HomeMy WebLinkAbout2022-05-17 Stanted Review of Plans Submitted 5-10-2022, revised 5-16-2022Stantec Consulting Services Inc.
733 Marquette Avenue Suite 1000, Minneapolis MN 55402-2309
May 17, 2022
File: 193800151-137
Attention: Mr. Eric Johnson
City of Oak Park Heights
14168 Oak Park Blvd.
Oak Park Height, MN 55082
Reference: Park Dental – Review of plans submitted 5-10-2022, revised 5-16-2022
Dear Eric:
We have reviewed the re-submitted plans dated 5-10-2022, revised 5-16-2022, for the proposed Park
Dental project. All previous comments have been addressed and we have no further comments. The
General Comments from previous letters still apply.
If you have any questions or require further information, please do not hesitate to contact me.
Regards,
Stantec Consulting Services Inc.
Lee M. Mann, PE MN, WI, CA
Principal
Phone: 612-712-2085
Lee.Mann@stantec.com
c.file
Julie Hultman, Building Official
Andrew Kegley, Director of Public Works
Scott Richards, City Planner
Kevin Sandstrom, City Attorney
WWWWWWWWWWWWWREMOVE CURB & GUTTER
REMOVE CONCRETE
DRIVEWAY APRON
REMOVE MONUMENT SIGN
& PLANTING BED
REMOVE MONUMENT SIGN
REMOVE BUILDING
REMOVE BUILDING
EXISTING PARK
DENTAL BUILDING
TO REMAIN UNTIL
OPERATION IS
MOVED TO NEW
BUILDING.
REMOVE CONCRETE
REMOVE CONCRETE
REMOVE BITUMINOUS PAVEMENT
REMOVE & REPLACE BITUMINOUS TRAIL
REMOVE & REPLACE BITUMINOUS STREET
FOR CURB & GUTTER CONSTRUCTION
REMOVE & REPLACE BITUMINOUS STREET
FOR CURB & GUTTER CONSTRUCTION
REMOVE CURB STOP &
WATER SERVICE TO MAIN
REMOVE CURB STOP &
WATER SERVICE TO MAIN
REMOVE SANITARY SEWER SERVICE
TO PROPERTY LINE. PROPOSED BUILDING
TO BE SERVED WITH THIS LINE.
REMOVE WATER SERVICE
REMOVE SANITARY
& WATER SERVICES
REMOVE SANITARY & WATER
SERVICES AFTER OPERATION IS
MOVED TO NEW BUILDING
REMOVE & REPLACE BITUMINOUS TRAIL
REMOVE CABLE TV UTILITY
REMOVE ROOF DRAIN
AFTER OPERATION IS
MOVED TO NEW
BUILDING
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.
PLANNING
CIVIL ENGINEERING
LAND SURVEYING
LANDSCAPE ARCHITECTURE
ENVIRONMENTAL
7200 Hemlock Lane, Suite 300
Maple Grove, MN 55369
763.424.5505
www.loucksinc.com
Plotted: 05 /10 / 2022 2:37 PMW:\2021\21210\CADD DATA\CIVIL\_dwg Sheet Files\C1-2 Demo PlanOUCKSL
QUALITY CONTROL
PROFESSIONAL SIGNATURE
SUBMITTAL/REVISIONS
CADD QUALIFICATION
PARK DENTAL
ST. CROIX
VALLEY
OAK PARK HEIGHTS, MINNESOTA
PARK DENTAL GROUP
2200 COUNTY ROAD C WEST,
SUITE 2210 ROSEVILLE, MN 55113
9/14/21 CITY SUBMITTAL
11/3/21 REV. WATERSHED SUB
12/15/21 CD SET
02/17/22 CCD #1
05/10/22 CCD #4
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
Project Lead
Drawn By
Checked By
Loucks Project No.
41352
21210
VJV
ZHW
VJV
05/10/22
12/01/21
ALTA/NSPS1
LAND TITLE SURVEY
SITE PLANC2-1
GRADING PLANC3-1
SWPPP & NOTESC3-2 - C3-3
UTILITY PLANC4-1
DETAILSC8-1 - C8-3
LANDSCAPE PLANL1-1
DEMOLITION PLANC1-2
LANDSCAPE DETAILSL2-1
TREE INVENTORY PLANL0-1
N
SCALE IN FEET
0 20 40
DEMOLITION
PLAN
C1-2
NOTE:
EXISTING CONDITIONS INFORMATION
SHOWN IS FROM AN ALTA/NSPS LAND
TITLE SURVEY PREPARED BY WESTWOOD
PROFESSIONAL SERVICES, DATED 06/22/18.
REMOVE EXISTING CURB & GUTTER,
RETAINING WALLS, FENCE, ETC.
REMOVE EXISTING MANHOLES, POWER
POLES, LIGHT POLES, BOLLARDS, PARKING
METERS, SIGNS, ETC.
REMOVE EXISTING CONCRETE PAVING,
SIDEWALKS, ETC.
REMOVE EXISTING TREES - SEE SHEET L0-1
REMOVE EXISTING UTILITIES
REMOVE EXISTING BITUMINOUS PAVING
DEMOLITION LEGEND:
1.CONTRACTOR SHALL REMOVE AND/OR RELOCATE EXISTING PRIVATE UTILITIES AS NECESSARY.
CONTRACTOR TO COORDINATE ACTIVITIES WITH UTILITY COMPANIES.
2.CONTRACTOR SHALL PROTECT SURFACE AND SUBSURFACE FEATURES NOT NOTED FOR REMOVAL.
3. CONTRACTOR TO CLEAR AND GRUB EXISTING VEGETATION WITHIN CONSTRUCTION LIMITS, STRIP
TOP SOIL, AND STOCKPILE ON-SITE. REFER TO GRADING PLAN AND SWPPP FOR SEDIMENT AND
EROSION CONTROL REQUIREMENTS.
4.CLEAR AND GRUB AND REMOVE ALL TREES, VEGETATION AND SITE DEBRIS PRIOR TO GRADING. ALL
REMOVED MATERIAL SHALL BE HAULED FROM THE SITE DAILY. ALL CLEARING AND GRUBBING AND
REMOVALS SHALL BE PERFORMED PER THE CONTRACT SPECIFICATIONS. EROSION CONTROL
MEASURES SHALL BE IMMEDIATELY ESTABLISHED UPON REMOVAL. SEE THE STORMWATER
POLLUTION PREVENTION PLAN (SWPPP).
5.CONTRACTOR SHALL REMOVE ALL SITE SURFACE FEATURES WITHIN REMOVAL LIMITS UNLESS
OTHERWISE NOTED.
SITE DEMOLITION NOTES
1.THE CONTRACTOR SHALL CLEAR & GRUB AS SHOWN ON PLANS. THIS INCLUDES THE REMOVAL
OF TREES, BRUSH, STUMPS, ROOTS AND OTHER PLANT LIFE AS NOTED. ALL REMOVALS SHALL BE
DISPOSED OF OFF-SITE IN A MANNER MEETING ALL APPLICABLE REGULATIONS.
2.BITUMINOUS PAVEMENT REMOVALS ARE TO BE MADE TO A VERTICAL SAW CUT OR TO A NEAT
MILLED EDGE.
3.CONCRETE PAVEMENT, SIDEWALK, CURB & GUTTER AND OTHER POURED CONCRETE ITEMS ARE TO
BE REMOVED TO AN EXISTING EXPANSION OR CONTRACTION JOINT. SAW CUT AS NECESSARY FOR
A NEAT EDGE OF REMOVAL.
4.ALL REMOVAL ITEMS SHALL BECOME THE PROPERTY OF THE CONTRACTOR UNLESS SPECIFIED
OTHERWISE AND SHALL BE DISPOSED OF OFF-SITE IN A MANNER MEETING ALL APPLICABLE
REGULATIONS.
5.THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE REMOVAL AND REPLACEMENT OF ALL SIGNS,
MAILBOXES, ETC.
6.ANY DAMAGE TO ITEMS NOT NOTED TO BE REMOVED SHALL BE THE RESPONSIBILITY OF THE
CONTRACTOR AND SHALL BE REPAIRED OR REPLACED TO ORIGINAL CONDITION WITH NO
ADDITIONAL COMPENSATION.
DEMOLITION SPECIFICATIONS
TOLL FREE: 1-800-252-1166
TWIN CITY AREA: 651-454-0002
Gopher State One Call
CALL BEFORE YOU DIG!
WARNING:
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.
REMOVE EXISTING BUILDING
NO PARKING NO PARKING
PROPOSED
BUILDING
FFE=938.00
60TH STREET N.
FUTURE
ADDITION
FFE=938.00
FILTRATION BASIN 1
NWL=DRY
BTM=931.50
HWL=934.16
MEDIA INV=929.50
6" DT INV=929.50
FILTRATION BASIN 2
NWL=DRY
BTM=934.30
HWL=935.99
MEDIA INV=932.30
6" DT INV=932.30
18.0'
9.0'9.0'9.0'9.0'9.0'
9.0'
TYP.
9.0'
TYP
9.0'
TYP.
11
6
17
10 10
24.0'
22.0'
22.0'28.0'28.3'
28.3'
5.0'
CONCRETE SIDEWALK
TYP-SEE DETAIL
ADA PARKING SIGN
ON BOLLARDS (3)
TYP-SEE DETAIL
TYP ADA PARKING
SEE DETAIL
B612 CURB
& GUTTER
TYP-SEE DETAIL
16.6'
TRASH ENCLOSURE
SEE ARCHITECTURAL PLAN
MATCH EXISTING CURB AND GUTTER
MATCH EXISTING CURB AND GUTTER
CONCRETE STOOP
SEE ARCHITECTURAL
& STRUCTURAL PLANS
CONCRETE STOOP
SEE ARCHITECTURAL
& STRUCTURAL PLANS
FLAT CURB
TYP-SEE DETAIL
PROPERTY LINE
HEAVY DUTY
BITUMINOUS
PAVEMENT
TYP-SEE DETAIL
LIGHT DUTY
BITUMINOUS
PAVEMENT
TYP-SEE DETAIL
CONCRETE PAVEMENT
TYP-SEE DETAIL
3' TRANSITION TO FLAT CURB
18' TRANSITION TO FLAT CURB
20.0'
20.0'
10.0'
59.6'
RIGHT OF WAY LINE
40.0'
10.0'
41.9'
MATCH EXISTING BIT. TRAIL WIDTH & SECTION
CONCRETE DRIVEWAY
APRON
42.5'R
1.0'R
5.0'R
25.0'R
30.0'R
BIKE RACK
TYP-SEE DETAIL
10' TRANSITION
TO FLAT CURB
10' TRANSITION
TO FLAT CURB
CONCRETE
PEDESTRIAN RAMP
STAIRS
(SEE GRADING PLAN)
18.0'
18.0'
1.0'R 1.0'R 1.0'R
42.5'R 42.5'R 42.5'R
42.5'R
1.0'R
42.5'R 42.5'R 42.5'R
1.0'R 1.0'R 1.0'R
MONUMENT SIGN
SEE ARCHITECTURAL
& STRUCTURAL PLANS
TRANSFORMER
B612 CURB
& GUTTER
TYP-SEE DETAIL
EXISTING PARK
DENTAL BUILDING
PER SURVEY BY
OTHERS
3.0'R
3.0'R
30.0'R
20.0'
FLAT CURB
TYP-SEE DETAIL
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.
PLANNING
CIVIL ENGINEERING
LAND SURVEYING
LANDSCAPE ARCHITECTURE
ENVIRONMENTAL
7200 Hemlock Lane, Suite 300
Maple Grove, MN 55369
763.424.5505
www.loucksinc.com
Plotted: 05 /10 / 2022 1:26 PMW:\2021\21210\CADD DATA\CIVIL\_dwg Sheet Files\C2-1 Site PlanOUCKSL
QUALITY CONTROL
PROFESSIONAL SIGNATURE
SUBMITTAL/REVISIONS
CADD QUALIFICATION
PARK DENTAL
ST. CROIX
VALLEY
OAK PARK HEIGHTS, MINNESOTA
PARK DENTAL GROUP
2200 COUNTY ROAD C WEST,
SUITE 2210 ROSEVILLE, MN 55113
9/14/21 CITY SUBMITTAL
11/3/21 REV. WATERSHED SUB
12/15/21 CD SET
02/17/22 CCD #1
05/10/22 CCD #4
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
Project Lead
Drawn By
Checked By
Loucks Project No.
41352
21210
VJV
ZHW
VJV
05/10/22
12/01/21
ALTA/NSPS1
LAND TITLE SURVEY
SITE PLANC2-1
GRADING PLANC3-1
SWPPP & NOTESC3-2 - C3-3
UTILITY PLANC4-1
DETAILSC8-1 - C8-3
LANDSCAPE PLANL1-1
DEMOLITION PLANC1-2
LANDSCAPE DETAILSL2-1
TREE INVENTORY PLANL0-1
N
SCALE IN FEET
0 20 40
NOTE:
EXISTING CONDITIONS INFORMATION
SHOWN IS FROM AN ALTA/NSPS LAND
TITLE SURVEY PREPARED BY WESTWOOD
PROFESSIONAL SERVICES, DATED 06/22/18.
TOLL FREE: 1-800-252-1166
TWIN CITY AREA: 651-454-0002
Gopher State One Call
CALL BEFORE YOU DIG!
WARNING:
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.
CURRENT ZONING:B-4, LIMITED BUSINESS DISTRICT
PROPOSED ZONING:B-4, LIMITED BUSINESS DISTRICT
PROPERTY AREA:1.493 AC
DISTURBED AREA:1.493 AC
EXISTING IMPERVIOUS AREA:1.228 AC (82.3%)
EXISTING PERVIOUS AREA:0.265 AC (17.7%)
EXISTING IMPERVIOUS AREA TO REMAIN:0.175 AC
PROPOSED IMPERVIOUS AREA:0.849 AC
TOTAL SITE IMPERVIOUS AREA:1.024 AC (68.6%)
PROPOSED PERVIOUS AREA:0.469 AC (31.4%)
STANDARD PARKING STALLS:51
ADA PARKING STALLS:3
TOTAL PARKING STALLS:54
SITE DATA
1.ALL PAVING, CONCRETE CURB, GUTTER AND SIDEWALK SHALL BE FURNISHED AND
INSTALLED IN ACCORDANCE WITH THE DETAILS SHOWN PER THE DETAIL SHEET(S)
AND STATE/LOCAL JURISDICTION REQUIREMENTS.
2.ACCESSIBLE PARKING AND ACCESSIBLE ROUTES SHALL BE PROVIDED PER CURRENT
ADA STANDARDS AND LOCAL/STATE REQUIREMENTS.
3.ALL CURB DIMENSIONS SHOWN ARE TO THE FACE OF CURB UNLESS OTHERWISE
NOTED.
4.ALL BUILDING DIMENSIONS ARE TO THE OUTSIDE FACE OF WALL UNLESS OTHERWISE
NOTED.
5.SEE SITE ELECTRICAL PLAN FOR SITE LIGHTING.
6.REFER TO ARCHITECTURAL SITE PLAN FOR BUILDING SETBACKS.
1.MINNESOTA STATE STATUTE REQUIRES NOTIFICATION PER "GOPHER STATE ONE CALL"
PRIOR TO COMMENCING ANY GRADING, EXCAVATION OR UNDERGROUND WORK.
2.THE 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.
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.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.
5.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.
6.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.
7.BEFORE BEGINNING CONSTRUCTION THE CONTRACTOR SHALL INSTALL EROSION
AND SEDIMENTATION CONTROL MEASURES IN ACCORDANCE WITH NPDES PERMIT
REQUIREMENTS, BEST MANAGEMENT PRACTICES, STATE AND LOCAL REQUIREMENTS
AND THE DETAILS SHOWN ON THE DETAIL SHEET(S) OF THE PROJECT PLANS.
8.ALL CONSTRUCTION PERMITS, APPLICATIONS AND FEES ARE THE RESPONSIBILITY OF
THE CONTRACTOR.
9.ALL ENTRANCES AND CONNECTIONS TO CITY STREETS SHALL BE CONSTRUCTED PER
THE REQUIREMENTS OF THE STATE AND LOCAL JURISDICTIONS. THE CONTRACTOR
SHALL BE RESPONSIBLE FOR ALL PERMITS AND NOTIFICATIONS AS REQUIRED.
10.ALL STREET REPAIRS AND PATCHING SHALL BE PERFORMED PER THE REQUIREMENTS
OF THE CITY. ALL TRAFFIC CONTROL SHALL BE PROVIDED BY THE CONTRACTOR
AND SHALL BE ESTABLISHED PER THE REQUIREMENTS OF THE MINNESOTA MANUAL
OF UNIFORM TRAFFIC CONTROL DEVICES (MUTCD) AND THE CITY. THIS SHALL
INCLUDE ALL SIGNAGE, BARRICADES, FLASHERS AND FLAGGERS AS NEEDED. ALL
PUBLIC STREETS SHALL BE OPEN TO TRAFFIC AT ALL TIMES.
11.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.
13.SUBGRADE PREPARATION SHALL BE PERFORMED IN ACCORDANCE WITH MNDOT
2112. THE TOP 3 FEET SHALL BE COMPACTED TO 100% OF THE STANDARD PROCTOR
DENSITY.
14.AGGREGATE BASE SHALL BE MNDOT 2211 CLASS 5. COMPACTION SHALL BE BY THE
QUALITY COMPACTION METHOD.
15.PLANT MIXED BITUMINOUS PAVEMENT SHALL BE CONSTRUCTED IN ACCORDANCE
WITH MNDOT 2360 WITH MIX DESIGN AS SHOWN ON THE DETAILS. COMPACTION
SHALL BE BY THE ORDINARY COMPACTION METHOD.
16.CONCRETE CURB & GUTTER SHALL BE PERFORMED IN ACCORDANCE WITH MNDOT
2531. CURING SHALL BE BY THE MEMBRANE CURING METHOD. EXPANSION JOINTS
EVERY 200 FEET AT ALL FIXED OBJECTS. CONTRACTIONS JOINTS EVERY 10 FEET.
17.CONCRETE WALK SHALL BE PERFORMED IN ACCORDANCE WITH MNDOT 2521.
CURING SHALL BE BY THE MEMBRANE CURING METHOD. EXPANSION JOINTS AT ALL
FIVES OBJECTS. CONTRACTION JLINTS EVERY 5 FEET.
18.A CITY RIGHT-OF-WAY PERMIT IS REQUIRED TO WORKING WITHIN RIGHT OF WAY.
19.STREET PATCHING ON PUBLIC STREETS AT A MINIMUM SHALL MATCH EXISTING
PAVEMENT SECTION. THE SECTION TO BE USED WILL BE CONFIRMED AT THE TIME OF
CONSTRUCTION; WEAR COURSE TO BE A MINIMUM OF 11
2" INCHES, UTILIZING C TYPE
OIL. THE PATCH JOINTS SHALL BE BUTT JOINTS.
DENOTES CONCRETE PAVEMENT
DENOTES HEAVY DUTY BITUMINOUS
PAVEMENT
DENOTES LIGHT DUTY BITUMINOUS
PAVEMENT
SITE NOTES
GENERAL NOTES
PAVEMENT LEGEND
DENOTES CONCRETE SIDEWALK
PARKING STALL COUNT
ACCESSIBLE PARKING STALL
2
LEGEND
CATCH BASIN
STORM SEWER
SANITARY SEWER
WATERMAIN
STORM MANHOLE
SANITARY MANHOLE
HYDRANT
GATE VALVE
SPOT ELEVATION
SIGN
LIGHT POLE
POWER POLE
WATER MANHOLE / WELL
CONTOUR
CONCRETE CURB
UNDERGROUND ELECTRIC
CONCRETE
TELEPHONE PEDESTAL
UNDERGROUND TELEPHONE
UNDERGROUND GAS
OVERHEAD UTILITY
CHAIN LINK FENCE
BUILDING
RETAINING WALL
NO PARKING
UNDERGROUND FIBER OPTIC
SANITARY SEWER SERVICE
WATER SERVICE
ELECTRIC METER
GAS METER
TREE LINE
EXISTING PROPOSED
972
DRAINTILE
FORCEMAIN 373PARKING SETBACK LINE
BUILDING SETBACK LINE
2
FENCE
FLARED END SECTION
POST INDICATOR VALVE
BENCHMARK
SOIL BORING
3DIRECTION OF FLOW 1.0%
972.5
DENOTES BITUMINOUS TRAIL
SITE PLAN
C2-1
NO PARKING NO PARKING
PROPOSED
BUILDING
FFE=938.00
60TH STREET N.
FUTURE
ADDITION
FFE=938.00
936.
0
0
936.
5
0
93
6
.
0
0
936.89
HP
937.70
937.70
93
7
.
5
0
937.
5
0
937.70937.70937.
5
0
93
7
.
5
0
937.70
936.48936.
9
6
HP
937.70937.44937.
1
0
937.
2
0
93
6
.
5
0
937.00
937.
1
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937.
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93
6
.
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937.
1
2
937.21
93
7
.
3
0
937.
3
0
937.
6
5
937.
8
0
937.
3
0
937.
3
0
936.60
936.55
MATC
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E
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934.
4
4 MATC
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8
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932
933934
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935936937
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9
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7
935
936937938
EOF
935.80
FILTRATION BASIN 1
NWL=DRY
BTM=931.50
HWL=934.16
MEDIA INV=929.50
6" DT INV=929.50
FILTRATION BASIN 2
NWL=DRY
BTM=934.30
HWL=935.99
MEDIA INV=932.30
6" DT INV=932.302.2%2.2%1.
8%1.5%
1.1%1.5%
2.
6%2.4%
0.6%0.7%0.9%2.0%2.2%1.5%4493
7
.
5
0
93
7
.
5
0
93
7
.
5
0
937.
7
4
93
7
.
8
0
x
x
x
x
xx937.5
937.85
937.85
x
938.0
937.90
x 937.7
937.4
937.8
14.0%
25.3%
11.0%
12.9
%
9.2%
30.8%
20.1%
20.6%
27.4%
1
.
9%
3
.8%16.5%16.7%11.3%
3.3%
x
937.67
SWALE
1.2%
937.70
937.39
935.51936.69
936.95937.46
935.34
935.95
937.98
3.8%10.1%
10.0%
x
937.5
SWALE
1.5%
x
937.0
x
936.3
x
937.60
x 937.27
x
937.36
x
937.80
x
x
938.00
937.80
SWALE
1.0%
10' CURB
TRANSITION
FLAT CURB 10' CURB
TRANSITION18' CURB
TRANSITION
3' CURB
TRANSITION
FLAT CURB
B612 CURB
B612 CURB
B612 CURB
936.10
93
6
.
7
7
93
6
.
7
7
93
6
.
7
7
93
6
.
7
7
1.2%
9
3
7
.
2
7
x937.80 x936.05x937.80 x937.80 x937.80
xx
936.05937.808
2.0% MAX. SLOPE IN
ANY DIRECTION
935 934.3
EXISTING PARK
DENTAL BUILDING
PER SURVEY BY
OTHERS
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.
PLANNING
CIVIL ENGINEERING
LAND SURVEYING
LANDSCAPE ARCHITECTURE
ENVIRONMENTAL
7200 Hemlock Lane, Suite 300
Maple Grove, MN 55369
763.424.5505
www.loucksinc.com
Plotted: 05 /10 / 2022 1:26 PMW:\2021\21210\CADD DATA\CIVIL\_dwg Sheet Files\C3-1 Grading And Drainage PlanOUCKSL
QUALITY CONTROL
PROFESSIONAL SIGNATURE
SUBMITTAL/REVISIONS
CADD QUALIFICATION
PARK DENTAL
ST. CROIX
VALLEY
OAK PARK HEIGHTS, MINNESOTA
PARK DENTAL GROUP
2200 COUNTY ROAD C WEST,
SUITE 2210 ROSEVILLE, MN 55113
9/14/21 CITY SUBMITTAL
11/3/21 REV. WATERSHED SUB
12/15/21 CD SET
02/17/22 CCD #1
05/10/22 CCD #4
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
Project Lead
Drawn By
Checked By
Loucks Project No.
41352
21210
VJV
ZHW
VJV
05/10/22
12/01/21
ALTA/NSPS1
LAND TITLE SURVEY
SITE PLANC2-1
GRADING PLANC3-1
SWPPP & NOTESC3-2 - C3-3
UTILITY PLANC4-1
DETAILSC8-1 - C8-3
LANDSCAPE PLANL1-1
DEMOLITION PLANC1-2
LANDSCAPE DETAILSL2-1
TREE INVENTORY PLANL0-1
N
SCALE IN FEET
0 20 40
NOTE:
EXISTING CONDITIONS INFORMATION
SHOWN IS FROM AN ALTA/NSPS LAND
TITLE SURVEY PREPARED BY WESTWOOD
PROFESSIONAL SERVICES, DATED 06/22/18.
TOLL FREE: 1-800-252-1166
TWIN CITY AREA: 651-454-0002
Gopher State One Call
CALL BEFORE YOU DIG!
WARNING:
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.
PARKING STALL COUNT
ACCESSIBLE PARKING STALL
2
LEGEND
CATCH BASIN
STORM SEWER
SANITARY SEWER
WATERMAIN
STORM MANHOLE
SANITARY MANHOLE
HYDRANT
GATE VALVE
SPOT ELEVATION
SIGN
LIGHT POLE
POWER POLE
WATER MANHOLE / WELL
CONTOUR
CONCRETE CURB
UNDERGROUND ELECTRIC
CONCRETE
TELEPHONE PEDESTAL
UNDERGROUND TELEPHONE
UNDERGROUND GAS
OVERHEAD UTILITY
CHAIN LINK FENCE
BUILDING
RETAINING WALL
NO PARKING
UNDERGROUND FIBER OPTIC
SANITARY SEWER SERVICE
WATER SERVICE
ELECTRIC METER
GAS METER
TREE LINE
EXISTING PROPOSED
972
DRAINTILE
FORCEMAIN 373PARKING SETBACK LINE
BUILDING SETBACK LINE
2
FENCE
FLARED END SECTION
POST INDICATOR VALVE
BENCHMARK
SOIL BORING
3DIRECTION OF FLOW 1.0%
972.5
1.SEE STORMWATER POLLUTION PREVENTION PLAN FOR SOIL STABILIZATION INFORMATION.
2.EROSION AND SEDIMENTATION CONTROL MEASURES SHALL BE ESTABLISHED AROUND THE
ENTIRE SITE PERIMETER AND IN ACCORDANCE WITH NPDES PERMIT REQUIREMENTS, BEST
MANAGEMENT PRACTICES, CITY REQUIREMENTS AND THE DETAILS SHOWN ON THE CIVIL
DETAILS SHEETS OF THESE PLANS.
3.ALL CURB SPOT ELEVATIONS ARE TO GUTTER LINE-UNLESS NOTED OTHERWISE.
1.SPOT ELEVATIONS REPRESENT FINISHED SURFACE GRADES, GUTTER/FLOW LINE, FACE OF BUILDING,
OR EDGE OF PAVEMENT UNLESS OTHERWISE NOTED.
2.CATCH BASINS AND MANHOLES IN PAVED AREAS SHALL BE SUMPED 0.04 FEET. ALL CATCH BASINS
IN GUTTERS SHALL BE SUMPED 0.16 FEET. RIM ELEVATIONS SHOWN ON PLANS DO NOT REFLECT
SUMPED ELEVATIONS.
3.ALL DISTURBED UNPAVED AREAS ARE TO RECEIVE MINIMUM OF 4 INCHES OF PREMIUM TOP SOIL
AND SEED/MULCH OR SOD. THESE AREAS SHALL BE WATERED/MAINTAINED BY THE CONTRACTOR
UNTIL VEGETATION IS ESTABLISHED. VERIFY WITH LANDSCAPE PLAN.
4.REFER TO THE REPORT OF GEOTECHNICAL EXPLORATION AND REVIEW (REPORT P-0004506), DATED
8/3/2021 AS PREPARED BY AMERICAN ENGINEERING TESTING INC. FOR AN EXISTING SUBSURFACE
SITE CONDITION ANALYSIS AND CONSTRUCTION RECOMMENDATIONS.
5.STREETS MUST BE CLEANED AND SWEPT WHENEVER TRACKING OF SEDIMENTS OCCURS AND
BEFORE SITES ARE LEFT IDLE FOR WEEKENDS AND HOLIDAYS, OR AS DIRECTED BY CITY. A REGULAR
SWEEPING SCHEDULE MUST BE ESTABLISHED.
6.DUST MUST BE ADEQUATELY CONTROLLED.
7.SEE SWPPP FOR ADDITIONAL EROSION CONTROL NOTES AND REQUIREMENTS.
8.SEE UTILITY PLAN FOR WATER, STORM AND SANITARY SEWER INFORMATION.
9.SEE SITE PLAN FOR CURB AND BITUMINOUS TAPER LOCATIONS.
10.A STREET SWEEPER MUST BE AVAILABLE WITHIN 3 HOURS UPON NOTICE FROM THE CITY THAT THE
STREETS NEED TO BE SWEPT.
11.THE CONTRACTOR ALONG WITH THE OWNER SHALL OBTAIN ALL NECESSARY PERMITS AND
APPROVALS FROM GOVERNING AUTHORITIES, INCLUDING ANY CITY PERMITS AND THE NPDES
PERMIT FROM THE MPCA.
12.INSTALL EROSION CONTROL AND TREE PROTECTION MEASURES BEFORE BEGINNING SITE GRADING
ACTIVITIES. SOME EROSION CONTROLS SUCH AS BALE CHECKS AND TEMPORARY SILT PONDS MAY
BE INSTALLED AS GRADING OCCURS IN SPECIFIC AREAS. MAINTAIN EROSION CONTROLS
THROUGHOUT THE GRADING PROCESS AND REMOVE WHEN TURF HAS BEEN ESTABLISHED.
13.THE CONTRACTOR SHALL ADHERE TO ALL REQUIREMENTS OF THE MPCA NPDES PERMIT. THE AREA
TO BE DISTURBED SHALL BE MINIMIZED AND TURF SHALL BE ESTABLISHED WITHIN THE TIME
REQUIRED.
14.GRADES SHOWN ARE FINISHED GRADES.
15.FINAL GRADING TOLERANCES ARE +/-0.1 FEET TO FINISH GRADES.
16.UNDER PAVEMENTS COMPACT THE UPPER 3 FEET OF SUBGRADE TO 100% STANDARD PROCTOR
DENSITY AT OPTIMUM MOISTURE CONTENT AND 95% STANDARD PROCTOR DENSITY BLOW THE
UPPER 3 FEET OF SUBGRADE. OUTSIDE PAVEMENT AREAS COMPACT EMBANKMENTS TO 95%
STANDARD PROCTOR DENSITY.
17. WORKING HOURS ARE 7:00 AM - 10:00 PM, MONDAY - SATURDAY. A 48 HOUR NOTICED IS
REQUIRED FOR SATURDAY WORK.
18.THE CONTRACTOR MUST HAVE A CITY LICENSE.
19.A CITY RIGHT-OF-WAY PERMIT IS REQUIRED PRIOR TO WORKING WITHIN CITY ROW.
20.FILTRATION BASINS SHALL BE TESTED TO CONFIRM THAT BASINS WORK AS DESIGNED PRIOR TO
THE RELEASE OF ANY REMAINING FEE OR SECURITY FROM THE MIDDLE ST. CROIX WATERSHED
MANAGEMENT ORGANIZATION (MSCWMO).
21.CONTRACTOR TO PROVIDE RECORD PLANS OF THE FILTRATION BASINS. THIS MUST INCLUDE
AREA OF BASIN AND DEPTH OF BASIN TO CONFIRM VOLUME. CONTRACTOR SHALL ALSO
PROVIDE FILTRATION TESTING TO CONFIRM THAT THE DESIGN FILTRATION RATE OF 1.63 TO 8.0
IN/HR. HAS BEEN MET.
22.EXISTING TOPOGRAPHY PROVIDED BY OTHERS.
GRADING & DRAINAGE NOTES
GRADING, DRAINAGE & EROSION CONTROL SPECIFICATIONS
GRADING
PLAN
C3-1
NO PARKING NO PARKING
PROPOSED
BUILDING
FFE=938.00
60TH STREET N.
FUTURE
ADDITION
FFE=938.00
8 8 8 8 8 8888888888935
932
933934
936
935936937
93
7
937
937
9
3
7
935
936937938
FILTRATION BASIN 1
NWL=DRY
BTM=931.50
HWL=934.16
MEDIA INV=929.50
6" DT INV=929.50
FILTRATION BASIN 2
NWL=DRY
BTM=934.30
HWL=935.99
MEDIA INV=932.30
6" DT INV=932.30448SILT FENCE
TYP-SEE DETAIL
INLET PROTECTION
TYP-SEE DETAIL
INLET PROTECTION
TYP-SEE DETAIL
INLET PROTECTION
TYP-SEE DETAIL
ROCK CONSTRUCTION
ENTRANCE
TYP-SEE DETAIL
EROSION CONTROL
WOODFIBER BLANKET
TYP-SEE DETAIL
POST CONSTRUCTION
SILT FENCE
TYP-SEE DETAIL
POST CONSTRUCTION
SILT FENCE
TYP-SEE DETAIL
EROSION CONTROL
WOODFIBER BLANKET
TYP-SEE DETAIL
EXISTING PARK
DENTAL BUILDING
PER SURVEY BY
OTHERS
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.
PLANNING
CIVIL ENGINEERING
LAND SURVEYING
LANDSCAPE ARCHITECTURE
ENVIRONMENTAL
7200 Hemlock Lane, Suite 300
Maple Grove, MN 55369
763.424.5505
www.loucksinc.com
Plotted: 05 /10 / 2022 1:27 PMW:\2021\21210\CADD DATA\CIVIL\_dwg Sheet Files\C3-2 SWPPP PlanOUCKSL
QUALITY CONTROL
PROFESSIONAL SIGNATURE
SUBMITTAL/REVISIONS
CADD QUALIFICATION
PARK DENTAL
ST. CROIX
VALLEY
OAK PARK HEIGHTS, MINNESOTA
PARK DENTAL GROUP
2200 COUNTY ROAD C WEST,
SUITE 2210 ROSEVILLE, MN 55113
9/14/21 CITY SUBMITTAL
11/3/21 REV. WATERSHED SUB
12/15/21 CD SET
02/17/22 CCD #1
05/10/22 CCD #4
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
Project Lead
Drawn By
Checked By
Loucks Project No.
41352
21210
VJV
ZHW
VJV
05/10/22
12/01/21
ALTA/NSPS1
LAND TITLE SURVEY
SITE PLANC2-1
GRADING PLANC3-1
SWPPP & NOTESC3-2 - C3-3
UTILITY PLANC4-1
DETAILSC8-1 - C8-3
LANDSCAPE PLANL1-1
DEMOLITION PLANC1-2
LANDSCAPE DETAILSL2-1
TREE INVENTORY PLANL0-1
N
SCALE IN FEET
0 20 40
SWPPP PLAN
C3-2
NOTE:
EXISTING CONDITIONS INFORMATION
SHOWN IS FROM AN ALTA/NSPS LAND
TITLE SURVEY PREPARED BY WESTWOOD
PROFESSIONAL SERVICES, DATED 06/22/18.
TOLL FREE: 1-800-252-1166
TWIN CITY AREA: 651-454-0002
Gopher State One Call
CALL BEFORE YOU DIG!
WARNING:
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.
PARKING STALL COUNT
ACCESSIBLE PARKING STALL
2
LEGEND
CATCH BASIN
STORM SEWER
SANITARY SEWER
WATERMAIN
STORM MANHOLE
SANITARY MANHOLE
HYDRANT
GATE VALVE
SPOT ELEVATION
SIGN
LIGHT POLE
POWER POLE
WATER MANHOLE / WELL
CONTOUR
CONCRETE CURB
UNDERGROUND ELECTRIC
CONCRETE
TELEPHONE PEDESTAL
UNDERGROUND TELEPHONE
UNDERGROUND GAS
OVERHEAD UTILITY
CHAIN LINK FENCE
BUILDING
RETAINING WALL
NO PARKING
UNDERGROUND FIBER OPTIC
SANITARY SEWER SERVICE
WATER SERVICE
ELECTRIC METER
GAS METER
TREE LINE
EXISTING PROPOSED
972
DRAINTILE
FORCEMAIN 373PARKING SETBACK LINE
BUILDING SETBACK LINE
2
FENCE
FLARED END SECTION
POST INDICATOR VALVE
BENCHMARK
SOIL BORING
3DIRECTION OF FLOW 1.0%
972.5
SEE SHEET C3-3 FOR SWPPP NOTES AND C8-1&2 FOR SWPPP DETAILS.
GENERAL NOTES
SWPPP LEGEND
SILT FENCE
INLET PROTECTION
EXISTING DRAINAGE PATTERN
PROPOSED DRAINAGE PATTERN
ROCK CONSTRUCTION ENTRANCE
WOODFIBER BLANKET
BIOROLL
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.
PLANNING
CIVIL ENGINEERING
LAND SURVEYING
LANDSCAPE ARCHITECTURE
ENVIRONMENTAL
7200 Hemlock Lane, Suite 300
Maple Grove, MN 55369
763.424.5505
www.loucksinc.com
Plotted: 05 /10 / 2022 1:27 PMW:\2021\21210\CADD DATA\CIVIL\_dwg Sheet Files\C3-3 SWPPP DetailOUCKSL
QUALITY CONTROL
PROFESSIONAL SIGNATURE
SUBMITTAL/REVISIONS
CADD QUALIFICATION
PARK DENTAL
ST. CROIX
VALLEY
OAK PARK HEIGHTS, MINNESOTA
PARK DENTAL GROUP
2200 COUNTY ROAD C WEST,
SUITE 2210 ROSEVILLE, MN 55113
9/14/21 CITY SUBMITTAL
11/3/21 REV. WATERSHED SUB
12/15/21 CD SET
02/17/22 CCD #1
05/10/22 CCD #4
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
Project Lead
Drawn By
Checked By
Loucks Project No.
41352
21210
VJV
ZHW
VJV
05/10/22
12/01/21
ALTA/NSPS1
LAND TITLE SURVEY
SITE PLANC2-1
GRADING PLANC3-1
SWPPP & NOTESC3-2 - C3-3
UTILITY PLANC4-1
DETAILSC8-1 - C8-3
LANDSCAPE PLANL1-1
DEMOLITION PLANC1-2
LANDSCAPE DETAILSL2-1
TREE INVENTORY PLANL0-1
SWPPP NOTES
C3-3
TOLL FREE: 1-800-252-1166
TWIN CITY AREA: 651-454-0002
Gopher State One Call
CALL BEFORE YOU DIG!
WARNING:
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.
1.THE NATURE OF THIS PROJECT WILL CONSIST OF CONSTRUCTING A SINGLE-STORY
OFFICE BUILDING & THE ASSOCIATED PARKING, UTILITIES, & STORM WATER
TREATMENT AREAS.
2.THE INTENDED SEQUENCING OF MAJOR CONSTRUCTION ACTIVITIES ARE AS
FOLLOWS:
1.INSTALL VEHICLE TRACKING BMP
2.INSTALL SILT FENCE AROUND SITE
3.INSTALL PROTECTIVE FENCE AROUND FILTRATON AREAS
4.CLEAR AND GRUB SITE
5.STRIP AND STOCKPILE TOPSOIL
6.REMOVE PAVEMENTS AND UTILITIES
7.CONSTRUCT STORMWATER MANAGEMENT BASINS
8.INSTALL SILT FENCE AROUND BASINS
9.ROUGH GRADE SITE
10.IMPORT CLEAN FILL FOR REPLACEMENT AND BALANCE
11.INSTALL UTILITIES
12.INSTALL INLET PROTECTION ON STORM CATCH BASINS.
13.INSTALL BUILDING FOUNDATIONS
14.INSTALL CURB AND GUTTER
15.INSTALL PAVEMENTS AND WALKS
16.FINAL GRADE SITE
17.REMOVE ACCUMULATED SEDIMENT FROM BASINS
18.SEED AND MULCH
19.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:
AREA OF DISTURBANCE:1.493± AC
PRE-CONSTRUCTION IMPERVIOUS AREA:1.228± AC
POST-CONSTRUCTION IMPERVIOUS AREA:1.057± AC
GENERAL SOIL TYPE:SEE GEOTECHNICAL REPORT
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.
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 EXEMPT 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.EXTERNAL WASHING OF CONSTRUCTION VEHICLES MUST BE LIMITED TO A DEFINED
AREA OF THE SITE, RUNOFF MUST BE PROPERLY CONTAINED.
12.NO ENGINE DEGREASING IS ALLOWED ON SITE.
13.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 ALL APPLICABLE CONSTRUCTION ACTIVITY REQUIREMENTS FOUND IN
SECTIONS 3, 4, 6-24 OF THE NPDES PERMIT AND IS JOINTLY RESPONSIBLE WITH THE
OWNER FOR COMPLIANCE WITH THOSE PORTIONS OF THE PERMIT.
14.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 SECTION 13 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.
20.CONCRETE WASHOUT AREA
A.CONCRETE WASH-OUT IS NOT ALLOWED ON-SITE.
21.IN THE EVENT OF ENCOUNTERING A WELL OR SPRING DURING CONSTRUCTION
CONTRACTOR TO CEASE CONSTRUCTION ACTIVITY AND NOTIFY ENGINEER.
22.PIPE OUTLETS 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 ACTIVITIES 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 SITE.
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 BEGINNING 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 PROTECTED TO PREVENT
VANDALISM.
D.SOLID WASTE 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
TEMPORARY & PERMANENT STORMWATER TREATMENT ARE DESIGNED TO MEET MPCA
GENERAL & SPECIAL WATER REQUIREMENTS. CALCULATIONS ARE PART OF THE
HYDROLOGY REPORT, WHICH IS TO BE CONSIDERED PART OF THE SWPP
DOCUMENTS. SEE HYDROLOGY REPORT FOR ADDITIONAL INFORMATION.
28.GENERAL STORMWATER DISCHARGE REQUIREMENTS
ALL REQUIREMENTS LISTED IN SECTIONS 5-7, 14, 16-19, 21, 24 OF THE PERMIT FOR
DESIGN OF THE PERMANENT STORMWATER MANAGEMENT SYSTEM AND DISCHARGE
HAVE BEEN INCLUDED IN THE PREPARATION OF THIS SWPP. THESE INCLUDE BUT ARE
NOT LIMITED TO:
A.THE EXPECTED AMOUNT, FREQUENCY, INTENSITY, AND DURATION
PRECIPITATION.
B.THE NATURE OF STORMWATER RUNOFF AND RUN-ON AT THE SITE.
C.PEAK FLOW RATES AND STORMWATER VOLUMES TO MINIMIZE EROSION AT
OUTLETS AND DOWNSTREAM CHANNEL AND STREAM BANK EROSION.
D.THE RANGE OF SOIL PARTICLE SIZES EXPECTED TO BE PRESENT ON THE SITE.
29.CONSTRUCTION OF FILTRATON BASINS
A.NO HEAVY TRAFFIC ON FILTRATON AREAS. CONSTRUCTION TO BE DONE WITH
MINIMAL COMPACTION TO FILTRATON AREAS. IF COMPACTION IS
ENCOUNTERED, BASIN SOILS FOR THE FIRST & MUST BE REMOVED & RELAID.
B.FILTRATON SYSTEMS MUST NOT BE EXCAVATED TO FINAL GRADE UNTIL THE
CONTRIBUTING DRAINAGE AREA HAD BEEN CONSTRUCTED AND FULLY
STABILIZED UNLESS RIGOROUS EROSION PREVENTION AND SEDIMENT
CONTROLS ARE PROVIDED( SECTION 16.4).
C.WHEN AN FILTRATON 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 FILTRATON AREA.
THE AREA MUST BE STAKED OFF AND MARKED SO THAT HEAVY CONSTRUCTION
VEHICLES OR EQUIPMENT WILL NOT COMPACT THE SOIL IN THE PROPOSED
FILTRATON AREA.
D.TO PREVENT CLOGGING OF THE FILTRATON 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
FILTRATON SYSTEM.
E.FILTRATON BASIN SHALL BE CONSTRUCTED IN DRY SOIL CONDITIONS.
F.EXCAVATION, SOIL PLACEMENT, AND RAPID STABILIZATION OF PERIMETER
SLOPES MUST BE ACCOMPLISHED PRIOR TO THE NEXT PRECIPITATION EVENT.
G.EXCAVATION AND PLACEMENT OF MATERIALS SHALL BE PERFORMED BY AN
EXCAVATOR WITH A TOOTHED BUCKET.
30.POST CONSTRUCTION
THE WATER QUALITY VOLUME THAT MUST BE RETAINED ON SITE BY THE PROJECT'S
PERMANENT STORMWATER MANAGEMENT SYSTEM DESCRIBED IN SECTION 15
SHALL BE ONE (1) INCH OF RUNOFF FROM THE NEW IMPERVIOUS SURFACES CREATED
BY THE PROJECT. SEE SECTION 15. FOR MORE INFORMATION ON FILTRATON
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 REQUIREMENTS
THE PERMITTES(S) SHALL ENSURE THE FOLLOWING INDIVIDUALS IDENTIFIED IN THIS
PART HAVE BEEN TRAINED IN ACCORDANCE WITH THIS PERMIT'S TRAINING
REQUIREMENTS.
1. WHO MUST BE TRAINED:
A. INDIVIDUAL(S) PREPARING THE SWPPP FOR THE PROJECT
B. INDIVIDUAL(S) OVERSEEING IMPLEMENTATION OF, REVISING, AND/OR
AMENDING THE SWPPP AND INDIVIDUALS(S) PERFORMING
INSPECTIONS FOR THE PROJECT. ONE OF THESE
INDIVIDUAL(S) MUST BE AVAILABLE FOR AN ONSITE INSPECTION
WITHIN 72 HOURS UPON REQUEST BY THE MPCA.
C.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 SITE IN 72 HOURS) MUST BE TRAINED IN THE
JOB DUTIES DESCRIBED IN SECTION 21.2B AND SECTION 21.2C.
33.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 REFRESHER-TRAINING 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
DESCRIPTION UNIT
TEMPORARY ROCK CONSTRUCTION ENTRANCE EA
PREFABRICATED CONCRETE WASHOUT EA
SILT FENCE (STANDARD)LF
EROSION CONTROL BLANKET SY
INLET PROTECTION EA
QUANTITY
1
NOT ALLOWED
760
855
10
POST CONSTRUCTION SILT FENCE (STANDARD)LF 585
NAME OF WATER BODY
TYPE OF
WATER
BODY
SPECIAL
WATER
IMPAIRED
WATER
TYPE OF
SPECIAL
WATER
LILLY LAKE LAKE NO YES
TITLE NAME
OWNER .
COMPANY PHONE NUMBER
PARK DENTAL GROUP
PROJECT MANAGER VICKI VAN DELL LOUCKS 763-496-6720
ENGINEER SWPPP ZACHARY WEBBER 763-496-6753LOUCKS
CONTRACTOR
SITE MANGER
ERIC OLSON
.
SWPPP NOTES
ESTIMATED QUANTITIES SPECIAL & IMPAIRED WATERS WITHIN ONE MILE OF THE PROJECT
CERTIFICATION
SPECIAL & IMPAIRED WATERS WITHIN ONE MILE OF THE PROJECT
RJM CONSTRUCTION 952-837-8600
ERIC OLSON RJM CONSTRUCTION 952-837-8600
NO PARKING NO PARKING
PROPOSED
BUILDING
FFE=938.00
60TH STREET N.
FUTURE
ADDITION
FFE=938.00
8 8 8 8 8 8888888888FILTRATION BASIN 1
NWL=DRY
BTM=931.50
HWL=934.16
MEDIA INV=929.50
6" DT INV=929.50
FILTRATION BASIN 2
NWL=DRY
BTM=934.30
HWL=935.99
MEDIA INV=932.30
6" DT INV=932.30448CB 104
RIM= 936.50
INV=932.82 (12") E
62 LF 12" HDPE
@ 0.44%
CBMH 101
RIM= 934.35
INV= 931.61 (15") S
INV=931.61 (15") W
SUMP=928.61
FES 100
INV= 931.50 (15") E
CBMH 103
RIM= 936.50
INV= 932.55 (12") W
INV=932.55 (12") E
CBMH 102
RIM= 937.20
INV= 932.34 (12") W
INV=932.14 (15") N
48 LF 12" HDPE
@ 0.44%
166 LF 15" HDPE
@ 0.32%
20 LF 18" RCP
@ 0.98%
FES 200
INV=933.00 (18") NW
38 LF 15" RCP
@ 0.30%
RAIN GUARDIAN
RIM=936.00
RAIN GUARDIAN
RIM=936.00
8 CY RIP RAP 8 CY RIP RAP
SANITARY SEWER SERVICE SHALL
CONNECT TO SANITARY STUB
8 CY RIP RAP
CORE DRILL INTO
EXISTING MANHOLE
INV=932.80
EX. INV=930.27 VERIFIED BY CONTRACTOR
WET TAP EXISTING 12" WATERMAIN
EMERGENCY OVERFLOW
RIP RAP
CBMH 101 SHALL
HAVE THE PRESERVER
(SEE DETAIL)
6" GATE VALVE
6" COMBINED WATER SERVICE
COORDINATE WITH MECH. FOR
CONTINUATION IN BUIDLING
6" DIP CL 52 WATERMAIN
APPROXIMATE LOCATION OF
EXISTING 12" WATERMAIN
CONTRACTOR TO FIELD VERIFY
TRANSFORMER
EXISTING PARK
DENTAL BUILDING
PER SURVEY BY
OTHERS
2-45° BENDS 2-45° BENDS
12" ROOF DRAIN
INV=934.00
12 LF 12" PVC SCH 40
@ 1.67%
8 CY RIP RAP
DAYLIGHT
ROOF DRAIN
INV=933.80
SANITARY SEWER SHALL BE COORDINATED
WHEN MORE INFORMATION BECOMES AVAILABLE
CLEANOUT
RIM=936.00
INV=932.30
CLEANOUT
RIM=936.00
INV=932.30
180 LF 6" PERF. DT @ 0.00%
19 LF 6" PERF. DT @ 0.00%
CORE DRILL INTO EX. CB
INV=932.00
EX. INV=930.00 VERIFIED BY CONTRACTOR
CLEANOUT
RIM=933.00
INV=929.50
CLEANOUT
RIM=933.00
INV=929.50
41 LF 6" NON-PERF.
DT @ 1.00%
22 LF 6" NON-PERF. DT @ 1.3%
255 TOTAL LF 6" PERF.
DT @ 0.00%
CORE DRILL
INTO EX. CB
INV=929.08
VERIFIED BY
CONTRACTOR
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.
PLANNING
CIVIL ENGINEERING
LAND SURVEYING
LANDSCAPE ARCHITECTURE
ENVIRONMENTAL
7200 Hemlock Lane, Suite 300
Maple Grove, MN 55369
763.424.5505
www.loucksinc.com
Plotted: 05 /16 / 2022 11:34 AMW:\2021\21210\CADD DATA\CIVIL\_dwg Sheet Files\C4-1 Utility PlanOUCKSL
QUALITY CONTROL
PROFESSIONAL SIGNATURE
SUBMITTAL/REVISIONS
CADD QUALIFICATION
PARK DENTAL
ST. CROIX
VALLEY
OAK PARK HEIGHTS, MINNESOTA
PARK DENTAL GROUP
2200 COUNTY ROAD C WEST,
SUITE 2210 ROSEVILLE, MN 55113
9/14/21 CITY SUBMITTAL
11/3/21 REV. WATERSHED SUB
12/15/21 CD SET
02/17/22 CCD #1
05/10/22 CCD #4
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
Project Lead
Drawn By
Checked By
Loucks Project No.
41352
21210
VJV
ZHW
VJV
05/10/22
12/01/21
ALTA/NSPS1
LAND TITLE SURVEY
SITE PLANC2-1
GRADING PLANC3-1
SWPPP & NOTESC3-2 - C3-3
UTILITY PLANC4-1
DETAILSC8-1 - C8-3
LANDSCAPE PLANL1-1
DEMOLITION PLANC1-2
LANDSCAPE DETAILSL2-1
TREE INVENTORY PLANL0-1
N
SCALE IN FEET
0 20 40
NOTE:
EXISTING CONDITIONS INFORMATION
SHOWN IS FROM AN ALTA/NSPS LAND
TITLE SURVEY PREPARED BY WESTWOOD
PROFESSIONAL SERVICES, DATED 06/22/18.
TOLL FREE: 1-800-252-1166
TWIN CITY AREA: 651-454-0002
Gopher State One Call
CALL BEFORE YOU DIG!
WARNING:
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.
PARKING STALL COUNT
ACCESSIBLE PARKING STALL
2
LEGEND
CATCH BASIN
STORM SEWER
SANITARY SEWER
WATERMAIN
STORM MANHOLE
SANITARY MANHOLE
HYDRANT
GATE VALVE
SPOT ELEVATION
SIGN
LIGHT POLE
POWER POLE
WATER MANHOLE / WELL
CONTOUR
CONCRETE CURB
UNDERGROUND ELECTRIC
CONCRETE
TELEPHONE PEDESTAL
UNDERGROUND TELEPHONE
UNDERGROUND GAS
OVERHEAD UTILITY
CHAIN LINK FENCE
BUILDING
RETAINING WALL
NO PARKING
UNDERGROUND FIBER OPTIC
SANITARY SEWER SERVICE
WATER SERVICE
ELECTRIC METER
GAS METER
TREE LINE
EXISTING PROPOSED
972
DRAINTILE
FORCEMAIN 373PARKING SETBACK LINE
BUILDING SETBACK LINE
2
FENCE
FLARED END SECTION
POST INDICATOR VALVE
BENCHMARK
SOIL BORING
3DIRECTION OF FLOW 1.0%
972.5
1. ALL SANITARY SEWER, STORM SEWER AND WATERMAIN UTILITIES SHALL BE FURNISHED AND
INSTALLED PER THE REQUIREMENTS OF THE SPECIFICATIONS,THE MINNESOTA PLUMBING CODE,
THE LOCAL GOVERNING UNIT , AND THE STANDARD UTILITIES SPECIFICATION OF THE CITY
ENGINEERS ASSOCIATION OF MINNESOTA (CEAM), 2018 EDITION.
2.ALL UTILITY PIPE BEDDING SHALL BE COMPACTED SAND OR FINE GRANULAR MATERIAL. ALL
COMPACTION SHALL BE PERFORMED PER THE REQUIREMENTS OF THE CEAM SPECIFICATION AND
THE GEOTECHNICAL REPORT.
3.ALL CONNECTIONS TO EXISTING UTILITIES SHALL BE PERFORMED PER THE REQUIREMENTS OF THE
STATE AND LOCAL JURISDICTIONS. THE CITY DEPARTMENT OF ENGINEERING AND BUILDING
INSPECTIONS DEPARTMENT AND THE CONSTRUCTION ENGINEER MUST BE NOTIFIED AT LEAST 48
HOURS PRIOR TO ANY WORK WITHIN THE PUBLIC RIGHT OF WAY, OR WORK IMPACTING PUBLIC
UTILITIES. THE CITY OR ITS DESIGNEE SHALL BE PRESENT FOR WATER AND SEWER SERVICE
CONNECTIONS TO THE CITY'S SYSTEMS.
4.ALL STORM SEWER , SANITARY SEWER AND WATER SERVICES SHALL TERMINATE 5' FROM THE
BUILDING FACE UNLESS OTHERWISE NOTED.
5.A MINIMUM OF 18 INCHES OF VERTICAL SEPARATION AND 10 FEET OF HORIZONTAL SEPARATION IS
REQUIRED FOR ALL UTILITES UNLESS OTHERWISE NOTED.
6.ALL NEW WATERMAIN AND SERVICES MUST HAVE A MINIMUM OF 7.5 FEET OF COVER. EXTRA DEPTH
MAY BE REQUIRED TO MAINTAIN A MINIMUM 18" VERTICAL SEPARATION TO SANITARY OR STORM
SEWER LINES. THE CONTRACTOR SHALL FIELD ADJUST WATERMAIN TO AVOID CONFLICTS WITH
SANITARY SEWER, STORM SEWER, AND SERVICES AS REQUIRED. INSULATION OF WATER AND
SANITARY SEWER LINES SHALL BE PROVIDED WHERE 7.5 FEET MINIMUM DEPTH CAN NOT BE
ATTAINED.
7.ALL FIRE HYDRANTS SHALL BE LOCATED 5 FEET BEHIND BACK OF CURB OR EDGE OF PAVEMENT
UNLESS OTHERWISE NOTED.
8.PROPOSED PIPE MATERIALS:
WATERMAIN CL 52 DIP (POLY WRAPPED)6" DIAMETER
SANITARY SEWER PVC SDR 35 & SCH 40 6" DIAMETER
STORM SEWER PVC SCH 40, HDPE, & RCP 12" TO 15" DIAMETER
9.ALL PORTIONS OF THE STORM SEWER SYSTEM, INCLUDING CATCH BASINS, LOCATED WITHIN 10
FEET OF THE BUILDING OR WATER SERVICE LINE MUST BE TESTED ACCORDANCE WITH MINNESOTA
RULES, PART 4715.2820
10.ALL JOINTS AND CONNECTIONS IN THE STORM SEWER SYSTEM SHALL BE GASTIGHT OR
WATERTIGHT (SEE MINNESOTA RULES, PART 4715.0700). APPROVED RESILIENT RUBBER JOINTS MUST
BE USED TO MAKE WATERTIGHT CONNECTIONS TO MANHOLES, CATCHBASINS, AND OTHER
STRUCTURES.
11.HIGH-DENSITY POLYETHYLENE (HDPE) STORM DRAINS MUST COMPLY WITH MINNESOTA RULES,
PART 4715.0540:
a.PIPES 4-INCH TO 10-INCH IN SIZE MUST COMPLY WITH AASHTO M252.
b.PIPES 12-INCH TO 60-INCH IN SIZE MUST COMPLY WITH ASTM F2306.
c.ALL FITTINGS MUST COMPLY WITH ASTM D3212.
d.WATER-TIGHT JOINTS MUST BE USED AT ALL CONNECTIONS INCLUDING STRUCTURES.
12. CONTRACTOR AND MANHOLE FABRICATOR SHALL SUMP (LOWER) ALL STORM SEWER CATCH BASIN
CASTINGS WITHIN PAVED AREAS 0.16 FEET OR 2-INCHES BELOW THE RIM ELEVATION DEPICTED ON
THE UTILITY PLAN.
13.ALL STREET REPAIRS AND PATCHING SHALL BE PERFORMED PER THE REQUIREMENTS OF THE CITY.
ALL TRAFFIC CONTROL SHALL BE PROVIDED BY THE CONTRACTOR AND SHALL BE ESTABLISHED PER
THE REQUIREMENTS OF THE MINNESOTA MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES
(MMUTCD) AND THE CITY. THIS SHALL INCLUDE ALL SIGNAGE, BARRICADES, FLASHERS AND
FLAGGERS AS NEEDED. ALL PUBLIC STREETS SHALL BE OPEN TO TRAFFIC AT ALL TIMES. NO ROAD
CLOSURES SHALL BE PERMITTED WITHOUT THE EXPRESSED AUTHORITY OF OF THE CITY.
14.THE CITY SHALL OPERATE ALL GATE VALVES.
15.CONNECTIONS TO EXISTING MANHOLES SHALL BE MADE BY CORE DRILLING THE MANHOLE AT THE
PROPOSED INVERT ELEVATIONS AND INSTALLING A RUBBER BOOT. GROUT IN THE BOOT AND AN
INVERT FOR THE NEW SEWER LINE.
16.PIPE LENGTHS SHOWN ON THE PLAN DO NOT INCLUDE THE APRON SECTION.
17.WATERMAIN PIPE SHALL BE DIP CLASS 52, INSTALLED WITH 7.5 FEET OF COVER TO TOP PIPE.
FITTINGS SHALL BE COMPACT TYPE. PIPE AND FITTINGS SHALL HAVE A CEMENT MORTAR LINING.
CONDUCTIVITY SHALL BE PROVIDED BY WELDED STRAPS ACROSS EACH JOIN.T
18.TRENCH COMPACTION SHALL BE 95% STANDARD PROCTOR DENSITY IN THE AREA FROM THE PIPE
ZONE TO WITHIN 3 FEET OF FINISHED GRADE AND 100% IN FINAL 3 FEET OF THE BACKFILL TO
FINISH GRADE.
UTILITY NOTES
UTILITY PLAN
C4-1
UTILITY STRUCTURE SCHEDULE
STRUCTURE NO.CASTING MANHOLE SIZE
CBMH 103
48"
CB 104
48"
2'x3'
CBMH 101 R-3067
15"FES 100
FES 200 18"
CBMH 102 48"R-3067
R-3067
R-3067
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.
PLANNING
CIVIL ENGINEERING
LAND SURVEYING
LANDSCAPE ARCHITECTURE
ENVIRONMENTAL
7200 Hemlock Lane, Suite 300
Maple Grove, MN 55369
763.424.5505
www.loucksinc.com
Plotted: 05 /10 / 2022 1:28 PMW:\2021\21210\CADD DATA\CIVIL\_dwg Sheet Files\C8-1 Civil DetailsOUCKSL
QUALITY CONTROL
PROFESSIONAL SIGNATURE
SUBMITTAL/REVISIONS
CADD QUALIFICATION
PARK DENTAL
ST. CROIX
VALLEY
OAK PARK HEIGHTS, MINNESOTA
PARK DENTAL GROUP
2200 COUNTY ROAD C WEST,
SUITE 2210 ROSEVILLE, MN 55113
9/14/21 CITY SUBMITTAL
11/3/21 REV. WATERSHED SUB
12/15/21 CD SET
02/17/22 CCD #1
05/10/22 CCD #4
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
Project Lead
Drawn By
Checked By
Loucks Project No.
41352
21210
VJV
ZHW
VJV
05/10/22
12/01/21
ALTA/NSPS1
LAND TITLE SURVEY
SITE PLANC2-1
GRADING PLANC3-1
SWPPP & NOTESC3-2 - C3-3
UTILITY PLANC4-1
DETAILSC8-1 - C8-3
LANDSCAPE PLANL1-1
DEMOLITION PLANC1-2
LANDSCAPE DETAILSL2-1
TREE INVENTORY PLANL0-1
CIVIL DETAILS
C8-1
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.
PLANNING
CIVIL ENGINEERING
LAND SURVEYING
LANDSCAPE ARCHITECTURE
ENVIRONMENTAL
7200 Hemlock Lane, Suite 300
Maple Grove, MN 55369
763.424.5505
www.loucksinc.com
Plotted: 05 /10 / 2022 1:28 PMW:\2021\21210\CADD DATA\CIVIL\_dwg Sheet Files\C8-1 Civil DetailsOUCKSL
QUALITY CONTROL
PROFESSIONAL SIGNATURE
SUBMITTAL/REVISIONS
CADD QUALIFICATION
PARK DENTAL
ST. CROIX
VALLEY
OAK PARK HEIGHTS, MINNESOTA
PARK DENTAL GROUP
2200 COUNTY ROAD C WEST,
SUITE 2210 ROSEVILLE, MN 55113
9/14/21 CITY SUBMITTAL
11/3/21 REV. WATERSHED SUB
12/15/21 CD SET
02/17/22 CCD #1
05/10/22 CCD #4
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
Project Lead
Drawn By
Checked By
Loucks Project No.
41352
21210
VJV
ZHW
VJV
05/10/22
12/01/21
ALTA/NSPS1
LAND TITLE SURVEY
SITE PLANC2-1
GRADING PLANC3-1
SWPPP & NOTESC3-2 - C3-3
UTILITY PLANC4-1
DETAILSC8-1 - C8-3
LANDSCAPE PLANL1-1
DEMOLITION PLANC1-2
LANDSCAPE DETAILSL2-1
TREE INVENTORY PLANL0-1
CIVIL DETAILS
C8-2
SLOPE GUTTER TO MATCH
PARKING LOT DRAINAGE
(3/4" PER FT. TYP.)
TIP GUTTER OUT AS REQ'D
PAVEMENT SECTION VARIES
MIN. OF 4"
3/8 " LIP
MINIMUM 1' BEHIND
BACK OF CURBAGG. BASE UNDER
CURB (IF TOTAL
THICKNESS OF
SECTION ALLOWS)
7"
12"8"
AGG. BASE
VARIES
1/2" RAD.
20"
FLAT CURB AND
GUTTER (12")
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.
4.THE GAP BETWEEN THE SIDEWALK AND CONCRETE CURB (B612
OR FLUSH CURB) TO BE A MAXIMUM OF 14" WITH TYPICAL
PRE-MOLDED EXPANSION JOINT MATERIAL - NO PLASTIC INSETS
DRAWN 2/2016
LOUCKS PLATE NO.
2012LOUCKS
STANDARD GUTTER
8"A
6"
13.5"
12" 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.
4.THE GAP BETWEEN THE SIDEWALK AND CONCRETE CURB (B612
OR FLUSH CURB) TO BE A MAXIMUM OF 14" WITH TYPICAL
PRE-MOLDED EXPANSION JOINT MATERIAL - NO PLASTIC INSETS.
DRAWN 2/2016
LOUCKS PLATE NO.
2009LOUCKS
CONCRETE SIDEWALK
SECTION
4" CONCRETE WALK
MN/DOT 2521
4" GRANULAR MATERIAL
MN/DOT 3149
DRAWN 12/2016
LOUCKS PLATE NO.
2034LOUCKS
1.5" BIT. WEAR COURSE,
MN/DOT 2360 SPWEA240F
TACK COAT, MN/DOT 2357
2" BIT. NON-WEAR COURSE,
MN/DOT 2360 SPNWB230E
6" AGG. BASE, CLASS 5 OR 6 MN/DOT 3138
APPROVED SUBGRADE
FINISHED GRADE
STANDARD BITUMINOUS
PAVEMENT SECTION
PAVEMENT SECTION BASED ON
GEOTECHNICAL REPORT BY AMERICAN
ENGINEERING TESTING INC., DATED
AUGUST 3, 2021
DRAWN 12/2016
LOUCKS PLATE NO.
2031LOUCKS
XX" BIT. WEAR COURSE,
MN/DOT 2360 SPWEA240B
TACK COAT, MN/DOT 2357
XX" BIT. NON-WEAR COURSE,
MN/DOT 2360 SPNWB230B
XX" AGG. BASE, CLASS 5 OR 2 MN/DOT 3138
APPROVED SUBGRADE
FINISHED GRADE
HEAVY DUTY BITUMINOUS
PAVEMENT SECTION
PAVEMENT SECTION BASED ON
GEOTECHNICAL REPORT BY AMERICAN
ENGINEERING TESTING INC., DATED
AUGUST 3, 2021
DRAWN 12/2016
LOUCKS PLATE NO.
2032LOUCKS
RIBBON CURB
MAXIMUM 1/4" LIP
10-FT CURB
TRANSITION
FROM 6" TO 0"
10-FT CURB
TRANSITION
FROM 6" TO 0"
B612 CURB & GUTTER
6" CURB HEIGHT
B612 CURB & GUTTER
6" CURB HEIGHT
RAISE BITUMINOUS TO
PROVIDE A TRANSITION FROM
6" HIGH CURB TO
0" HIGH RIBBON CURB IN 10'.
BOTH SIDES OF ACCESSIBLE STALLS.
SIDEWALK TO BE
FLUSH WITH PAVEMENT
CURB / BITUMINOUS
TRANSITION
DRAWN 12/2016
LOUCKS PLATE NO.
2043LOUCKS
6" COMPACTED AGGREGATE BASE CL. 5 OR 2
MN/DOT 3138
APPROVED SUBGRADE
FINISHED GRADE
7" CONCRETE MN/DOT 2301
CONCRETE PAVEMENT
SECTION
NOTES:
1.CONCRETE 6" THICK OR LESS SHALL BE REINFORCED WITH WELDED WIRE
FABRIC OR REINFORCING BARS. CONCRETE 7" THICK OR GREATER SHALL
BE REINFORCED PER GEOTECHNICAL RECOMMENDATIONS.
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.
DRAWN 12/2016
LOUCKS PLATE NO.
2033LOUCKS TYPICAL ADA PARKING
STALL STRIPING
DRAWN 03/2017
LOUCKS PLATE NO.
2037LOUCKS
LCC
4" WIDE PAINTED
LINES, TRAFFIC
WHITE
4" WIDE PAINTED LINES,
18" O.C., @ 45 DEG. TRAFFIC WHITE
(AISLE TO CONTAIN THE DESIGNATION
"NO PARKING" COMPLYING WITH
MSBC 1341.0502 IF ACCESS AISLE
SIGNS ARE NOT SHOWN
REFER TO SITE PLAN FOR ADA
PARKING SIGN LOCATION
REFER TO SITE PLAN FOR
ACCESS AISLE SIGN LOCATION
(AISLE TO CONTAIN THE DESIGNATION
"NO PARKING" COMPLYING WITH
MSBC 134.0502 IF ACCESS AISLE
SIGNS ARE NOT SHOWN)
REFER TO SITE PLAN
FOR STALL DIMENSIONS
40"PROVIDE PAINTED
INTERNATIONAL SYMBOL OF
ACCESSIBILITY AT EACH
DESIGNATED HANDICAP
PARKING STALL. CENTER
SYMBOL IN STALL.
HC SIGNAGE PER MINNESOTA
RULES 1341.0502
ALL LINES 4" WIDE
8" DIAMETER
NOT TO SCALE
67.5°
5°
36"
TRAFFIC SIGN
3#/FT.
3#/FT.
TRAFFIC SIGN SPECIFICATIONS
STOP SIGN SHALL BE R1-1, 30"X30" OR AS
DIRECTED BY ENGINEER.
MATERIAL
ALUMINUM SHALL BE 5052-H38 OR 6061-T6
ALLOY.
GAUGE SHALL BE 0.080 ON THE LONGEST
SIDE UP TO 30", 0.100 ON THE LONGEST SIDE
OVER 30".
REFLECTIVE SHEETING SHALL BE DIAMOND
GRADE VIP.
ALL SIGNS SHALL CONFORM TO MN/DOT
3352, SIGNS, DELINEATORS AND MARKERS -
STANDARD SPECIFICATIONS FOR
CONSTRUCTION.
CHANNEL POST SPECIFICATIONS
STEEL CHANNEL POSTS SHALL WEIGH 3LB.
/FT.
POSTS SHALL BE OF THE 4-RIB DESIGN,
GALVANIZED AND PUNCHED ON 1" CENTERS.3'-0"7'-0"IF INSTALLED IN PAVEMENT, INSTALL
V-LOC ANCHOR OR APPROVED EQUAL.
DRAWN 12/2016
LOUCKS PLATE NO.
2041LOUCKS
VAN
ACCESSIBLE
60" - 66"48"12" DIA.36"TYPICAL ADA PARKING
SIGN / BOLLARD COMBO
12x18" STANDARD HANDICAP PARKING
SIGN WITH SEPARATE 'VAN ACCESSIBLE'
PANEL. WHITE LEGEND ON BLUE
BACKGROUND. USE HARDWARE PER
SIGN SUPPLIER'S RECOMMENDATIONS.
HC SIGNAGE PER MINNESOTA
RULES 1341.0502
12x6" STANDARD 'VAN
ACCESSIBLE' PANEL. WHITE
LEGEND ON BLUE BACKGROUND
2" DIA. 6' LONG MIN.
GALVANIZED SCHEDULE 40
STEEL PIPE. EMBED IN
CONCRETE FILLED BOLLARD
6" DIA. SCHEDULE 40
GALVENZIED STEEL PIPE 6'
LONG MINIMUM
HEAVY DUTY HDPE DOME TOP
DECORATIVE SLEEVE BLUE IN COLOR.
AVAILABLE FROM
BOLLARDSNSLEEVES.COM OR EQUAL.
COMPACTED OR
UNDISTURBED SUBGRADE.
NOTES:
1.BOLLARDS TO BE PLACED 12" BEHIND
BACK OF CURB.
2.MAINTAIN PLUMB UNTIL CONCRETE IS
SUFFICIENTLY CURED.
3.HOLD CONCRETE FOOTING BELOW
GRADE OF FINISHED CONCRETE TO
CREATE FINAL PAVING PATTERN AS
SHOWN ON PLANS.
DRAWN 12/2016
LOUCKS PLATE NO.
2038LOUCKS6"PARKING
VEHICLE ID
REQUIRED
UP TO $200 FINE
FOR VIOLATION
HARD SURFACE PUBLIC ROAD
2' MINIMUM
1" TO 2" WASHED ROCK
50
'
M
I
N
I
M
U
M
AS R
E
Q
UI
R
E
D4:1
4:1
6" MINIMUM
ROCK ENTRANCE TO
CONSTRUCTION SITE
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.
3004LOUCKS
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.
PLANNING
CIVIL ENGINEERING
LAND SURVEYING
LANDSCAPE ARCHITECTURE
ENVIRONMENTAL
7200 Hemlock Lane, Suite 300
Maple Grove, MN 55369
763.424.5505
www.loucksinc.com
Plotted: 05 /10 / 2022 1:28 PMW:\2021\21210\CADD DATA\CIVIL\_dwg Sheet Files\C8-1 Civil DetailsOUCKSL
QUALITY CONTROL
PROFESSIONAL SIGNATURE
SUBMITTAL/REVISIONS
CADD QUALIFICATION
PARK DENTAL
ST. CROIX
VALLEY
OAK PARK HEIGHTS, MINNESOTA
PARK DENTAL GROUP
2200 COUNTY ROAD C WEST,
SUITE 2210 ROSEVILLE, MN 55113
9/14/21 CITY SUBMITTAL
11/3/21 REV. WATERSHED SUB
12/15/21 CD SET
02/17/22 CCD #1
05/10/22 CCD #4
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
Project Lead
Drawn By
Checked By
Loucks Project No.
41352
21210
VJV
ZHW
VJV
05/10/22
12/01/21
ALTA/NSPS1
LAND TITLE SURVEY
SITE PLANC2-1
GRADING PLANC3-1
SWPPP & NOTESC3-2 - C3-3
UTILITY PLANC4-1
DETAILSC8-1 - C8-3
LANDSCAPE PLANL1-1
DEMOLITION PLANC1-2
LANDSCAPE DETAILSL2-1
TREE INVENTORY PLANL0-1
2
1
EMERGENCY OVERFLOW-
CLASS 2 RIP RAP OVER
GEOTEXTILE FABRIC
AS SPE
C
I
F
I
E
D
6' MI
N.
BASIN OVERFLOW
TOP OF BERM
OVERFLOW ELEVATION
AS SPECIFIED
PONDING
AREA
PROTECT SLOPE WITH RIP
RAP & FABRIC.
AS SPECIFIED
DRAWN 2/2016
LOUCKS PLATE NO.
3010LOUCKS
CIVIL DETAILS
C8-3
48"
928.61
931 .61931 .61
934.37 *VERIFY RIM & INVERT
ELEVATIONS WITH
UTILITY PLAN.
GRASS PRE-TREATMENT STRIP
UNDISTURBED, UNCOMPACTED
INSITU SOIL
MULCH
(MnDOT TYPE 1)
LAYERED MEDIA SECTION
TOP 6" - MEDIA MIX C
MIDDLE 8" - ASTM 33 SAND
BOTTOM 10" - ASTM 33 SAND WITH 5% IRON FILLING BY VOLUME D6" PERFORATED UNDERDRAIN OUTLET PIPE.24"3H:1L MAX.
DEPTH REQUIRED TO DRAIN
PRACTICE IN 48 HOURS OR LESS
1.5' MAXIMUM
2' CLAY LINER MEETING MPCA
LEVEL 2 LINER SPECIFICATIONS
NON-WOVEN GEOTEXTILE (MnDOT TYPE 1)
OVER GRAVEL BLANKET - EXTENDING 1-2'
FROM UNDERDRAIN PIPE SIDES.
UNDERDRAIN GRAVEL BLANKET
1-1.5" DOUBLE WASHED STONE OR
14"-12" WASHED RIVER RUN PEA GRAVEL
1-2'
FILTRATION BASIN
CONSTRUCTION SEQUENCING FOR BASIN
1. INSTALL APPROPRIATE TEMPORARY EROSION CONTROL DEVICES TO PREVENT SEDIMENT FROM LEAVING OR ENTERING
THE PRACTICE DURING CONSTRUCTION.
2. ALL DOWN GRADIENT PERIMETER CONTROL BMP'S MUST BE IN PLACE BEFORE ANY GRADIENT AND DISTURBING
ACTIVITY BEGINS.
3. PERFORM CONTINUOUS INSPECTIONS OF EROSION CONTROL PRACTICES.
4. IF FILTRATION BASIN IS BEING USED AS TEMPORARY SEDIMENT BASIN DURING CONSTRUCTION,
LEAVE A MINIMUM OF 1' COVER OVER THE PRACTICE TO PROTECT THE UNDERLYING SOILS FROM CLOGGING.
5. COMPLETE, STABILIZE, AND VEGETATE ALL OTHER SITE IMPROVEMENTS.
6. CONSTRUCT AND VEGETATE FILTRATION DEVICE FOLLOWING STABILIZATION OF CONTRIBUTING DRAINAGE AREA. ENSURE
THAT CRITICAL ELEVATIONS, SUCH AS UNDERDRAIN INVERT, TOP OF MULCH, AND INVERT OF OVERFLOW STRUCTURE ARE CORRECT.
7. REMOVE TEMPORARY EROSION CONTROL DEVICES AFTER THE CONTRIBUTING DRAINAGE AREA IS ADEQUATELY ESTABLISHED.
GEBERAL NOTES
1. IN THE EVENT THAT SEDIMENT IS INTRODUCED INTO THE BMP DURING OR
IMMEDIATELY FOLLOWING EXCAVATION,
THIS MATERIAL SHALL BE REMOVED FROM THE PRACTICE PRIOR TO
CONTINUING CONSTRUCTION.
2. SEE MINNESOTA STORMWATER MANUAL FOR SUBGRADE PREPARATION.
NOTES:
6" HUB WITH THREADED PVC PLUG - DO NOT GLUE
CASTING MAY BE REQUIRED SEE SPECIFICATIONS
END OF LINE CLEANOUT IN LINE CLEANOUT
PVC LONG SWEEP
BEND SCH. 40
ONE PIECE 6" PVC
SCH. 40 CLEANOUT
RISER
DRAINTILE
CLEAN-OUT STRUCTURE
10' GREEN ENAMEL U-CHANNEL
FENCE POST W/ TOP 6 INCHES
WRAPPED WITH 3M SCOTCHLITE
REFLECTIVE TAPE OR EQUAL.
DRAWN 2/2016
LOUCKS PLATE NO.
4315LOUCKS