54"12 GA.
RIPRAP REQUIRED: SEE STD. PLATE 4308 OR 4309
DRAWN 2/2016
LOUCKS PLATE NO.
4307LOUCKS
12" WIDE X 4" DEEP
FLAT CONCRETE
CURB
P.I.P. RUBBER SURFACE
MIN. OF 4"
3/8 " LIP
BACK OF CURB
AGG. BASE UNDER
CURB (IF TOTAL
THICKNESS OF
SECTION ALLOWS)
4"
AGG. BASE
VARIES
12"
FLAT CURB
(12" WIDE)
SPECIFICATION NOTES:
1.UPON COMPLETION, CURBING SHOULD BE SPRAYED WITH A
MEMBRANE CURING COMPOUND PER MNDOT 3754.
2.EXPANSION JOINTS AT MAX. SPACING OF 8'.
3.CONSTRUCT IN ACCORDANCE WITH MNDOT 2531.
DRAWN 2/2016
LOUCKS PLATE NO.
2012LOUCKS
1/2" RAD.
4" TOPSOIL
TURF
STANDARD GUTTER
8"A
6"
13.5"
1
2" RAD.
24"B624
B618 18"
B612 12"
CURB
TYPE "A"
MIN. OF 4" AGG. BASE
UNDER CURB (IF TOTAL
THICKNESS OF
SECTION ALLOWS)
3/8 " LIP
3" RAD.
1
3
3" RAD.
AGG. BASE
VARIES
PAVEMENT SECTION VARIES
SEE PAVEMENT SECTION DETAIL
SLOPE GUTTER TO
MATCH PARKING LOT
DRAINAGE
(3/4" PER FT. TYP.) TIP
GUTTER OUT AS REQ'D
B6 STYLE
CONCRETE CURB
AND GUTTER
MINIMUM 1'
BEHIND BACK
OF CURB
7"
SPECIFICATION NOTES:
1.UPON COMPLETION, CURBING SHOULD BE SPRAYED WITH A
MEMBRANE CURING COMPOUND PER MNDOT 3754.
2.EXPANSION JOINTS AT MAX. SPACING OF 200'.
3.CONSTRUCT IN ACCORDANCE WITH MNDOT 2531.
DRAWN 2/2016
LOUCKS PLATE NO.
2009LOUCKS
ROOF DRAIN
CONNECTION
DRAWN 11/2016
LOUCKS PLATE NO.
LOUCKS
EX. ROOF DRAIN
STUB WITH LAMBS
TONGUE AT
EXTERIOR
BUILDING WALL
NOTE:
CONTRACTOR TO FIELD VERIFY EXISTING ROOF DRAIN WALL DISCHARGE OUTLET SIZE &
PROVIDE APPROPRIATE SIZED CONNECTION MATERIALS.
CREATE A 6" DEPRESSION WITH CONCRETE
COLLAR TO MATCH EXISTING.
PROVIDE 30" STANDARD GRATE
30" NYLOPLAST DRAIN BASIN. SEE UTILITY
PLAN FOR BUILD
CUSTOM
CI
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D
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A
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CREATE A 6" DEPRESSION WITH CONCRETE
COLLAR TO MATCH EXISTING.