Plans Revised 10-09-2014Client
Project
Location
Certification
Sheet Title
Summary
Revision History
Sheet No.Revision
Project No.
Date Submittal / RevisionNo.By
Designed:Drawn:
Approved:Book / Page:
Phase:Initial Issued:
THE DRIESSEN
GROUP, LLC
4999 FRANCE AVE. S., SUITE 216
EDINA, MN 55410
DAKOTA RETAIL
CHANHASSEN,
MN
DAKOTA AVENUE AND HWY. 5
MCA EPF / CKJ
E
CEN19486
Registration No.
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.
If applicable, contact us for a wet signed copy of this
plan which is available upon request at Sambatek, Inc.,
Minnetonka, MN office.
Date:23450
Mark C. Anderson
08/25/2014
A 07/17/14 CKJ City comments
B 07/28/14 EPF Site/Grading/Utility Revisions
C 08/08/14 EPF Phase I Grading
D 08/25/14 CKJ For Permit
E 10/09/14 CKJ Starbucks Comments
Oct 10, 2014 - 3:00pm - User:576 L:\PROJECTS\CEN19486\dwg\Civil\Preliminary\19486-C1.01-TITLE.dwg
C1.01
TITLE SHEET
GEOTECHNICAL
BRAUN INTERTEC
11001 HAMPSHIRE AVE S.
MINNEAPOLIS, MN 55438
TEL 952-995-2000
FAX 952-995-2020
CONTACT: JOSH VAN ABEL
DEVELOPER/OWNER
THE DRIESSEN GROUP, LLC
4999 FRANCE AVE. S., SUITE 216
EDINA, MN 55410
TEL 612-313-0105
FAX 612-338-8971
CONTACT: VINCE DRIESSEN
ARCHITECT
MOHAGEN HANSEN ARCHITECTURAL GROUP
1000 TWELVE OAKS CENTER DRIVE #200
WAYZATA, MN 55391
TEL 952-426-7400
FAX952-426-7440
CONTACT: JENNIFER KAPLAN, AIA
CIVIL ENGINEER
SAMBATEK, INC.
12800 WHITEWATER DRIVE, SUITE 300
MINNETONKA, MN 55343
TEL 763-476-6010
FAX 763-476-8532
CONTACT: MARK ANDERSON, PE
LANDSCAPE ARCHITECT
SAMBATEK, INC.
12800 WHITEWATER DRIVE, SUITE 300
MINNETONKA, MN 55343
TEL 763-476-6010
FAX 763-476-8532
CONTACT: WILLIAM DELANEY, RLA
SURVEYOR
SAMBATEK, INC.
12800 WHITEWATER DRIVE, SUITE 300
MINNETONKA, MN 55343
TEL 763-476-6010
FAX 763-476-8532
CONTACT: MARCUS HAMPTON, RLS
for
Site Development Plans
Dakota Retail
The Driessen Group, LLC
Chanhassen, Minnesota
Presented by:
NO SCALE
VICINITY MAP
SITE
CONSULTANT CONTACT LIST:
SHEET INDEX
SHEET DESCRIPTION
C1.01 TITLE SHEET
C2.01 EXISTING CONDITIONS
C2.02 DEMOLITION PLAN
C3.01 CIVIL SITE PLAN
C4.01 GRADING AND DRAINAGE PLAN
C5.01 EROSION & SEDIMENT CONTROL PLAN - PHASE I
C5.02 EROSION & SEDIMENT CONTROL PLAN - PHASE II
C5.03 EROSION & SEDIMENT CONTROL PLAN - DETAILS
C5.04 EROSION & SEDIMENT CONTROL PLAN - SWPPP
C5.05 EROSION & SEDIMENT CONTROL PLAN - SWPPP
C6.01 UTILITY PLAN
C9.01 CONSTRUCTION DETAILS
C9.02 CONSTRUCTION DETAILS
L1.01 SITE LANDSCAPE PLAN
L1.02 SITE LANDSCAPE DETAILS
L2.01 IRRIGATION DESIGN BUILD PARAMETERS
S1.01 PPRELIMINARY PLAT
SCALE IN FEET
0 4020
Client
Project
Location
Certification
Sheet Title
Summary
Revision History
Sheet No.Revision
Project No.
Date Submittal / RevisionNo.By
Designed:Drawn:
Approved:Book / Page:
Phase:Initial Issued:
THE DRIESSEN
GROUP, LLC
4999 FRANCE AVE. S., SUITE 216
EDINA, MN 55410
DAKOTA RETAIL
CHANHASSEN,
MN
DAKOTA AVENUE AND HWY. 5
MCA EPF / CKJ
E
CEN19486
Registration No.
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.
If applicable, contact us for a wet signed copy of this
plan which is available upon request at Sambatek, Inc.,
Minnetonka, MN office.
Date:23450
Mark C. Anderson
08/25/2014
A 07/17/14 CKJ City comments
B 07/28/14 EPF Site/Grading/Utility Revisions
C 08/08/14 EPF Phase I Grading
D 08/25/14 CKJ For Permit
E 10/09/14 CKJ Starbucks Comments
Oct 10, 2014 - 3:00pm - User:576 L:\PROJECTS\CEN19486\dwg\Civil\Preliminary\19486-C2.01-EXCON.dwg
C2.01
EXISTING
CONDITIONS
FOUND MONUMENT
SET MONUMENT
ELECTRIC METER
LIGHT
SANITARY SEWER
STORM SEWER
WATERMAIN
FLARED END SECTION
ELECTRIC TRANSFORMERAIR CONDITIONER
GUY ANCHOR
HANDICAP STALL
UTILITY POLE
GUARD POST
BOLLARD
SIGN
TELEPHONE PEDESTAL
UE
UT
UG GAS METER
OVERHEAD WIREOW
CHAIN LINK FENCE
IRON FENCE
WIRE FENCE
WOOD FENCE
EASEMENT LINE
SETBACK LINE
RIGHT OF ACCESS
BUILDING LINE
BUILDING CANOPY
CONCRETE CURB
BITUMINOUS SURFACE
CONCRETE SURFACE
LANDSCAPE SURFACE
DECIDUOUS TREE
CONIFEROUS TREE
LEGEND
NOTE:
THE BACKGROUND TOPOGRAPHIC
INFORMATION WAS PROVIDED BY:
ADVANCE SURVEYING & ENGINEERING, CO.
5200 S. HWY. No. 101
MINNETONKA, MN 55345
PHONE: (952) 474-7964
FAX: (952) 474-7964
DATED: 12-11-2007
REFER TO PLAT PERFORMED BY SAMBATEK FOR
BOUNDARY AND PROPERTY INFORMATION.
SCALE IN FEET
0 4020
Client
Project
Location
Certification
Sheet Title
Summary
Revision History
Sheet No.Revision
Project No.
Date Submittal / RevisionNo.By
Designed:Drawn:
Approved:Book / Page:
Phase:Initial Issued:
THE DRIESSEN
GROUP, LLC
4999 FRANCE AVE. S., SUITE 216
EDINA, MN 55410
DAKOTA RETAIL
CHANHASSEN,
MN
DAKOTA AVENUE AND HWY. 5
MCA EPF / CKJ
E
CEN19486
Registration No.
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.
If applicable, contact us for a wet signed copy of this
plan which is available upon request at Sambatek, Inc.,
Minnetonka, MN office.
Date:23450
Mark C. Anderson
08/25/2014
A 07/17/14 CKJ City comments
B 07/28/14 EPF Site/Grading/Utility Revisions
C 08/08/14 EPF Phase I Grading
D 08/25/14 CKJ For Permit
E 10/09/14 CKJ Starbucks Comments
Oct 10, 2014 - 3:00pm - User:576 L:\PROJECTS\CEN19486\dwg\Civil\Preliminary\19486-C2.01-EXCON.dwg
C2.02
DEMOLITION
PLAN
FOUND MONUMENT
SET MONUMENT
ELECTRIC METER
LIGHT
SANITARY SEWER
STORM SEWER
WATERMAIN
FLARED END SECTION
ELECTRIC TRANSFORMERAIR CONDITIONER
GUY ANCHOR
HANDICAP STALL
UTILITY POLE
GUARD POST
BOLLARD
SIGN
TELEPHONE PEDESTAL
UE
UT
UG GAS METER
OVERHEAD WIREOW
CHAIN LINK FENCE
IRON FENCE
WIRE FENCE
WOOD FENCE
EASEMENT LINE
SETBACK LINE
RIGHT OF ACCESS
BUILDING LINE
BUILDING CANOPY
CONCRETE CURB
BITUMINOUS SURFACE
CONCRETE SURFACE
LANDSCAPE SURFACE
DECIDUOUS TREE
CONIFEROUS TREE
LEGEND1.DEMOLITION NOTES ARE FOR CLARIFICATION ONLY AND ARE SHOWN FOR THE CONTRACTOR'S BENEFIT. THESE NOTES ARE NOT
INTENDED TO TO BE COMPREHENSIVE. THE CONTRACTOR SHALL VERIFY THE LOCATION OF ALL ON SITE UTILITIES AND REMOVE
OR RELOCATE ALL EXISTING ON-SITE IMPROVEMENTS NECESSARY TO ACCOMMODATE THE PROPOSED CONSTRUCTION.
2.THE DESIGN SHOWN IS BASED UPON THE ENGINEER'S UNDERSTANDING OF THE EXISTING CONDITIONS. IF CONTRACTOR DOES
NOT ACCEPT EXISTING TOPOGRAPHY AS SHOWN ON THE PLANS WITHOUT EXCEPTION, HE SHALL HAVE MADE, AT HIS OWN
EXPENSE, A TOPOGRAPHIC SURVEY BY A REGISTERED LAND SURVEYOR AND SUBMIT IT TO THE OWNER FOR REVIEW.
3.THE CONTRACTOR IS RESPONSIBLE FOR THE DEMOLITION, REMOVAL, AND DISPOSING IN A LOCATION APPROVED BY ALL
GOVERNING AUTHORITIES AND IN ACCORDANCE WITH APPLICABLE CODES, OF ALL STRUCTURES, PADS, WALLS, FLUMES,
FOUNDATIONS, PARKING, DRIVES, DRAINAGE STRUCTURES, UTILITIES, ETC., SUCH THAT THE IMPROVEMENTS SHOWN ON THE
REMAINING PLANS CAN BE CONSTRUCTED. REFER TO THE GEOTECHNICAL REPORT PERFORMED BY BRAUN INTERTEC FOR
BACKFILLING AND COMPACTION REQUIREMENTS.
4.THE CONTRACTOR IS RESPONSIBLE FOR REMOVING ALL DEBRIS FROM THE SITE AND DISPOSING THE DEBRIS IN A LAWFUL
MANNER. THE CONTRACTOR IS RESPONSIBLE FOR OBTAINING ALL PERMITS REQUIRED FOR DEMOLITION AND DISPOSAL.
5.THE CONTRACTOR SHALL COORDINATE WITH RESPECTIVE UTILITY COMPANIES PRIOR TO THE REMOVAL AND/OR RELOCATION
OF UTILITIES. CONTRACTOR SHALL PAY CLOSE ATTENTION TO EXISTING UTILITIES WITHIN THE RIGHT OF WAY DURING
CONSTRUCTION. THE CONTRACTOR SHALL COORDINATE WITH THE UTILITY COMPANY CONCERNING PORTIONS OF WORK WHICH
MAY MAY BE PERFORMED BY THE UTILITY COMPANY'S FORCES AND ANY FEES WHICH ARE TO BE PAID TO THE UTILITY COMPANY
FOR THEIR SERVICES. THE CONTRACTOR IS RESPONSIBLE FOR PAYING ALL FEES AND CHARGES.
6.THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATIONS OF ALL EXISTING UTILITIES SHOWN ON THIS PLAN HAVE
BEEN DETERMINED FROM THE BEST INFORMATION AVAILABLE AND ARE GIVEN FOR THE CONVENIENCE OF THE CONTRACTOR.
THE ENGINEER ASSUMES NO RESPONSIBILITY FOR THEIR ACCURACY. PRIOR TO THE START OF ANY DEMOLITION ACTIVITY, THE
CONTRACTOR SHALL NOTIFY THE UTILITY COMPANIES AT LEAST 72 HOURS BEFORE ANY EXCAVATION FOR ON-SITE LOCATIONS
OF EXISTING UTILITIES.
7.ALL EXISTING SEWERS, PIPING, AND UTILITIES SHOWN ARE NOT TO BE INTERPRETED AS THE EXACT LOCATION, OR AS THE ONLY
OBSTACLES THAT MAY OCCUR ON THE SITE. VERIFY EXISTING CONDITIONS AND PROCEED WITH CAUTION AROUND ANY
ANTICIPATED FEATURES. GIVE NOTICE TO ALL UTILITY COMPANIES REGARDING DESTRUCTION AND REMOVAL OF ALL SERVICE
LINES AND CAP ALL LINES BEFORE PROCEEDING WITH THE WORK. UTILITIES DETERMINED TO BE ABANDONED SHALL BE
REMOVED IF UNDER THE BUILDING INCLUDING 10' BEYOND FOUNDATIONS.
8.CONTINUOUS ACCESS SHALL BE MAINTAINED FOR THE SURROUNDING PROPERTIES AT ALL TIMES DURING DEMOLITION OF THE
EXISTING FACILITIES. IF CONTINUOUS ACCESS CANNOT BE MAINTAINED, THE PROPERTY OWNER OR MANAGER SHALL BE
NOTIFIED A MINIMUM OF 48-HOURS IN ADVANCE OF INTERRUPTION. ALL ACCESS INTERRUPTING ACTIVITIES SHALL TAKE PLACE
DURING OFF-PEAK TIMES.
9.PRIOR TO DEMOLITION OCCURRING, EROSION CONTROL DEVICES ARE TO BE INSTALLED.
10.SHOULD REMOVAL AND/OR RELOCATION ACTIVITIES DAMAGE FENCING, LIGHTING AND/OR STORM INLET STRUCTURES, THE
CONTRACTOR SHALL PROVIDE NEW MATERIALS/STRUCTURES IN ACCORDANCE WITH THE CONTRACT DOCUMENTS. EXCEPT FOR
MATERIALS DESIGNED TO BE RELOCATED ON THIS PLAN, ALL OTHER CONSTRUCTION MATERIALS SHALL BE NEW.
11.CONTRACTOR SHALL LIMIT SAW-CUT & PAVEMENT REMOVAL TO ONLY THOSE AREAS WHERE IT IS REQUIRED AS SHOWN ON
THESE CONSTRUCTION PLANS BUT IF ANY DAMAGE IS INCURRED ON ANY OF THE SURROUNDING PAVEMENT, ETC. THE
CONTRACTOR SHALL BE RESPONSIBLE FOR ITS REMOVAL AND REPAIR.
12.CONTRACTOR TO PROTECT EXISTING FEATURES WHICH ARE TO REMAIN. DAMAGE TO ANY EXISTING CONDITIONS TO REMAIN
WILL BE REPLACED AT CONTRACTOR'S EXPENSE.
13.WATER AND SEWER SERVICES TO BE REMOVED TO THE MAIN. RESTORE STREET TO EXISTING CONDITIONS.
DEMOLITION NOTES
POWER POLE
RELOCATED BY OTHERS
CONTRACTOR TO
COORDINATE
REMOVE EXISTING
BUILDING/PAVEMENT/FEATURE
SAWCUT EXISTING
PAVEMENT
REMOVE EXISTING
FEATURE CURB TO BE REMOVED
DEMOLITION LEGEND
SCALE IN FEET
0 4020
Client
Project
Location
Certification
Sheet Title
Summary
Revision History
Sheet No.Revision
Project No.
Date Submittal / RevisionNo.By
Designed:Drawn:
Approved:Book / Page:
Phase:Initial Issued:
THE DRIESSEN
GROUP, LLC
4999 FRANCE AVE. S., SUITE 216
EDINA, MN 55410
DAKOTA RETAIL
CHANHASSEN,
MN
DAKOTA AVENUE AND HWY. 5
MCA EPF / CKJ
E
CEN19486
Registration No.
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.
If applicable, contact us for a wet signed copy of this
plan which is available upon request at Sambatek, Inc.,
Minnetonka, MN office.
Date:23450
Mark C. Anderson
08/25/2014
A 07/17/14 CKJ City comments
B 07/28/14 EPF Site/Grading/Utility Revisions
C 08/08/14 EPF Phase I Grading
D 08/25/14 CKJ For Permit
E 10/09/14 CKJ Starbucks Comments
EXISTING USE
INTENDED USE
EXISTING ZONING
AREA SUMMARY
SIZE OF PARCEL
GROSS FLOOR AREA
BUILDING COVERAGE (8,000 SF)
PERCENT COVERED BY PARKING / SIDEWALK (33,976 SF)
TOTAL IMPERVIOUS SURFACE COVERAGE
PROJECTED NUMBER OF EMPLOYEES
NUMBER OF SEATS FOR RESTAURANT
PARKING
STALLS REQUIRED (1/200 SF)
PARKING STALLS PROVIDED
HEIGHT OF BUILDING STRUCTURE
BUILDING USES
1.ALL DIMENSIONS ARE ROUNDED TO THE NEAREST TENTH FOOT.
2.ALL DIMENSIONS SHOWN ARE TO THE FACE OF CURB UNLESS OTHERWISE NOTED. BACK OF CURB IS
SHOWN GRAPHICALLY ONLY.
3.ALL AREAS ARE ROUNDED TO THE NEAREST SQUARE FOOT.
4.ALL PARKING STALLS TO BE 9' IN WIDTH AND 18' IN LENGTH UNLESS OTHERWISE INDICATED.
5.CONTRACTOR SHALL REFER TO ARCHITECTURAL PLANS FOR EXACT LOCATIONS AND DIMENSIONS OF
EXIT PORCHES, RAMPS, PRECISE BUILDING DIMENSIONS AND EXACT BUILDING UTILITY ENTRANCE
LOCATIONS.
6.SEE ARCHITECTURAL PLANS FOR PYLON SIGN DETAILS
7.SEE ARCHITECTURAL PLANS FOR LIGHT POLE FOUNDATION DETAIL AND FOR EXACT LOCATIONS OF LIGHT
POLE.
8.REFER TO FINAL PLAT FOR LOT BOUNDARIES, LOT NUMBERS, LOT AREAS, AND LOT DIMENSIONS.
9.ALL GRADIENTS ON SIDEWALKS ALONG THE ADA ROUTE SHALL HAVE A MAXIMUM LONGITUDINAL
SLOPE OF 5% (1:20), EXCEPT AT CURB RAMPS (1:12), AND A MAXIMUM CROSS SLOPE OF 2.08% (1:48).
THE MAXIMUM SLOPE IN ANY DIRECTION ON AN ADA PARKING STALL OR ACCESS ISLE SHALL BE 2.08%
(1:48). THE CONTRACTOR SHALL REVIEW AND VERIFY THE GRADIENT IN THE FIELD ALONG THE ADA
ROUTES PRIOR TO PLACING CONCRETE OR BITUMINOUS. THE CONTRACTOR SHALL NOTIFY THE
ENGINEER IMMEDIATELY IF THERE IS A DISCREPANCY BETWEEN THE GRADIENT IN THE FIELD VERSUS THE
DESIGN GRADIENT.
10.SEE ARCHITECTURAL PLAN FOR BOLLARD LOCATION AND DETAILS.
LEGEND
EASEMENT
CURB & GUTTER
BUILDING
RETAINING WALL
SAWCUT LINE
NUMBER OF PARKING
STALLS PER ROW
SIGN
PIPE BOLLARD
HEAVY DUTY
ASPHALT PAVING
STANDARD DUTY
ASPHALT PAVING
CONCRETE PAVING
PROPERTY LIMIT
EXISTINGPROPOSED
KEY NOTE
DEVELOPMENT SUMMARY DEVELOPMENT NOTES
KEY NOTES
WETLAND LIMITS
TREELINE
A.BUILDING, STOOPS, STAIRS SEE ARCHITECTURAL PLANS.
B.B-612 CONCRETE CURB AND GUTTER.
C.B-618 6CONCRETE CURB AND GUTTER.
D.HANDRAIL.
E.CONCRETE APRON
F.SEGMENTAL BLOCK RETAINING WALL.
G.ACCESSIBLE RAMP.
H.CONCRETE STEPS. SEE ARCHITECTURAL.
I.DUMPSTER ENCLOSURE. SEE ARCHITECTURAL.
J.OUTDOOR SEATING. BY OTHERS.
K."NOT AN EXIT" SIGN.
L."ONE WAY / DO NOT ENTER" SIGN.
M.CONCRETE SIDEWALK.
N.CURB STOP BLOCKS.
O.HANDICAP PARKING SIGN.
P.INTEGRAL CURB.
Q.STOP SIGN.
R.FENCE. SEE ARCHITECTURAL.
S.CROSS WALK STRIPING.
T.NO PARKING TURN AROUND AREA SIGN.
RETAIL
RETAIL
BH
65,996 SF
8,000 SF
12.12%
51.48%
63.60%
UNKNOWN
UNKNOWN
40 STALLS
53 STALLS
19 FEET
ALL RETAIL
Oct 10, 2014 - 3:00pm - User:576 L:\PROJECTS\CEN19486\dwg\Civil\Preliminary\19486-C3.01-SITE.dwg
C3.01
CIVIL SITE PLAN
APPLICANT:
VINCE DRIESSEN
THE DRIESSEN GROUP, LLC
4999 FRANCE AVE. S., SUITE 216
EDINA, MINNESOTA 55410
CIVIL ENGINEER:
SAMBATEK, INC.
12800 WHITEWATER DRIVE, SUITE 300
MINNETONKA, MN 55343
OWNER OF RECORD:
IC JOHN, LLC
SCALE IN FEET
0 4020
Client
Project
Location
Certification
Sheet Title
Summary
Revision History
Sheet No.Revision
Project No.
Date Submittal / RevisionNo.By
Designed:Drawn:
Approved:Book / Page:
Phase:Initial Issued:
THE DRIESSEN
GROUP, LLC
4999 FRANCE AVE. S., SUITE 216
EDINA, MN 55410
DAKOTA RETAIL
CHANHASSEN,
MN
DAKOTA AVENUE AND HWY. 5
MCA EPF / CKJ
E
CEN19486
Registration No.
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.
If applicable, contact us for a wet signed copy of this
plan which is available upon request at Sambatek, Inc.,
Minnetonka, MN office.
Date:23450
Mark C. Anderson
08/25/2014
A 07/17/14 CKJ City comments
B 07/28/14 EPF Site/Grading/Utility Revisions
C 08/08/14 EPF Phase I Grading
D 08/25/14 CKJ For Permit
E 10/09/14 CKJ Starbucks Comments
Oct 10, 2014 - 3:00pm - User:576 L:\PROJECTS\CEN19486\dwg\Civil\Preliminary\19486-C4.01-GRADE.dwg
C4.01
GRADING AND
DRAINAGE
PLAN
BUILDING
RETAINING WALL
PROPERTY LIMIT
EXISTINGPROPOSED
LEGEND
WETLAND LIMITS
TREELINE
STORM SEWER
902
SOIL BORINGS
1042.56
ST 5
GRADING NOTES
DRAINTILE
THE SUBSURFACE UTILITY INFORMATION SHOWN ON THESE PLANS IS A UTILITY QUALITY LEVEL D. THIS QUALITY LEVEL WAS DETERMINED
ACCORDING TO THE GUIDELINES OF ASCE/CI 38-02, TITLED "STANDARD GUIDELINES FOR THE COLLECTION AND DEPICTION OF EXISTING
SUBSURFACE UTILITY DATA." THE CONTRACTOR AND/OR SUBCONTRACTORS SHALL DETERMINE THE EXACT LOCATION OF ALL EXISTING
UTILITIES BEFORE COMMENCING WORK, BY CONTACTING THE NOTIFICATION CENTER (GOPHER STATE ONE FOR MINNESOTA). THE
CONTRACTOR AND/OR SUBCONTRACTOR AGREE TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES, WHICH MIGHT BE OCCASIONED BY
HIS OR HER FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL UTILITIES (UNDERGROUND AND OVERHEAD).
IF THE CONTRACTOR ENCOUNTERS ANY DRAIN TILE WITHIN THE SITE, HE OR SHE SHALL NOTIFY THE ENGINEER WITH THE LOCATION, SIZE,
INVERT AND IF THE TILE LINE IS ACTIVE. NO ACTIVE DRAIN TILE SHALL BE BACKFILLED WITHOUT APPROVAL FROM THE PROJECT ENGINEER.
D
A.PROPOSED CONTOURS ARE TO FINISHED SURFACE ELEVATION. SPOT ELEVATIONS ALONG PROPOSED CURB DENOTE
GUTTER GRADE.
B.KEdZdKZ^,>>Z s/ tWs D Ed'Z/ EdEKE^dZhd͞'hdd ZKhd͟t, Z td ZZ/E^tz&ZKD
hZ͘>>Kd, ZZ ^^,>> KE^dZhd ^͞'hdd Z/E͟hZ͘
C.ALL GRADIENT ON SIDEWALKS ALONG THE ADA ROUTE SHALL HAVE A MAXIMUM LONGITUDINAL SLOPE OF 5% (1:20),
EXCEPT AT CURB RAMPS (1:12), AND A MAXIMUM CROSS SLOPE OF 2.08% (1:48). THE MAXIMUM SLOPE IN ANY
DIRECTION ON AN ADA PARKING STALL OR ACCESS AISLE SHALL BE IN 2.08% (1:48). THE CONTRACTOR SHALL REVIEW AND
VERIFY THE GRADIENT IN THE FIELD ALONG THE ADA ROUTES PRIOR TO PLACING CONCRETE OR BITUMINOUS. THE
CONTRACTOR SHALL NOTIFY THE ENGINEER IMMEDIATELY IF THERE IS A DISCREPANCY BETWEEN THE GRADIENT IN THE
FIELD VERSUS THE DESIGN GRADIENT.
D.d, KEdZdKZ/^hd/KE d,d͞d, ^h^hZ& hd/>/dz/E&KZDd/KE^,KtEKEd, ^ W>E^/^hd/>/dz
QUALITY LEVEL D. THIS QUALITY LEVEL WAS DETERMINED ACCORDING TO THE GUIDELINES OF CI/ASCE 38-02 TITLED
͞^dEZ'h/ >/E ^&KZd, K>> d/KEE W/d/KEK& y/^d/E'^h^hZ& hd/>/dzd͘͟d,
CONTRACTOR AND/OR SUBCONTRACTORS SHALL DETERMINE THE EXACT LOCATION OF ALL EXISTING UTILITIES BEFORE
COMMENCING WORK, BY CONTACTING THE NOTIFICATION CENTER (GOPHER STATE ONE FOR MINNESOTA AT
1-800-252-1166). THE CONTRACTOR AND/OR SUBCONTRACTOR AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL
DAMAGES WHICH MIGHT BE OCCASIONED BY HIS OR HER FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL
UTILITIES (UNDERGROUND AND OVERHEAD).
IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO RELOCATE ALL EXISTING UTILITIES WHICH CONFLICT WITH THE
PROPOSED IMPROVEMENTS SHOWN ON THE PLANS.
E.THE CONTRACTOR SHALL TAKE ALL PRECAUTIONS NECESSARY TO AVOID PROPERTY DAMAGE TO ADJACENT PROPERTIES
DURING THE CONSTRUCTION PHASES OF THIS PROJECT. THE CONTRACTOR WILL BE HELD SOLELY RESPONSIBLE FOR ANY
DAMAGES TO THE ADJACENT PROPERTIES OCCURRING DURING THE CONSTRUCTION PHASES OF THIS PROJECT.
F.SAFETY NOTICE TO CONTRACTORS: 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 PERFORMANCE OF THE WORK. THIS REQUIREMENT WILL APPLY CONTINUOUSLY
AND NOT BE LIMITED TO NORMAL WORKING HOURS. THE DUTY OF THE ENGINEER OR THE DEVELOPER TO CONDUCT
CONSTRUCTION REVIEW OF THE CONTRACTOR'S PERFORMANCE IS NOT INTENDED TO INCLUDE REVIEW OF THE
ADEQUACY OF THE CONTRACTOR'S SAFETY MEASURES IN, ON OR NEAR THE CONSTRUCTION SITE.
G.THE CONTRACTOR SHALL COMPLETE THE SITE GRADING CONSTRUCTION IN ACCORDANCE WITH THE REQUIREMENTS OF
THE OWNER'S SOILS ENGINEER. ALL SOIL TESTING SHALL BE COMPLETED BY THE OWNER'S SOILS ENGINEER. THE
CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING ALL REQUIRED SOIL TESTS AND INSPECTIONS WITH THE SOILS
ENGINEER.
A GEOTECHNICAL ENGINEERING SOILS REPORT HAS BEEN COMPLETED BY:
COMPANY: BRAUN INTERTEC CORPORATION
ADDRESS: 11001 Hampshire Avenue South Minneapolis, MN 55438
PHONE: 952.995.2000
DATED: July 30, 2014
THE CONTRACTOR SHALL OBTAIN A COPY OF THE SOILS REPORT.
H.THE CONTRACTOR SHALL COMPLETE DEWATERING AS REQUIRED TO COMPLETE THE SITE GRADING CONSTRUCTION.
I.PRIOR TO PLACEMENT OF THE AGGREGATE BASE, A TEST ROLL WILL BE REQUIRED ON THE STREET AND PARKING AREA
SUBGRADE. THE CONTRACTOR SHALL PROVIDE A LOADED TANDEM AXLE TRUCK WITH A GROSS WEIGHT OF 25 TONS. THE
TEST ROLLING SHALL BE AT THE DIRECTION OF THE SOILS ENGINEER AND SHALL BE COMPLETED IN AREAS AS DIRECTED BY
THE SOILS ENGINEER. THE SOILS ENGINEER SHALL DETERMINE WHICH SECTIONS OF THE STREET OR PARKING AREA ARE
UNSTABLE. CORRECTION OF THE SUBGRADE SOILS SHALL BE COMPLETED IN ACCORDANCE WITH THE REQUIREMENTS OF
THE SOILS ENGINEER.
J.REPLACE ALL SUBGRADE SOIL DISTURBED DURING THE CONSTRUCTION THAT HAVE BECOME UNSUITABLE AND WILL NOT
PASS A TEST ROLL. REMOVE UNSUITABLE SOIL FROM THE SITE AND IMPORT SUITABLE SOIL AT NO ADDITIONAL COST TO
THE OWNER.
K.THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING AND MAINTAINING VEHICULAR AND PEDESTRIAN TRAFFIC
CONTROL DEVICES SUCH AS BARRICADES, WARNING SIGNS, DIRECTIONAL SIGNS, FLAGMEN AND LIGHTS TO CONTROL THE
MOVEMENT OF TRAFFIC WHERE NECESSARY. TRAFFIC CONTROL DEVICES SHALL CONFORM TO APPROPRIATE MINNESOTA
DEPARTMENT OF TRANSPORTATION STANDARDS.
L.THE TREES AND OTHER NATURAL VEGETATION WITHIN THE PROJECT AND/OR ADJACENT TO THE PROJECT ARE OF PRIME
CONCERN TO THE CONTRACTOR'S OPERATIONS. HE WILL BE REQUIRED TO PROTECT THE TREES WHICH ARE TO BE SAVED
TO BE SURE THAT EQUIPMENT IS NOT NEEDLESSLY OPERATED UNDER NEARBY TREES AND SHALL EXERCISE EXTREME
CAUTION IN WORKING ADJACENT TO TREES. SHOULD ANY PORTION OF THE TREE BRANCHES REQUIRE REMOVAL TO
PERMIT OPERATION OF THE CONTRACTOR'S EQUIPMENT, HE SHALL OBTAIN THE SERVICES OF A PROFESSIONAL TREE
TRIMMING SERVICE TO TRIM THE TREES PRIOR TO THE BEGINNING OF OPERATION. SHOULD THE CONTRACTOR'S
OPERATIONS RESULT IN THE BREAKING OF ANY LIMBS, THE BROKEN LIMBS SHOULD BE REMOVED IMMEDIATELY AND
CUTS SHALL BE PROPERLY PROTECTED TO MINIMIZE ANY LASTING DAMAGE TO THE TREE. NO TREES SHALL BE REMOVED
WITHOUT AUTHORIZATION BY THE ENGINEER. COSTS FOR TRIMMING SERVICES SHALL BE CONSIDERED INCIDENTAL TO
THE GRADING CONSTRUCTION AND NO SPECIAL PAYMENT WILL BE MADE.
M.EXCAVATE TOPSOIL FROM AREAS TO BE FURTHER EXCAVATED OR REGRADED AND STOCKPILE IN AREAS DESIGNATED ON
THE SITE. THE CONTRACTOR SHALL SALVAGE ENOUGH TOPSOIL FOR RESPREADING ON THE SITE AS SPECIFIED. EXCESS
TOPSOIL SHALL BE PLACED IN EMBANKMENT AREAS, OUTSIDE OF BUILDING PADS, ROADWAYS AND PARKING AREAS. THE
CONTRACTOR SHALL SUBCUT CUT AREAS, WHERE TURF IS TO BE ESTABLISHED, TO A DEPTH OF 4 INCHES. RESPREAD
TOPSOIL IN AREAS WHERE TURF IS TO BE ESTABLISHED TO A MINIMUM DEPTH OF 4 INCHES.
N.dZ E,KZZKtKE^dZhd/KE͗/&>>Kt zd, KtE Z͕d, KEdZdKZDzKDW> d ͞dZ E,KZZKt͟
EXCAVATION IN AREAS DIRECTED BY THE ENGINEER IN ORDER TO OBTAIN STRUCTURAL MATERIAL. TRENCH BORROW
EXCAVATION SHALL BE COMPLETED IN GREEN SPACE AREAS. TRENCH BORROW CONSTRUCTION SHALL BE COMPLETED
ONLY WITHIN THE PLAT BOUNDARIES. TREES SHALL NOT BE REMOVED OR DAMAGED AS A RESULT OF THE EXCAVATION,
UNLESS APPROVED BY THE ENGINEER. THE EXCAVATION SHALL COMMENCE A MINIMUM OF 10 FEET FROM THE LIMIT OF
THE BUILDING PAD. THE EXCAVATION FROM THIS LIMIT SHALL EXTEND AT A MINIMUM SLOPE OF 1 FOOT HORIZONTAL TO
1 FOOT VERTICAL (1:1) DOWNWARD AND OUTWARD FROM THE FINISHED SURFACE GRADE ELEVATION. THE TRENCH
BORROW EXCAVATION SHALL BE BACKFILLED TO THE PROPOSED FINISHED GRADE ELEVATION, AND SHALL BE COMPACTED
IN ACCORDANCE WITH REQUIREMENTS OF THE QUALITY COMPACTION METHOD AS OUTLINED IN MN/DOT SPECIFICATION
2105.3F2. SNOW FENCE SHALL BE FURNISHED AND PLACED ALONG THE PERIMETER OF THE TRENCH BORROW AREA
WHERE THE SLOPES EXCEED 2 FOOT HORIZONTAL TO 1 FOOT VERTICAL (2:1).
O.FINISHED GRADING SHALL BE COMPLETED, THE CONTRACTOR SHALL UNIFORMLY GRADE AREAS WITHIN LIMITS OF
GRADING, INCLUDING ADJACENT TRANSITION AREAS. PROVIDE A SMOOTH FINISHED SURFACE WITHIN SPECIFIED
TOLERANCES, WITH UNIFORM LEVELS OR SLOPES BETWEEN POINTS WHERE ELEVATIONS ARE SHOWN, OR BETWEEN SUCH
POINTS AND EXISTING GRADES. AREAS THAT HAVE BEEN FINISHED GRADED SHALL BE PROTECTED FROM SUBSEQUENT
CONSTRUCTION OPERATIONS, TRAFFIC AND EROSION. REPAIR ALL AREAS THAT HAVE BECOME RUTTED BY TRAFFIC OR
ERODED BY WATER OR HAS SETTLED BELOW THE CORRECT GRADE. ALL AREAS DISTURBED BY THE CONTRACTOR'S
OPERATIONS SHALL BE RESTORED TO EQUAL OR BETTER THAN ORIGINAL CONDITION OR TO THE REQUIREMENTS OF THE
NEW WORK.
P.TOLERANCES
1.THE RESIDENTIAL BUILDING SUBGRADE FINISHED SURFACE ELEVATION SHALL NOT VARY BY MORE THAN 0.30 FOOT
ABOVE, OR 0.30 FOOT BELOW, THE PRESCRIBED ELEVATION AT ANY POINT WHERE MEASUREMENT IS MADE.
2.THE COMMERCIAL BUILDING SUBGRADE FINISHED SURFACE ELEVATION SHALL NOT VARY BY MORE THAN 0.10 FOOT
ABOVE, OR 0.10 FOOT BELOW, THE PRESCRIBED ELEVATION AT ANY POINT WHERE MEASUREMENT IS MADE.
3.THE STREET OR PARKING AREA SUBGRADE FINISHED SURFACE ELEVATION SHALL NOT VARY BY MORE THAN 0.05
FOOT ABOVE, OR 0.10 FOOT BELOW, THE PRESCRIBED ELEVATION OF ANY POINT WHERE MEASUREMENT IS MADE.
4.AREAS WHICH ARE TO RECEIVE TOPSOIL SHALL BE GRADED TO WITHIN 0.30 FOOT ABOVE OR BELOW THE REQUIRED
ELEVATION, UNLESS DIRECTED OTHERWISE BY THE ENGINEER.
5.TOPSOIL SHALL BE GRADED TO PLUS OR MINUS 1/2 INCH OF THE SPECIFIED THICKNESS.
R.AFTER THE SITE GRADING IS COMPLETED, IF EXCESS OR SHORTAGE OF SOIL MATERIAL EXISTS, THE CONTRACTOR SHALL
TRANSPORT ALL EXCESS SOIL MATERIAL OFF THE SITE TO AN AREA SELECTED BY THE CONTRACTOR, OR IMPORT SUITABLE
MATERIAL TO THE SITE.
S.THE CONTRACTOR SHALL DETERMINE THE LOCATION OF ANY HAUL ROADS THAT MAY BE REQUIRED TO COMPLETE THE
^/d 'Z/E'KE^dZhd/KEE^,>>/E/d ,h>ZK^KE ZK^/KEE^ /D EdKEdZK>͞^/d DW͘͟
THE CONTRACTOR SHALL COMPLY WITH THE REQUIREMENTS OF THE GOVERNING AUTHORITY OF EACH ROADWAY. THE
CONTRACTOR SHALL POST WHATEVER SECURITY, AND COMPLY WITH ALL CONDITIONS WHICH ARE REQUIRED BY EACH
GOVERNING AUTHORITY OF EACH ROADWAY.
T.IF THE CONTRACTOR ENCOUNTERS ANY DRAIN TILE WITHIN THE SITE, HE OR SHE SHALL NOTIFY THE ENGINEER WITH THE
LOCATION, SIZE, INVERT AND IF THE TILE LINE IS ACTIVE. NO ACTIVE DRAIN TILE SHALL BE BACKFILLED WITHOUT REVIEW,
DISCUSSION AND APPROVAL FROM THE PROJECT ENGINEER.
U.RETAINING WALL(S) SHALL BE CONSTRUCTED OF MODULAR BLOCK) MATERIAL. THE CONTRACTOR SHALL SUBMIT TO THE
ENGINEER AND LOCAL AUTHORITY CERTIFIED ENGINEERING DRAWINGS, DESIGN CALCULATIONS AND SOIL BORINGS. THE
CERTIFIED ENGINEER FOR THE RETAINING WALL(S) SHALL PROVIDE CONSTRUCTION OBSERVATIONS OF THE RETAINING
WALL IMPROVEMENT, AND A LETTER CERTIFYING THE INSTALLATION OF THE WALL(S) WAS CONSTRUCTED IN
CONFORMANCE WITH THE PLANS AND SPECIFICATIONS.
962.5
X
962.5
X
902
SPOT ELEVATION
CONTOUR
RIP RAP
OVERFLOW ELEV.
CURB & GUTTER
SCALE IN FEET
0 4020
Client
Project
Location
Certification
Sheet Title
Summary
Revision History
Sheet No.Revision
Project No.
Date Submittal / RevisionNo.By
Designed:Drawn:
Approved:Book / Page:
Phase:Initial Issued:
THE DRIESSEN
GROUP, LLC
4999 FRANCE AVE. S., SUITE 216
EDINA, MN 55410
DAKOTA RETAIL
CHANHASSEN,
MN
DAKOTA AVENUE AND HWY. 5
MCA EPF / CKJ
E
CEN19486
Registration No.
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.
If applicable, contact us for a wet signed copy of this
plan which is available upon request at Sambatek, Inc.,
Minnetonka, MN office.
Date:23450
Mark C. Anderson
08/25/2014
A 07/17/14 CKJ City comments
B 07/28/14 EPF Site/Grading/Utility Revisions
C 08/08/14 EPF Phase I Grading
D 08/25/14 CKJ For Permit
E 10/09/14 CKJ Starbucks Comments
Oct 10, 2014 - 3:01pm - User:576 L:\PROJECTS\CEN19486\dwg\Civil\Preliminary\19486-C5.01-EROS.dwg
C5.01
EROSION &
SEDIMENT
CONTROL PLAN
- PHASE I
TEMPORARY STABILIZATION MEASURES
(SEED, MULCH, MATS OR BLANKETS AS
OUTLINED IN THE SWPPP)
TEMPORARY STORAGE AND PARKING AREA
DIRECTION OF
OVERLAND FLOW
TEMPORARY DIVERSION
DITCH
LIMITS OF DRAINAGE
SUB-BASIN
INLET PROTECTION DEVICE 1
INLET PROTECTION DEVICE 2
TEMPORARY STONE
CONSTRUCTION ENTRANCE
TEMPORARY SEDIMENT BASIN
LIMITS OF DISTURBANCE
OVERFLOW ELEV.
902902CONTOUR
RIP RAP
CHECK DAM
PA-10
SILT FENCE
SOIL BORINGS ST-9
EXISTINGPROPOSED
STORM SEWER
CURB & GUTTER
DRAINTILE
PHASE I:
1.INSTALL STABILIZED CONSTRUCTION ENTRANCES.
2.PREPARE TEMPORARY PARKING AND STORAGE AREA.
3.CONSTRUCT THE SILT FENCES ON THE SITE.
4. CONSTRUCT THE SEDIMENTATION AND SEDIMENT TRAP BASINS.
5. HALT ALL ACTIVITIES AND CONTACT THE CIVIL ENGINEERING CONSULTANT TO PERFORM
INSPECTION OF BMPs. GENERAL CONTRACTOR SHALL SCHEDULE AND CONDUCT STORM WATER
PRE-CONSTRUCTION MEETING WITH ENGINEER AND ALL GROUND DISTURBING CONTRACTORS
BEFORE PROCEEDING WITH CONSTRUCTION.
6. CLEAR AND GRUB THE SITE.
7. BEGIN GRADING THE SITE.
8. START CONSTRUCTION OF BUILDING PAD AND STRUCTURES.
PHASE II:
1.TEMPORARILY SEED DENUDED AREAS.
2.INSTALL UTILITIES, UNDERDRAINS, STORM SEWERS, CURBS AND GUTTERS.
3.INSTALL RIP RAP AROUND OUTLET STRUCTURES.
4.INSTALL INLET PROTECTION AROUND ALL STORM SEWER STRUCTURES.
5.PREPARE SITE FOR PAVING.
6.PAVE SITE.
7.INSTALL INLET PROTECTION DEVICES.
8.COMPLETE GRADING AND INSTALL PERMANENT SEEDING AND PLANTING.
9.REMOVE ALL TEMPORARY EROSION AND SEDIMENT CONTROL DEVICES (ONLY IF SITE IS
STABILIZED), IF REQUIRED BY THE CONTRACT
THE EROSION CONTROL PLAN SHEETS ALONG WITH THE REST OF THE SWPPP MUST BE KEPT ONSITE UNTIL
THE NOTICE OF TERMINATION IS FILED WITH THE MPCA, THE CONTRACTOR MUST UPDATE THE SWPPP,
INCLUDING THE EROSION CONTROL PLAN SHEETS AS NECESSARY TO INCLUDE ADDITIONAL REQUIREMENTS,
SUCH AS ADDITIONAL OR MODIFIED BMPS DESIGNED TO CORRECT PROBLEMS IDENTIFIED. AFTER FILING THE
NOTICE OF TERMINATION, THE SWPPP, INCLUDING THE EROSION CONTROL PLAN SHEETS, AND ALL
REVISIONS TO IT MUST BE SUBMITTED TO THE OWNER, TO BE KEPT ON FILE IN ACCORDANCE WITH THE
RECORD RETENTION REQUIREMENTS DESCRIBED IN THE SWPPP NARRATIVE.
TSM
TS
SB
SILT DIKE
BIO-ROLL
LEGEND
SEQUENCE OF CONSTRUCTION
NOTE TO CONTRACTOR
D
SCALE IN FEET
0 4020
Client
Project
Location
Certification
Sheet Title
Summary
Revision History
Sheet No.Revision
Project No.
Date Submittal / RevisionNo.By
Designed:Drawn:
Approved:Book / Page:
Phase:Initial Issued:
THE DRIESSEN
GROUP, LLC
4999 FRANCE AVE. S., SUITE 216
EDINA, MN 55410
DAKOTA RETAIL
CHANHASSEN,
MN
DAKOTA AVENUE AND HWY. 5
MCA EPF / CKJ
E
CEN19486
Registration No.
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.
If applicable, contact us for a wet signed copy of this
plan which is available upon request at Sambatek, Inc.,
Minnetonka, MN office.
Date:23450
Mark C. Anderson
08/25/2014
A 07/17/14 CKJ City comments
B 07/28/14 EPF Site/Grading/Utility Revisions
C 08/08/14 EPF Phase I Grading
D 08/25/14 CKJ For Permit
E 10/09/14 CKJ Starbucks Comments
Oct 10, 2014 - 3:01pm - User:576 L:\PROJECTS\CEN19486\dwg\Civil\Preliminary\19486-C5.01-EROS.dwg
C5.02
EROSION &
SEDIMENT
CONTROL PLAN
- PHASE II
TEMPORARY STABILIZATION MEASURES
(SEED, MULCH, MATS OR BLANKETS AS
OUTLINED IN THE SWPPP)
TEMPORARY STORAGE AND PARKING AREA
DIRECTION OF
OVERLAND FLOW
TEMPORARY DIVERSION
DITCH
LIMITS OF DRAINAGE
SUB-BASIN
INLET PROTECTION DEVICE 1
INLET PROTECTION DEVICE 2
TEMPORARY STONE
CONSTRUCTION ENTRANCE
TEMPORARY SEDIMENT BASIN
LIMITS OF DISTURBANCE
OVERFLOW ELEV.
902902CONTOUR
RIP RAP
CHECK DAM
PA-10
SILT FENCE
SOIL BORINGS ST-9
EXISTINGPROPOSED
STORM SEWER
CURB & GUTTER
DRAINTILE
PHASE I:
1.INSTALL STABILIZED CONSTRUCTION ENTRANCES.
2.PREPARE TEMPORARY PARKING AND STORAGE AREA.
3.CONSTRUCT THE SILT FENCES ON THE SITE.
4. CONSTRUCT THE SEDIMENTATION AND SEDIMENT TRAP BASINS.
5. HALT ALL ACTIVITIES AND CONTACT THE CIVIL ENGINEERING CONSULTANT TO PERFORM
INSPECTION OF BMPs. GENERAL CONTRACTOR SHALL SCHEDULE AND CONDUCT STORM WATER
PRE-CONSTRUCTION MEETING WITH ENGINEER AND ALL GROUND DISTURBING CONTRACTORS
BEFORE PROCEEDING WITH CONSTRUCTION.
6. CLEAR AND GRUB THE SITE.
7. BEGIN GRADING THE SITE.
8. START CONSTRUCTION OF BUILDING PAD AND STRUCTURES.
PHASE II:
1.TEMPORARILY SEED DENUDED AREAS.
2.INSTALL UTILITIES, UNDERDRAINS, STORM SEWERS, CURBS AND GUTTERS.
3.INSTALL RIP RAP AROUND OUTLET STRUCTURES.
4.INSTALL INLET PROTECTION AROUND ALL STORM SEWER STRUCTURES.
5.PREPARE SITE FOR PAVING.
6.PAVE SITE.
7.INSTALL INLET PROTECTION DEVICES.
8.COMPLETE GRADING AND INSTALL PERMANENT SEEDING AND PLANTING.
9.REMOVE ALL TEMPORARY EROSION AND SEDIMENT CONTROL DEVICES (ONLY IF SITE IS
STABILIZED), IF REQUIRED BY THE CONTRACT
THE EROSION CONTROL PLAN SHEETS ALONG WITH THE REST OF THE SWPPP MUST BE KEPT ONSITE UNTIL
THE NOTICE OF TERMINATION IS FILED WITH THE MPCA, THE CONTRACTOR MUST UPDATE THE SWPPP,
INCLUDING THE EROSION CONTROL PLAN SHEETS AS NECESSARY TO INCLUDE ADDITIONAL REQUIREMENTS,
SUCH AS ADDITIONAL OR MODIFIED BMPS DESIGNED TO CORRECT PROBLEMS IDENTIFIED. AFTER FILING THE
NOTICE OF TERMINATION, THE SWPPP, INCLUDING THE EROSION CONTROL PLAN SHEETS, AND ALL
REVISIONS TO IT MUST BE SUBMITTED TO THE OWNER, TO BE KEPT ON FILE IN ACCORDANCE WITH THE
RECORD RETENTION REQUIREMENTS DESCRIBED IN THE SWPPP NARRATIVE.
TSM
TS
SB
SILT DIKE
BIO-ROLL
LEGEND
SEQUENCE OF CONSTRUCTION
NOTE TO CONTRACTOR
D
Client
Project
Location
Certification
Sheet Title
Summary
Revision History
Sheet No.Revision
Project No.
Date Submittal / RevisionNo.By
Designed:Drawn:
Approved:Book / Page:
Phase:Initial Issued:
THE DRIESSEN
GROUP, LLC
4999 FRANCE AVE. S., SUITE 216
EDINA, MN 55410
DAKOTA RETAIL
CHANHASSEN,
MN
DAKOTA AVENUE AND HWY. 5
MCA EPF / CKJ
E
CEN19486
Registration No.
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.
If applicable, contact us for a wet signed copy of this
plan which is available upon request at Sambatek, Inc.,
Minnetonka, MN office.
Date:23450
Mark C. Anderson
08/25/2014
A 07/17/14 CKJ City comments
B 07/28/14 EPF Site/Grading/Utility Revisions
C 08/08/14 EPF Phase I Grading
D 08/25/14 CKJ For Permit
E 10/09/14 CKJ Starbucks Comments
Oct 10, 2014 - 3:01pm - User:576 L:\PROJECTS\CEN19486\dwg\Civil\Preliminary\19486-C5.01-EROS.dwg
C5.03
EROSION &
SEDIMENT
CONTROL PLAN
- DETAILS
CROSS BRACE
MI
N
.
15
"
18
"
MA
X
.
2" X 4" STAKE
3'
M
I
N
.
DROP INLET
WITH GRATE
2" X 4" WOOD FRAME
(TYP.)
5' MIN.
SECURELY FASTEN OVERLAPPING
ENDS OF SILT FENCE MATERIAL
TO ADJACENT STAKES WITH
THREE WIRE TIES OR OTHER
FASTENERS
ATTACH THE WOVEN WIRE
FENCE TO EACH POST WITH
THREE WIRE TIES OR OTHER
FASTENERS (SEE NOTE 1)
1. ATTACH THE WOVEN WIRE FENCE TO EACH POST AND THE GEOTEXTILE TO THE WOVEN WIRE FENCE
(SPACED EVERY 30") WITH THREE WIRE TIES OR OTHER FASTENERS, ALL SPACED WITHIN THE TOP 8" OF
THE FABRIC. ATTACH EACH TIE DIAGONALLY 45 DEGREES THROUGH THE FABRIC, WITH EACH PUNCTURE
AT LEAST 1" VERTICALLY APART.
2. WHEN TWO SECTIONS OF SILT FENCE MATERIAL ADJOIN EACH OTHER, THEY SHALL BE OVERLAPPED
ACROSS TWO POSTS.
3. MAINTENANCE SHALL BE PERFORMED AS NOTED IN THE SWPPP. DEPTH OF ACCUMULATED SEDIMENTS
MAY NOT EXCEED ONE-HALF THE HEIGHT OF THE FABRIC. MAINTENANCE CLEANOUT MUST BE
CONDUCTED REGULARLY TO PREVENT ACCUMULATED SEDIMENTS FROM REACHING ONE-HALF THE
HEIGHT OF THE SILT FENCE MATERIAL ABOVE GRADE.
4. ALL SILT FENCE INLETS SHALL INCLUDE WIRE SUPPORT.
OVERLAP
5' MIN.
SILT FENCE MATERIAL TO BE
FASTENED SECURELY TO WOVEN
WIRE FENCE WITH THREE TIES
SPACED AT 30" ON CENTER (SEE
NOTE 1)
DEFLECTOR PLATE
OVERFLOW 2 - TOP OF CURB BOX
OVERFLOW 1 - CENTER OF FILTER ASSEMBLY
10" FILTER ASSEMBLY
CURB
CG 3067
HIGH-FLOW FABRIC
MIRAFI FF101
ROAD DRAIN CASTING APPLICABILTY
x NEENAH R-3067
x NEENAH R-3512
NOT TO SCALE
CONSTRUCT 2' HIGH BERM WITH
MAXIMUM SIDE SLOPE OF 4:1
2" TO 3" GRAVEL
NOTE: THE ROCK ENTRANCES SHALL BE INSTALLED
PRIOR TO THE START OF ANY SITE WORK THE ROCK
ENTRANCES SHALL BE INSPECTED FOLLOWING EACH
RAINFALL. MAINTENANCE OF THE ROCK ENTRANCES
SHALL INCLUDE A TOP DRESSING OF NEW GRAVEL, OR
REMOVAL AND REPLACEMENT OF THE GRAVEL AS
NEEDED, TO KEEP THE ENTRANCE FREE FROM
COLLECTED MUD.
AS
REQU
I
R
E
D
UNDISTURBED SOIL
BACKFILL 6" X 6"
TRENCH
WOVEN MONOFILAMENT
GEOTEXTILE MATERIAL
DIRECTION OF
DRAINAGE
2" X 2" WOOD OR
STEEL T-POSTS
12
"
M
I
N
.
8' X 8' MIN OR AS
REQUIRED TO
CONTAIN WASTE
CONCRETE
SIGN TO INDICATE THE
LOCATION OF THE CONCRETE
WASHOUT AREA
2'-0" MIN
BERM AROUND PERIMETER
GROUND SURFACE
12" MIN
12" MIN
COMPACTED EMBANKMENT
MATERIAL (TYP.)3:1 OR FLATTER
SIDE SLOPES
NOTES:
1.CONCRETE WASHOUT AREA SHALL BE INSTALLED PRIOR TO ANY CONCRETE PLACEMENT
ON SITE.
2.CONCRETE WASHOUT AREA SHALL BE LINED WITH MINIMUM 10 MIL THICK PLASTIC
LINER.
3.VEHICLE TRACKING CONTROL IS REQUIRED IF ACCESS TO CONCRETE WASHOUT AREA IS
OFF PAVEMENT.
4.SIGNS SHALL BE PLACED AT THE CONSTRUCTION ENTRANCE, AT THE WASHOUT AREA,
AND ELSEWHERE AS NECESSARY TO CLEARLY INDICATE THE LOCATION OF THE
CONCRETE WASHOUT AREA TO OPERATORS OF CONCRETE TRUCKS AND PUMP RIGS.
5.THE CONCRETE WASHOUT AREA SHALL BE REPAIRED AND ENLARGED OR CLEANED OUT
AS NECESSARY TO MAINTAIN CAPACITY FOR WASTED CONCRETE.
6.AT THE END OF CONSTRUCTION, ALL CONCRETE SHALL BE REMOVED FROM THE SITE
AND DISPOSED OF AT AN ACCEPTED WASTE SITE.
7.WHEN THE CONCRETE WASHOUT AREA IS REMOVED, THE DISTURBED AREA SHALL BE
SEEDED AND MULCHED OR OTHERWISE STABILIZED IN A MANNER ACCEPTED BY THE
CITY.
WOVEN WIRE
FENCE WITH SILT
FENCE MATERIAL
COVER
EXTEND WIRE FENCE
A MIN. OF 3" INTO
GROUND
EXTEND SILT FENCE
MATERIAL A MIN. OF
1'-0" INTO GROUND
EROSION & SEDIMENTATION CONTROL NOTES & DETAILS / "SITE MAP"
SITE LOCATION MAP
NOT TO SCALE
USGS MAP
NOT TO SCALE
ROCK ENTRANCE DRIVE
NOT TO SCALE
SILT FENCE DETAIL
NOT TO SCALE
CONCRETE WASHOUT AREA
ROAD DRAIN INLET PROTECTION (IP-2)SILT FENCE INLET PROTECTION (IP-1)
NOT TO SCALE
POSTS: 2 X 4 WOODEN STAKE FENCE:
WOVEN WIRE, 14-1/2 GA., 6" MAX. MESH
OPENING FABRIC: IN ACCORDANCE WITH
ASTM D 6461 LATEST EDITION.
NOT TO SCALE
Client
Project
Location
Certification
Sheet Title
Summary
Revision History
Sheet No.Revision
Project No.
Date Submittal / RevisionNo.By
Designed:Drawn:
Approved:Book / Page:
Phase:Initial Issued:
THE DRIESSEN
GROUP, LLC
4999 FRANCE AVE. S., SUITE 216
EDINA, MN 55410
DAKOTA RETAIL
CHANHASSEN,
MN
DAKOTA AVENUE AND HWY. 5
MCA EPF / CKJ
E
CEN19486
Registration No.
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.
If applicable, contact us for a wet signed copy of this
plan which is available upon request at Sambatek, Inc.,
Minnetonka, MN office.
Date:23450
Mark C. Anderson
08/25/2014
A 07/17/14 CKJ City comments
B 07/28/14 EPF Site/Grading/Utility Revisions
C 08/08/14 EPF Phase I Grading
D 08/25/14 CKJ For Permit
E 10/09/14 CKJ Starbucks Comments
Oct 10, 2014 - 3:01pm - User:576 L:\PROJECTS\CEN19486\dwg\Civil\Preliminary\19486-C5.01-EROS.dwg
C5.04
EROSION &
SEDIMENT
CONTROL PLAN
- SWPPP
SECTION 1: SITE EVALUATION, ASSESSMENT, AND
PLANNING
1.1 PROJECT/SITE INFORMATION
NPDES PERMIT NUMBER:
1.2 CONTACT INFORMATION/RESPONSABLE PARTIES
OWNER: THE DRIESSEN GROUP, LLC
CONTACT NAME: VINCE DRIESSEN
ADDRESS: 4999 FRANCE AVE. S., SUITE 216
CITY, STATE, ZIP CODE: EDINA, MN 55410
TELEPHONE NUMBER: 612-313-0105
FAX/EMAIL: 612-338-8971
GENERAL CONTRACTOR (TO BE COMPLETED BY GENERAL CONTRACTOR):
COMPANY/ORGANIZATION NAME:
CONTACT NAME:
ADDRESS:
CITY, STATE, ZIP CODE:
TELEPHONE NUMBER:
FAX/EMAIL:
INSERT AREA OF CONTROL (IF MORE THAN ONE OPERATOR AT SITE):
THE GENERAL CONTRACTOR SHALL COMPLY WITH THE REQUIREMENTS OF THE MINNESOTA
GENERAL PERMIT AUTHORIZATION TO DISCHARGE STORM WATER ASSOCIATED WITH
CONSTRUCTION ACTIVITY UNDER THE NATIONAL POLLUTION DISCHARGE ELIMINATION
SYSTEM/STATE DISPOSAL SYSTEM PERMIT PROGRAM (GENERAL PERMIT) ATTACHED AS
APPENDIX C. THE GENERAL CONTRACTOR MUST COMPLY WITH ANY LOCAL GOVERNING AGENCY
(LGU) HAVING JURISDICTION CONCERNING EROSION AND SEDIMENT CONTROL. THE GENERAL
CONTRACTOR SHALL BE REQUIRED TO BE A CO-APPLICANT WITH THE OWNER. THE GENERAL
CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTENANCE OF THE EROSION AND SEDIMENT
CONTROL DEVICES.
d, ͞WW>/d/KE&KZ' E Z>^dKZDͲtd ZW ZD/d&KZKE^dZhd/KEd/s/dz;DE
ZϭϬϬϬϬϭͿ͟&KhE/EWW E/y^,>> KDW> d zd, ' E Z>KEdZdKZE
SENT, ALONG WITH THE REQUIRED APPLICATION FEE, BY THE GENERAL CONTRACTOR TO:
MINNESOTA POLLUTION CONTROL AGENCY
REM DIVISION, CONSTRUCTION STORM-WATER PERMIT PROGRAM
520 LAFAYETTE ROAD NORTH
ST. PAUL, MINNESOTA, 55155-4194
NOTE: ALL PROJECTS UNDER 50 ACRES MUST SUBMIT THE PERMIT APPLICATION USING THE
ONLINE PROCESS. MAILED APPLICATIONS ARE ONLY ACCEPTED FOR PROJECTS THAT DISTURB 50
OR MORE ACRES.
UNLESS NOTIFIED BY THE MINNESOTA POLLUTION CONTROL AGENCY (MPCA) TO THE
CONTRARY, APPLICANTS WHO SUBMIT A COMPLETE APPLICATION FORM IN ACCORDANCE WITH
THE REQUIREMENTS OF THE GENERAL PERMIT ARE AUTHORIZED TO DISCHARGE STORM WATER
FROM THE CONSTRUCTION SITE UNDER THE TERMS AND CONDITIONS OF THIS PERMIT SEVEN
(7) CALENDAR DAYS AFTER THE POSTMARKED DATE OF THE COMPLETED APPLICATION, OR
SEVEN (7) CALENDAR DAYS AFTER THE ONLINE APPLICATION PROCESS IS COMPLETE
(HTTPS://NETWEB.PCA.STATE.MN.US/PRIVATE/ ). ADDITIONALLY, AUTHORIZATION WILL BE
DELAYED UNDER THE
FOLLOWING CIRCUMSTANCES:
*IF THE PROJECT DISTURBS 50 ACRES OR MORE AND HAS A DISCHARGE POINT WITHIN 1
MILE AND FLOWS TO AN IMPAIRED OR SPECIAL WATER WHOSE DISCHARGE MAY REACH
AN IMPAIRED OR SPECIAL WATER LISTED IN APPENDIX A OF THE GENERAL PERMIT THE
APPLICANT SHALL SUBMIT THE STORM WATER POLLUTION PREVENTION PLAN AND A
COMPLETED APPLICATION AT LEAST 30 CALENDAR DAYS PRIOR TO THE COMMENCEMENT
OF CONSTRUCTION ACTIVITIES. UNLESS NOTIFIED BY THE MPCA TO THE CONTRARY,
COVERAGE BECOMES EFFECTIVE 30 CALENDAR DAYS AFTER THE POSTMARKED DATE OF
THE COMPLETED APPLICATION.
*IF THE PROJECT INCLUDES ALTERNATIVE METHODS THE APPLICATION AND TWO
ALTERNATIVE TREATMENT
PLANS MUST BE SUBMITTED A MINIMUM OF 90 DAY BEFORE CONSTRUCTION STARTS.
EROSION & SEDIMENT CONTROL SUBCONTRACTOR (RESPONSIBLE FOR IMPLEMENTING &
UPDATING SWPPP - TO BE COMPLETED BY CONTRACTOR):
COMPANY/ORGANIZATION NAME:
CONTACT NAME:
ADDRESS:
CITY, STATE, ZIP CODE:
TELEPHONE NUMBER:
FAX/EMAIL:
EROSION & SEDIMENT CONTROL INSPECTOR (SEE PART 5.1 OF THIS SWPPP FOR MORE
INFORMATION ON INSPECTION RESPONSIBILITIES- TO BE COMPLETED BY CONTRACTOR):
COMPANY/ORGANIZATION NAME:
CONTACT NAME:
ADDRESS:
CITY, STATE, ZIP CODE:
TELEPHONE NUMBER:
FAX/EMAIL:
GROUND DISTURBING SUBCONTRACTOR(S):
THE GENERAL CONTRACTOR SHALL PROVIDE NAMES AND ADDRESSES OF ALL SUBCONTRACTORS
IN THE FORM
PROVIDED IN APPENDIX G WORKING ON THIS PROJECT WHO WILL BE INVOLVED WITH
CONSTRUCTION
ACTIVITIES THAT DISTURB SITE SOIL, ALONG WITH A CHAIN OF RESPONSIBILITY WITH ALL
OPERATORS ON THE SITE
TO ENSURE THAT THE SWPPP WILL BE IMPLEMENTED AND STAY IN EFFECT UNTIL THE
CONSTRUCTION PROJECT
IS COMPLETE AND THE NOT SUBMITTED.
THIS SWPPP WAS PREPARED BY:
COMPANY/ORGANIZATION NAME: SAMBATEK, INC.
CONTACT NAME: MARK ANDERSON
ADDRESS: 12800 WHITEWATER DRIVE, SUITE 300
CITY, STATE, ZIP CODE: MINNETONKA, MN 55343
TELEPHONE NUMBER: 763-476-6010
FAX/EMAIL: 763-476-8532
1.3 NATURE OF CONSTRUCTION ACTIVITY
NATURE OF CONSTRUCTION:
THIS SWPPP HAS BEEN PREPARED FOR MAJOR ACTIVITIES ASSOCIATED WITH CONSTRUCTION OF
DAKOTA RETAIL, SOUTH OF STATE HIGHWAY 5 AT THE INTERSECTION OF LAKE DRIVE EAST AND
DAKOTA AVENUE. CONSTRUCTION ACTIVITY WILL INCLUDE MASS GRADING AND UTILITY
INSTALLATION, AS WELL AS STRUCTURE ERECTION, PAVING AND LANDSCAPING.
APPROXIMATE TIMELINES:
ESTIMATED PROJECT START DATE: 09/01/14
ESTIMATED PROJECT COMPLETION DATE:08/01/15
1.4 SOILS, SLOPES, VEGETATION, AND CURRENT DRAINAGE PATTERNS
SOIL TYPE(S):
(DESCRIBE THE SOILS, INCLUDING A RANGE OF ANTICIPATED PARTICLE SIZE, EXPECTED TO BE
FOUND DURING CONSTRUCTION BASED ON THE GEOTECH REPORT AND
SOIL SURVEY INFORMATION)
SLOPES:
CURRENTLY THE SITE SLOPES WEST TO EAST, WITH AN AREA OF SLOPES THAT ARE VERY NEAR
3:1 (HORIZONTAL:VERTICAL). GRADING ACTIVITIES WILL MAINTAIN THE SITES HIGH POINT ON
THE WEST SIDE, BUT RUNOFF WILL BE COLLECTED AND CONVEYED TO AN ON SITE
STORMWATER POND.
DRAINAGE PATTERNS:
DRAINAGE FLOWS FROM WEST TO EAST AND ON TO CITY STREETS FOR COLLECTION. PROPOSED
GRADES WILL CAPTURE MORE ONSITE RUNOFF AND TREAT STORMWATER PRIOR TO ITS ENTRY
INTO THE PUBLIC STORMWATER CONVEYANCE SYSTEM.
VEGETATION:
THE EXISTING SITE IS COMPOSED OF THE IMPERVIOUS SURFACING ASSOCIATED WITHT THE GAS
AND BAIT SHOP, WITH THE SURROUNDING AREA BEING MADE UP OF GRASS. THERE ARE VERY
FEW TREES ONSITE.
RAINFALL INFORMATION:
Z/E&>>/E&KZDd/KEʹd, s Z' dKd>EEh>WZ /W/dd/KE/^KhdϮϴ͘ϯϮ
INCHES. OF THIS ABOUT 17.31 INCHES, OR 61 PERCENT, USUALLY FALLS IN MAY THROUGH
SEPTEMBER. THE AVERAGE ANNUAL SNOWFALL IS 57.3 INCHES. (DESCRIBE THE TYPICAL YEARLY
RAINFALL PATTERN FOR THE SITE IF DIFFERENT FROM ABOVE, WHICH IS FOR THE TWIN CITIES.
,KtDh,͕t, Ed, Z/EdzW/>>z&>>^͕ d͙Ϳ
1.6 RECEIVING WATERS
CONSTRUCTION PHASE STORM WATER SYSTEM DESCRIPTION:
THE STORMWATER POND AT THE LOW POINT OF THE SITE CAN BE UTILIZED AS A TEMPORARY
SEDIMENTATION BASIN PRIOR TO OUTLET.
DESCRIPTION OF RECEIVING WATERS:
THIS SITE IS WITHIN ONE MILE OF TWO IMPAIRED LAKES: LAKE SUSAN AND LOTUS LAKE.
1.7 SITE FEATURES AND SENSITIVE AREAS TO BE PROTECTED
NONE
1.8 POTENTIAL SOURCES OF POLLUTION
POTENTIAL SOURCES OF SEDIMENT AND OTHER POLLUTANTS TO STORMWATER RUNOFF:
CONSTRUCTION PHASE POLLUTANT SOURCES ANTICIPATED AT THE SITE ARE DISTURBED (BARE)
SOIL, VEHICLE FUELS AND LUBRICANTS, CHEMICALS ASSOCIATED WITH BUILDING
CONSTRUCTION, AND BUILDING MATERIALS. WITHOUT ADEQUATE CONTROL THERE IS THE
POTENTIAL FOR EACH TYPE OF POLLUTANT TO BE TRANSPORTED BY
STORM WATER.AS THIS SITE WAS A FUELING STATION, ADDITION MEASURES MAY NEED TO BE
TAKEN TO ENSURE THAT ANY CONTAMINATED SOILS IN THE FUELING AREA ARE DEALT WITH
PROPERLY.
1.9 ENDANGERED/THREATENED SPECIES
NO KNOWN THREATENED OR ENDANGERED SPECIES ARE PRESENT ON SITE.
1.10 HISTORIC PRESERVATION
THERE ARE NO KNOWN HISTORIC SITES ON OR NEAR THE CONSTRUCTION SITE.
1.11 APPLICABLE FEDERAL, TRIBAL, STATE OR LOCAL PROGRAMS
LOCAL GOVERNING UNIT (LGU) REQUIREMENTS:CITY OF CHANHASSEN - RATE CONTROL AND
WATER QUALITY.
SECTION 2: EROSION AND SEDIMENT CONTROL BMPS
APPROPRIATE CONSTRUCTION PHASING, VEGETATIVE BUFFER STRIPS, HORIZONTAL SLOPE
GRADING, AND OTHER
CONSTRUCTION PRACTICES THAT MINIMIZE EROSION MUST BE PLANNED FOR AND
IMPLEMENTED.
ALL EXPOSED AREAS MUST BE STABILIZED AS SOON AS POSSIBLE TO LIMIT SOIL EROSION, BUT IN
NO CASE LATER THAN 7 DAYS AFTER THE CONSTRUCTION ACTIVITY IN THAT PORTION OF THE
SITE HAS TEMPORARILY OR PERMANENTLY CEASED. TEMPORARY SOIL STOCKPILES WITHOUT
SIGNIFICANT SILT, CLAY OR ORGANIC COMPONENTS (E.G. CLEAN AGGREGATED STOCKPILES,
DEMOLITION CONCRETE STOCKPILES, SAND STOCKPILES) AND THE CONSTRUCTED BASE
COMPONENTS OF ROADS, PARKING LOTS AND SIMILAR SURFACES ARE EXEMPT
FROM THIS REQUIREMENT, BUT MUST COMPLY WITH SECTION 2.7 OF THIS SWPPP (PART IV.C.5
OF THE GENERAL PERMIT).
IF THE DOWN GRADIENT TREATMENT SYSTEM IS OVERLOADED, THE CONTRACTOR IS
RESPONSIBLE FOR IMPLEMENTING ADDITIONAL UP GRADIENT SEDIMENT CONTROL PRACTICES
OR REDUNDANT BMPS TO ELIMINATE THE OVERLOADING AND MUST AMEND THE SWPPP TO
IDENTIFY THE ADDITIONAL PRACTICES.
SEDIMENT CONTROL PRACTICES MUST ALWAYS BE ESTABLISHED ON ALL DOWN GRADIENT
PERIMETERS AND BE LOCATED UPGRADIENT OF ANY BUFFER ZONES. THE PERIMETER SEDIMENT
CONTROL PRACTICES MUST BE IN PLACE BEFORE
ANY UP GRADIENT LAND DISTURBING ACTIVITIES BEGIN. THESE PRACTICES MUST REMAIN IN
PLACE UNTIL
FINAL STABILIZATION IS ACHIEVED (SEE SECTION 7 OF THIS SWPPP).
THE TIMING OF THE INSTALLATION OF SEDIMENT CONTROL PRACTICES MAY BE ADJUSTED TO
ACCOMMODATE SHORT-TERM ACTIVITIES SUCH AS CLEARING OR GRUBBING, OR PASSAGE OF
VEHICLES. ANY SHORT TERM ACTIVITY MUST BE COMPLETED AS QUICKLY AS POSSIBLE AND THE
SEDIMENT CONTROL PRACTICES MUST BE RE-INSTALLED IMMEDIATELY AFTER THE ACTIVITY IS
COMPLETED. SEDIMENT CONTROL PRACTICES MUST BE INSTALLED BEFORE THE NEXT RAIN
EVENT EVEN IF THE ACTIVITY IS NOT COMPLETE.
2.2 PRESERVE 50 FOOT NATURAL BUFFER
THE CONTRACTOR MUST PRESERVE A 50 FOOT NATURAL BUFFER WHEN A SURFACE WATER IS
LOCATED WITHIN 50 FEET OF THE PROJECT'S EARTH DISTURBANCES AND STORMWATER FLOWS
TO THE SURFACE WATER. THE CONTRACTOR IS NOT REQUIRED TO ENHANCE THE QUALITY OF
THE VEGETATION THAT ALREADY EXISTS IN THE BUFFER OR PROVIDE VEGETATION IF NONE
EXISTS.
2.3 CONTROL STORMWATER FLOWING ONTO AND THROUGH THE
PROJECT
D ^hZ ^^,Kh> d< EdK E^hZ d,d͞> E͟ZhEK&&&ZKDK&&^/d /^/s Zd
AROUND DISTURBED AREAS ON SITE. CARE SHOULD BE TAKEN THAT RE-ROUTING OFF SITE
RUNOFF DOES NOT RESULT IN FLOODING OR OTHER ISSUES ON ADJACENT PROPERTIES.
(DESCRIBE ANTICIPATED AREAS OF OFF-SITE STORMWATER RUN ON; DESCRIBE BMPS, SUCH AS
DIVERSION BERMS AND/OR DITCHES USES TO DIVERT FLOWS AROUND DISTURBED AREAS.
INCLUDE ROCK CHECK DAMS WHERE APPROPRIATE)
BMP DESCRIPTION:
TEMPORARY DIVERSION DITCH
INSTALLATION SCHEDULE:
INSTALL TEMPORARY DIVERSION DITCHES AS SHOWN ON THE SWPPP PLAN
SHEETS, AND AS NEEDED THROUGHOUT CONSTRUCTION, PRIOR TO UP
GRADIENT GROUND DISTURBING ACTIVITIES
MAINTENANCE AND INSPECTION REQUIREMENTS:
THE WETTED PERIMETER OF ANY TEMPORARY OR PERMANENT DRAINAGE
DITCH MUST BE STABILIZED WITHIN 200 LINEAL FEET FROM THE PROPERTY
EDGE OR FROM THE POINT OF DISCHARGE INTO ANY SURFACE WATER. THIS
STABILIZATION MUST BE COMPLETED WITHIN 24 HOURS OF CONNECTING TO
A SURFACE WATER. THE REMAINDER OF THE DITCH MUST BE STABILIZED
WITHIN 7 DAYS OF CONNECTING TO A SURFACE WATER AND AFTER
CONSTRUCTION HAS CEASED.
TEMPORARY OR PERMANENT DITCHES THAT ARE BEING USED AS A SEDIMENT
CONTAINMENT SYSTEM DO NOT NEED TO BE STABILIZED, BUT MUST BE
STABILIZED WITHIN 24 HOURS AFTER NO LONGER BEING USED AS A
SEDIMENT CONTAINMENT SYSTEM.
DITCHES MUST BE INSPECTED EVERY 7 DAYS, AND WITHIN 24 HOURS AFTER
Ϭ͘ϱ͟ϮϰͲ,KhZZ/E s Ed͘Ez^ /D Ed WK^/d /E/s Z^/KE
DITCHES MUST BE REMOVED AND ANY EXPOSED SOILS STABILIZED WITHIN 7
DAYS OF DISCOVERY UNLESS PRECLUDED BY LEGAL, REGULATORY, OR
PHYSICAL ACCESS CONSTRAINTS. IF PRECLUDED, NOTE REASON FOR DELAY
ON MAINTENANCE LOG.
RESPONSIBLE STAFF
(CONTRACTOR TO COMPLETE):
2.4 STABILIZE SOILS
1.d DWKZZz^ /E'ʹ/^dhZ Z ^d,dZ EKdz dd&/E>'Z hdd,d
WILL NOT BE ACTIVELY WORKED FOR 7 DAYS OR MORE MUST BE TEMPORARILY STABILIZED.
TEMPORARY STABILIZATION MUST BE INITIATED IMMEDIATELY WHERE WORK HAS
TEMPORARILY CEASED AND MUST BE COMPLETED NO LATER THAN 14 CALENDAR DAYS AFTER
WORK IN THAT PORTION OF THE SITE HAS TEMPORARILY CEASE. TEMPORARY SEEDING SHALL BE
IN ACCORDANCE WITH MN/DOT SEED MIXTURE NUMBER 21-111 OR 21-112 DEPENDING ON
THE SEASON OF PLANTING (SEE MN/DOT SPECIFICATION SECTION 2575.3) SEEDING METHOD
AND APPLICATION RATE SHALL CONFORM TO MN/DOT SPECIFICATION SECTION 2575.3.
TEMPORARY MULCH SHALL BE APPLIED IN ACCORDANCE WITH MN/DOT SPECIFICATION
SECTION 2575.3F1 AND 2575.3G. ALTERNATIVELY, HYDRAULIC SOIL STABILIZER IN ACCORDANCE
WITH MN/DOT SPECIFICATION SECTION 2575.3H MAY BE USED IN PLACE OF TEMPORARY
MULCH.
2.W ZDE Ed^d/>/d/KEʹ>>Z ^d&/E>'Z Dh^d ^d/>/ t/d,/Eϳ
DAYS AFTER COMPLETION OF THE MAJOR CONSTRUCTION ACTIVITY. PERMANENT
STABILIZATION MUST BE INITIATED IMMEDIATELY WERE WORK HAS PERMANENTLY CEASED
AND MUST BE COMPLETED NO LATER THAN 7 CALENDAR DAYS AFTER CONSTRUCTION ACTIVITY
IN THAT PORTION OF THE SITE HAS PERMANENTLY CEASED. SEEDED AREAS SHALL BE
PROTECTED WITH MULCH. PERMANENT MULCH SHALL CONFORM TO MN/DOT
SPECIFICATION 3882, TYPE 3 AT 2 TONS/ACRE AND SHALL BE DISK ANCHORED. HYDRAULIC SOIL
STABILIZER MAY BE USED IN PLACE OF MULCH IF APPROVED BY CIVIL ENGINEER. IF HYDRAULIC
SOIL STABILIZER IS USED, IT SHALL BE MN/DOT TYPE 6. (DESCRIBE THE PERMANENT
STABILIZATION).
2.5 PROTECT SLOPES
^d W^>KW Z ^ʹd, KEdZdKZDh^dD/E/D/ d, E &KZ/^dhZE K&
PORTIONS OF THE PROJECT THAT HAVE STEEP SLOPES (3:1 OR GREATER).CONTRACTOR MUST
USE TECHNIQUES SUCH AS PHASING AND STABILIZATION PRACTICES DESIGNED FOR STEEP
SLOPES, SUCH AS SLOPE DRAINING AND TERRACING. SLOPES STEEPER THAN 3:1 MUST BE
PROTECTED BY EROSION CONTROL BLANKETS.
BMP DESCRIPTION:
EROSION CONTROL BLANKET
INSTALLATION SCHEDULE:
INSTALL EROSION CONTROL BLANKETS AS SHOWN ON THE SWPPP PLAN
SHEETS, AND AS NEEDED THROUGHOUT CONSTRUCTION, WITHIN THE
TIMEFRAME ALLOWED FOR STABILIZATION AFTER WORK HAS CEASED IN AN
AREA, DEPENDING ON THE LOCATION (I.E. 24 HOURS, 7 DAYS, 14 DAYS)
MAINTENANCE AND INSPECTION REQUIREMENTS:
TO FUNCTION PROPERLY, EROSION CONTROL BLANKETS MUST BE IN
CONTACT WITH THE SOIL BENEATH THE BLANKET. BLANKETS MUST BE
SECURED PER THE CONSTRUCTION DETAIL PROVIDED WITH THE SWPPP
PLAN SHEETS.
/E^W d>E< d^ s Zzϳz^KZt/d,/EϮϰ,KhZ^&d ZϬ͘ϱ͟
24-HOUR RAIN EVENT. REPAIR OR REPLACE NON-FUNCTIONAL BLANKETS
WITHIN 24 HOURS AFTER DISCOVERY.
RESPONSIBLE STAFF
(CONTRACTOR TO COMPLETE):
BMP DESCRIPTION:
(ADD BMPS OR DELETE THIS SECTION)
INSTALLATION SCHEDULE:
MAINTENANCE AND INSPECTION REQUIREMENTS:
RESPONSIBLE STAFF
(CONTRACTOR TO COMPLETE):
2.6 PROTECT STORM DRAIN INLETS
ALL STORM DRAIN INLETS MUST BE PROTECTED BY APPROPRIATE MEANS DURING
CONSTRUCTION UNTIL ALL
SOURCES WITH POTENTIAL FOR DISCHARGING TO THE INLET HAVE BEEN STABILIZED. INLET
PROTECTION MAY
BE REMOVED FOR A PARTICULAR INLET IF A SPECIFIC SAFETY CONCERN (STREET
FLOODING/FREEZING) HAS
BEEN IDENTIFIED AND PERMITTEE(S) HAVE RECEIVED WRITTEN CORRESPONDENCE FROM THE
JURISDICTIONAL AUTHORITY (E.G. CITY/COUNTY/TOWNSHIP/MNDOT/ETC.) VERIFYING THE NEED
FOR
REMOVAL. THE WRITTEN CORRESPONDENCE MUST BE DOCUMENTED IN THIS SWPPP.
BMP DESCRIPTION:
J-HOOK CURB TRAP
INSTALLATION SCHEDULE:
INSTALL INLET PROTECTION IN EXISTING STRUCTURES AS DIRECTED ON THE
SWPPP PLAN SHEETS, AND AS NEEDED THROUGHOUT CONSTRUCTION,
PRIOR TO BEGINNING GROUND DISTURBING ACTIVITIES UP GRADIENT OF
THE INLET. INSTALL INLET PROTECTION ON NEW STRUCTURES AS SOON AS
THE STRUCTURES ARE PUT INTO USE.
MAINTENANCE AND INSPECTION REQUIREMENTS:
INSPECT J-HOOK CURB TRAPS EVERY 7 DAYS OR WITHIN 24 HOURS AFTER
Ϭ͘ϱ͟ϮϰͲ,KhZZ/E s Ed͘:Ͳ,KK<hZdZW^^,Kh> > E
OUT WHEN THE SEDIMENT BUILD-UP REACHED 1/3 THE HEIGHT OF THE
TRAP. THIS MAINTENANCE MUST BE COMPLETED WITHIN 24 HOURS OF
DISCOVERY.
RESPONSIBLE STAFF
(CONTRACTOR TO COMPLETE):
BMP DESCRIPTION:
WIMCO (OR APPROVED EQUAL) INLET PROTECTION
INSTALLATION SCHEDULE:
INSTALL INLET PROTECTION IN EXISTING STRUCTURES AS DIRECTED ON THE
SWPPP PLAN SHEETS, AND AS NEEDED THROUGHOUT CONSTRUCTION,
PRIOR TO BEGINNING GROUND DISTURBING ACTIVITIES UP GRADIENT OF
THE INLET. INSTALL INLET PROTECTION ON NEW STRUCTURES AS SOON AS
THE STRUCTURES ARE PUT INTO USE.
MAINTENANCE AND INSPECTION REQUIREMENTS:
INSPECT INLET PROTECTION EVERY 7 DAYS OR WITHIN 24 HOURS AFTER A
Ϭ͘ϱ͟ϮϰͲ,KhZZ/E s Ed͘^ /D EdhDh>d/KE^^,Kh>
REMOVED WHEN SEDIMENT BUILD-UP REACHES 1/2 THE CAPACITY OF
THE DEVICE, OR, IF MORE STRINGENT, IN ACCORDANCE WITH
MANUFACTURER RECOMMENDATIONS. THIS MAINTENANCE MUST BE
COMPLETED WITHIN 24 HOURS OF DISCOVERY.
RESPONSIBLE STAFF
(CONTRACTOR TO COMPLETE):
2.7 ESTABLISH PERIMETER CONTROLS AND SEDIMENT BARRIERS
ALL STRUCTURAL SEDIMENT CONTROLS INTENDED TO RECEIVE AND TREAT CONSTRUCTION
RUNOFF MUST BE IN PLACE BEFORE ANY UP GRADIENT LAND ALTERATION CAN BEGIN AND
MUST STAY IN OPERATION UNTIL FINAL STABILIZATION OF THE SITE HAS BEEN ACHIEVED.
TEMPORARY SOIL STOCKPILES MUST HAVE SILT FENCE OR OTHER EFFECTIVE SEDIMENT
CONTROLS, AND CANNOT BE PLACED IN ANY NATURAL BUFFERS OR SURFACE WATERS,
INCLUDING STORMWATER CONVEYANCES SUCH AS CURB AND GUTTER SYSTEMS, OR CONDUITS
AND DITCHES UNLESS THERE IS A BYPASS IN PLACE FOR THE STORMWATER.
BMP DESCRIPTION:
SILT FENCE
INSTALLATION SCHEDULE:
INSTALL SILT FENCE AS DIRECTED ON THE SWPPP PLAN SHEETS, AND AS
NEEDED THROUGHOUT CONSTRUCTION, PRIOR TO COMMENCING UP
GRADIENT LAND DISTURBING ACTIVITIES.
MAINTENANCE AND INSPECTION REQUIREMENTS:
/E^W d^/>d& E s Zzϳz^KZt/d,/EϮϰ,KhZ^&d ZϬ͘ϱ͟
24-HOUR RAIN EVENT. SEDIMENT ACCUMULATIONS SHOULD BE
REMOVED WHEN SEDIMENT BUILD-UP REACHES 1/2 THE HEIGHT OF THE
SILT FENCE. THIS MAINTENANCE MUST BE COMPLETED WITHIN 24 HOURS
OF DISCOVERY.
RESPONSIBLE STAFF
(CONTRACTOR TO COMPLETE):
BMP DESCRIPTION:
BIOLOGS
INSTALLATION SCHEDULE:
INSTALL BIOLOGS AS DIRECTED ON THE SWPPP PLAN SHEETS, AND AS
NEEDED THROUGHOUT CONSTRUCTION, PRIOR TO COMMENCING UP
GRADIENT LAND DISTURBING ACTIVITIES.
MAINTENANCE AND INSPECTION REQUIREMENTS:
/E^W d/K>K'^ s Zzϳz^KZt/d,/EϮϰ,KhZ^&d ZϬ͘ϱ͟ϮϰͲ
HOUR RAIN EVENT. SEDIMENT ACCUMULATIONS SHOULD BE REMOVED
WHEN SEDIMENT BUILD-UP REACHES 1/2 THE HEIGHT OF THE BIOLOG.
THIS MAINTENANCE MUST BE COMPLETED WITHIN 24 HOURS OF
DISCOVERY.
RESPONSIBLE STAFF
(CONTRACTOR TO COMPLETE):
2.8 RETAIN SEDIMENT ON-SITE
ANY OFF-SITE ACCUMULATIONS OF SEDIMENT MUST BE REMOVED IN A MANNER AND AT A
FREQUENCY SUFFICIENT TO MINIMIZE OFF-SITE IMPACT (E.G. FUGITIVE SEDIMENT IN STREETS
COULD BE WASHED INTO STORM SEWERS BY THE NEXT RAIN AND/OR POSE A SAFETY HAZARD
TO USERS OF PUBLIC STREETS).
TEMPORARY SEDIMENTATION BASINS AND SEDIMENT TRAPS ARE TO BE UTILIZED DURING
CONSTRUCTION TO CAPTURE AND TREAT SEDIMENT LADED RUN OFF. THE TEMPORARY
SEDIMENTATION BASINS HAVE BEEN DESIGNED TO[RETAIN THE RUNOFF FROM A 2 YEAR, 24
HOUR STORM EVENT, EXCEPT THAT IN NO CASE SHALL THE BASIN PROVIDE LESS THAN 1,800
CUBIC FEET OF LIVE STORAGE OR PROVIDE 3,600 CUBIC FEET OF STORAGE BELOW THE OUTLET
PIPE PER ACRE DRAINED TO THE BASIN IN ACCORDANCE WITH PART III.C OF THE GENERAL
PERMIT. (MODIFY TO BE IN ACCORDANCE WITH APPENDIX A OF THE PERMIT IF APPLICABLE)
BMP DESCRIPTION:
TEMPORARY SEDIMENTATION BASIN
INSTALLATION SCHEDULE:
INSTALL TEMPORARY SEDIMENTATION BASIN PRIOR TO BEGINNING
UPSLOPE LAND DISTURBING ACTIVITIES. IF THIS IS NOT POSSIBLE DUE TO
EXISTING TOPOGRAPHY, LIMIT DISTURBANCE TO ONLY THOSE AREAS
NECESSARY TO INSTALL TEMPORARY SEDIMENTATION BASIN.
MAINTENANCE AND INSPECTION REQUIREMENTS:
INSPECT TEMPORARY SEDIMENTATION BASINS EVERY 7 DAYS OR WITHIN
Ϯϰ,KhZ^&d ZϬ͘ϱ͟ϮϰͲ,KhZZ/E s Ed͘d DWKZZzE
PERMANENT SEDIMENTATION BASINS MUST BE DRAINED AND THE
SEDIMENT REMOVED WHEN THE VOLUME OF SEDIMENT COLLECTED IN
d, ^/EZ , ^Ъd, ^dKZ' sK>hD ͘d,/^D/Ed EE Dh^d
BE COMPLETED WITHIN 72 HOURS OF DISCOVERY, OR AS SOON AS FIELD
CONDITIONS ALLOW ACCESS. IF CONDITIONS DO NOT ALLOW
MAINTENANCE TO BE PERFORMED WITHIN 72 HOURS, DOCUMENT THE
CAUSE OF DELAY ON THE MAINTENANCE FORM. REFER TO SECTION 3.8
OF THIS SWPPP FOR BASIN DRAINING GUIDELINES.
RESPONSIBLE STAFF
(CONTRACTOR TO COMPLETE):
2.9 ESTABLISH STABILIZED CONSTRUCTION EXITS
ROCK CONSTRUCTION EXITS HAVE BEEN DESIGNED TO PREVENT SEDIMENT TRACK OFF. IF
THERE IS EVIDENCE OF SEDIMENT TRACKING FROM VEHICLES IN PAVED AREAS, THE SEDIMENT
MUST BE REMOVED BY STREET SWEEPING OR OTHER METHOD AS SOON AS FEASIBLY POSSIBLE,
BUT NO LONGER THAN 24 HOURS AFTER DISCOVERY. [DESCRIBE ADDITIONAL BMPS USED TO
MINIMIZE VEHICLE TRACKING]
BMP DESCRIPTION:
ROCK EXIT DRIVE
INSTALLATION SCHEDULE:
INSTALL ROCK EXITS AS SHOWN ON THE SWPPP PLAN SHEETS AS SOON
AS POSSIBLE AT THE BEGINNING OF CONSTRUCTION ACTIVITIES. INSTALL
ADDITIONAL ROCK EXIT DRIVES AS NEEDED THROUGHOUT CONSTRUCTION.
MAINTENANCE AND INSPECTION REQUIREMENTS:
INSPECT ROCK EXIT DRIVES EVERY 7 DAYS OR WITHIN 24 HOURS AFTER A
Ϭ͘ϱ͟ϮϰͲ,KhZZ/E s Ed͘ZK< y/dZ/s ^Dh^d W Z/K/>>z
͚Z &Z ^, ͛dK E^hZ WZKW Z&hEd/KE>/dz͘D/Ed EE ^,Kh>
BE PERFORMED WHEN THE EXIT APPEARS SMOOTH AND COMPACTED OR
WHEN THE ROCK EXIT DRIVE CEASES TO FUNCTION PROPERLY. EXIT
LOCATIONS SHOULD BE INSPECTED FOR SIGNS OF OFF-SITE SEDIMENT
TRACKING. TRACKED SEDIMENT MUST BE REMOVED FROM ALL PAVED
SURFACES WITHIN 24 HOURS OF DISCOVERY. STREET SWEEPING MUST BE
USED IF ROCK EXIT DRIVES ARE NOT ADEQUATE TO PREVENT SEDIMENT
FROM BEING TRACKED ONTO THE STREET.
RESPONSIBLE STAFF
(CONTRACTOR TO COMPLETE):
2.10 CONTROL STORMWATER DISCHARGE POINTS
PIPE OR OTHER TEMPORARY OR PERMANENT OUTLETS MUST BE STABILIZED WITH TEMPORARY
OR PERMANENT ENERGY DISSIPATION WITHIN 24 HOURS AFTER CONNECTION TO A SURFACE
WATER. DRAINAGE DITCHES OR SWALES WITHIN 200 FEET OF THE PROPERTY EDGE MUST BE
STABILIZED WITHIN 24 HOURS OF CONNECTION TO A SURFACE WATER. THE REMAINDER OF THE
DITCH MUST BE STABILIZED WITHIN 14 DAYS OF CONNECTION.
BMP DESCRIPTION:
RIPRAP
INSTALLATION SCHEDULE:
INSTALL RIPRAP AS SHOWN ON SWPPP PLANS AND/OR GRADING PLANS.
INSTALLATION MUST BE COMPLETED WITHIN 24 HOURS OF CONNECTING
TO A SURFACE WATER.
MAINTENANCE AND INSPECTION REQUIREMENTS:
/E^W dKhd> d^ s Zzϳz^KZt/d,/EϮϰ,KhZ^&d ZϬ͘ϱ͟ϮϰͲ
HOUR RAIN EVENT. REPAIR, REPLACE OR SUPPLEMENT NON-FUNCTIONING
RIPRAP ENERGY DISSIPATION WITHIN 24 HOURS OF DISCOVERY. ANY
OFF SITE ACCUMULATION OF SEDIMENT MUST BE REMOVED IN MANNER
AND AT A FREQUENCY TO MINIMIZE OFF-SITE IMPACTS.
RESPONSIBLE STAFF
(CONTRACTOR TO COMPLETE):
2.11 ADDITIONAL EROSION AND SEDIMENT CONTROL BMPS
POLYMERS, FLOCCULANTS, OR OTHER SEDIMENTATION TREATMENT CHEMICALS MUST BE
APPLIED AFTER CONVENTIONAL EROSION AND SEDIMENT CONTROL DEVICES ARE UTILIZED.
CHEMICALS MAY ONLY BE APPLIED WHERE TREATED STORMWATER IS DIRECTED TO A
SEDIMENT CONTROL SYSTEM WHICH ALLOWS FOR FILTRATION OR SETTLEMENT OF THE FLOC
PRIOR TO DISCHARGE. CONSIDERATION MUST BE GIVEN WHEN SELECTING CHEMICALS TO THE
EXPECTED SOIL TYPES TO BE EXPOSED DURING CONSTRUCTION, AND TO THE EXPECTED
TURBIDITY, pH, AND FLOW RATE OF STORMWATER FLOWING INTO THE CHEMICAL TREATMENT
SYSTEM OR AREA. IF CHEMICALS ARE PART OF THE EROSION CONTROL PLAN, THEY MUST BE
USED IN ACCORDANCE WITH ACCEPTED ENGINEERING PRACTICE, AND WITH DOSING
SPECIFICATION AND SEDIMENT REMOVAL DESIGN SPECIFICATIONS PROVIDED BY THE
MANUFACTURER OR PROVIDER/SUPPLIER OF THE APPLICABLE CHEMICALS.
2.12 ADDITIONAL EROSION AND SEDIMENT CONTROL BMPS
[DESCRIBE ADDITIONAL EROSION AND SEDIMENT CONTROL BMPS USED]
BMP DESCRIPTION:
(ADD BMPS OR DELETE THIS SECTION)
INSTALLATION SCHEDULE:
MAINTENANCE AND INSPECTION REQUIREMENTS:
RESPONSIBLE STAFF
(CONTRACTOR TO COMPLETE):
BMP DESCRIPTION:
(ADD BMPS OR DELETE THIS SECTION)
INSTALLATION SCHEDULE:
MAINTENANCE AND INSPECTION REQUIREMENTS:
RESPONSIBLE STAFF:
(CONTRACTOR TO COMPLETE)
SECTION 3: DEWATERING AND BASIN DRAINING
3.1 DEWATERING AND BASIN DRAINING
ALLOWABLE NON-STORMWATER DISCHARGES, AS DEFINED BY THE GENERAL PERMIT, ARE
LIMITED TO DEWATERING AND BASIN DRAINING. DEWATERING OR BASIN DRAINING THAT MAY
HAVE TURBID OR SEDIMENT LADEN DISCHARGE WATER MUST BE DISCHARGED TO A
TEMPORARY OR PERMANENT SEDIMENTATION BASIN ON
THE PROJECT SITE WHENEVER POSSIBLE. IF THE WATER CANNOT BE DISCHARGED TO A
SEDIMENTATION BASIN PRIOR TO ENTERING THE SURFACE WATER, IT MUST BE TREATED WITH
THE APPROPRIATE BMPS, SUCH THAT THE DISCHARGE DOES NOT ADVERSELY AFFECT THE
RECEIVING WATER OR DOWNSTREAM LANDOWNERS. THE CONTRACTOR MUST ENSURE THAT
DISCHARGE POINTS ARE ADEQUATELY PROTECTED FROM EROSION AND SCOUR. THE DISCHARGE
MUST BE DISPERSED OVER NATURAL ROCK RIPRAP, SAND BAGS, PLASTIC SHEETING OR OTHER
ACCEPTED ENERGY DISSIPATION MEASURES. ADEQUATE SEDIMENTATION CONTROL MEASURES
ARE REQUIRED FOR DISCHARGE WATER THAT CONTAINS SUSPENDED SOLIDS. ALL WATER FROM
DEWATERING OR BASIN DRAINING MUST BE DISCHARGED IN A MANNER THAT DOES NOT CAUSE
NUISANCE CONDITIONS, EROSION IN RECEIVING CHANNELS OR ON DOWNSLOPE PROPERTIES,
OR INUNDATION IN WETLANDS CAUSING SIGNIFICANT ADVERSE IMPACT TO THE WETLAND IF
THE CONTRACTOR ELECTS TO UTILIZE FILTERS WITH BACKWASH WATER, THE CONTRACTOR
MUST HAUL THE BACKWASH WATER AWAY FOR DISPOSAL, RETURN THE BACKWATER TO THE
BEGINNING OF THE TREATMENT PROCESS, OR INCORPORATE THE BACKWASH WATER INTO THE
SITE IN A MANNER THAT DOES NOT CAUSE EROSION. THE CONTRACTOR MUST REPLACE AND
CLEAN THE FILTER MEDIA USED IN DEWATERING DEVICES. ( PROJECT SPECIFIC DEWATERING
PROCESS MUST BE DEFINED)
BMP DESCRIPTION:
(ADD BMPS OR DELETE THIS SECTION)
INSTALLATION SCHEDULE:
MAINTENANCE AND INSPECTION REQUIREMENTS:
RESPONSIBLE STAFF:
(CONTRACTOR TO COMPLETE)
BMP DESCRIPTION:
(ADD BMPS OR DELETE THIS SECTION)
INSTALLATION SCHEDULE:
MAINTENANCE AND INSPECTION REQUIREMENTS:
RESPONSIBLE STAFF:
(CONTRACTOR TO COMPLETE)
SECTION 4: GOOD HOUSEKEEPING BMPS
4.1 MATERIAL HANDLING AND WASTE MANAGEMENT
1.^K>/t^d /^WK^>ʹEK^K>/Dd Z/>^͕/E>h/E'KE^dZhd/KEE
DEMOLITION MATERIALS, COLLECTED SEDIMENT, ASPHALT AND CONCRETE MILLINGS, SHALL BE
ALLOWED TO BE CARRIED FROM THE SITE WITH STORM WATER. ALL SOLID WASTE, INCLUDING
DISPOSABLE MATERIALS INCIDENTAL TO THE MAJOR CONSTRUCTION ACTIVITIES, MUST BE
COLLECTED AND PLACED IN CONTAINERS. THE CONTAINERS WILL BE EMPTIED PERIODICALLY BY
A CONTRACT TRASH DISPOSAL SERVICE AND HAULED AWAY FROM THE SITE. DISPOSAL OF SOLID
WASTES MUST COMPLY WITH MPCA REQUIREMENTS.
2.'ZKhEtd ZWZKd d/KEʹ^h^dE ^d,d,s d, WKd Ed/>&KZWK>>hd/E'
SURFACE AND/OR GROUNDWATER MUST BE CONTROLLED BY WHATEVER MEANS NECESSARY IN
ORDER TO ENSURE THAT THEY DO NOT DISCHARGE FROM THE SITE. AS AN EXAMPLE, SPECIAL
CARE MUST BE EXERCISED DURING EQUIPMENT FUELING AND SERVICING OPERATIONS. IF A
SPILL OCCURS, IT MUST BE CONTAINED AND DISPOSED OF SO THAT IT WILL NOT FLOW FROM
THE SITE OR ENTER GROUNDWATER, EVEN IF THIS REQUIRES REMOVAL, TREATMENT, AND
DISPOSAL OF SOIL. IN THIS REGARD, POTENTIALLY POLLUTING SUBSTANCES SHOULD BE
HANDLED IN A MANNER CONSISTENT WITH THE IMPACT THEY REPRESENT
3.^E/dZz&/>/d/ ^ʹ>>W Z^KEE >/EsK>s t/d,KE^dZhd/KEd/s/d/ ^Dh^d
COMPLY WITH STATE AND LOCAL SANITARY SEPTIC SYSTEM REGULATIONS. PORTABLE TOILETS
MUST BE POSITIONED SO THAT THEY ARE SECURE AND WILL NOT BE TIPPED OR KNOCKED OVER.
TEMPORARY SANITARY FACILITIES WILL BE PROVIDED AT THE SITE THROUGHOUT THE
CONSTRUCTION PHASE WHERE REQUIRED BY STATE OR LOCAL REGULATIONS. THEY MUST BE
UTILIZED BY ALL CONSTRUCTION PERSONNEL AND BE SERVICED BY A COMMERCIAL OPERATOR.
4.2 ESTABLISH PROPER STORAGE, HANDLING AND DISPOSAL PRACTICES
HAZARDOUS MATERIALS AND TOXIC WASTE (INCLUDING OIL, DIESEL FUEL, GASOLINE,
HYDRAULIC FLUIDS, PAINT SOLVENTS, PERTOLEUM-BASE PRODUCTS, WOOD PRESERVATIVES,
ADDITIVES, CURING COMPOUNDS, AND ACIDS) MUST BE STORED IN WATERPROOF
CONTAINERS WITH SECONDARY CONTAINMENT, AND THEIR LOCATION(S) MUST BE NOTED ON
THE SWPPP MAP. EXCEPT DURING APPLICATION, THE CONTENTS MUST BE KEPT IN TRUCKS OR
WITHIN STORAGE FACILITIES WITH RESTRICTED ACCESS TO PREVENT VANDALISM.
STORAGE AND DISPOSAL OF HAZARDOUS WASTE MUST BE IN COMPLIANCE WITH MCPA
REGULATIONS. RUNOFF CONTAINING SUCH MATERIAL MUST BE COLLECTED, REMOVED FROM
THE SITE, TREATED, AND DISPOSED AT AN APPROVED SOLID WASTE OR CHEMICAL DISPOSAL
FACILITY.BUILDING PRODUCTS THAT HAVE THE POTENTIAL TO LEACH POLLUTANTS AND
PESTICIDES, HERBICIDES, INSECTICIDES, FERTILIZERS, TREATMENT CHEMICALS AND LANDSCAPE
MATERIALS MUST BE UNDER COVER BY PLASTIC SHEETING OR TEMPORARY ROOFS TO PREVENT
DISCHARGE, OR PROTECTED BY SIMILAR EFFECTIVE MEANS TO PREVENT CONTACT WITH
STORMWATER.
4.3 DESIGNATE WASHOUT AREAS
THE CONTRACTOR SHALL DESIGNATE AREAS FOR CONCRETE WASHOUT, AND NOTE THE
LOCATIONS ON THE SITE MAP. ALL LIQUID AND SOLID WASTES GENERATED BY CONCRETE
WASHOUT OPERATIONS MUST BE CONTAINED IN A LEAK PROOF CONTAINMENT FACILITY OR
IMPERMEABLE LAYER. THE LIQUID AND SOLID WASTES MUST NOT CONTACT THE GROUND, AND
THERE MUST NOT BE RUNOFF FROM THE CONCRETE WASHOUT OPERATIONS OR AREAS. LIQUID
AND SOLID WASTE MUST BE DISPOSED OF PROPERLY AND IN COMPLIANCE WITH MPCA
REGULATIONS. A SIGN MUST BE INSTALLED ADJACENT TO EACH WASHOUT FACILITY TO
INFORM CONCRETE EQUIPMENT OPERATORS TO UTILIZE PROPER FACILITIES.
BMP DESCRIPTION:
CONCRETE WASHOUT
INSTALLATION SCHEDULE:
PRIOR TO CONCRETE WORK.
MAINTENANCE AND INSPECTION REQUIREMENTS:
INSPECT CONCRETE WASHOUTS FOR EVIDENCE OF DISCHARGE EVERY 7
z^KZt/d,/EϮϰ,KhZ^&d ZϬ͘ϱ͟ϮϰͲ,KhZZ/E s Ed͘Z W/Z͕
REPLACE OR SUPPLEMENT NON-FUNCTIONING CONCRETE WASHOUTS
WITHIN 24 HOURS OR PRIOR TO NEXT USE.
RESPONSIBLE STAFF
(CONTRACTOR TO COMPLETE):
Client
Project
Location
Certification
Sheet Title
Summary
Revision History
Sheet No.Revision
Project No.
Date Submittal / RevisionNo.By
Designed:Drawn:
Approved:Book / Page:
Phase:Initial Issued:
THE DRIESSEN
GROUP, LLC
4999 FRANCE AVE. S., SUITE 216
EDINA, MN 55410
DAKOTA RETAIL
CHANHASSEN,
MN
DAKOTA AVENUE AND HWY. 5
MCA EPF / CKJ
E
CEN19486
Registration No.
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.
If applicable, contact us for a wet signed copy of this
plan which is available upon request at Sambatek, Inc.,
Minnetonka, MN office.
Date:23450
Mark C. Anderson
08/25/2014
A 07/17/14 CKJ City comments
B 07/28/14 EPF Site/Grading/Utility Revisions
C 08/08/14 EPF Phase I Grading
D 08/25/14 CKJ For Permit
E 10/09/14 CKJ Starbucks Comments
Oct 10, 2014 - 3:01pm - User:576 L:\PROJECTS\CEN19486\dwg\Civil\Preliminary\19486-C5.01-EROS.dwg
C5.05
EROSION &
SEDIMENT
CONTROL PLAN
- SWPPP
4.4 ESTABLISH PROPER EQUIPMENT/VEHICLE FUELING AND MAINTENANCE
PRACTICES
THE CONTRACTOR SHALL DESIGNATE AREAS FOR EQUIPMENT FUELING, CLEANING,
MAINTENANCE AND REPAIR, AND NOTE THE LOCATION(S) ON THE SWPPP SITE MAPS. RUNOFF
MUST BE CONTAINED WITHIN THE DESIGNATED AREAS (I.E. THROUGH USE OF A TEMPORARY
BERM). THE AREAS MUST NOT BE LOCATED IN ANY SURFACE WATER. SPECIAL CARE MUST BE
EXERCISED DURING EQUIPMENT FUELING AND SERVICING OPERATIONS. IF A SPILL OCCURS, IT
MUST BE CONTAINED AND DISPOSED OF SO THAT IT WILL NOT FLOW FROM THE SITE OR ENTER
GROUNDWATER, EVEN IF THIS REQUIRES REMOVAL, TREATMENT, AND DISPOSAL OF SOIL. IT IS
THE CONTRACTORS RESPONSIBILITY TO ENSURE THAT ADEQUATE SUPPLIES ARE AVAILABLE AT
ALL TIMES TO CLEAN UP DISCHARGED MATERIALS AND THAT AN APPROPRIATE DISPOSAL
METHOD IS AVAILABLE FOR RECOVERED SPILLED MATERIALS. NO ENGINE
DEGREASING IS ALLOWED ON SITE.
4.5 CONTROL EQUIPMENT/VEHICLE WASHING
THE CONTRACTOR SHALL DESIGNATE LOCATION(S) FOR VEHICLE WASHING, AND NOTE THE
LOCATION(S) ON THE SWPPP SITE MAP. RUNOFF FROM THE WASHING AREA MUST BE
CONTAINED IN A SEDIMENT BASIN OR OTHER SIMILARLY EFFECTIVE CONTROLS AND WASTE
FROM THE WASHING ACTIVITY MUST BE PROPERLY DISPOSED OF. THE CONTRACTOR MUST
PROPERLY USE AND STORE SOAPS, DETERGENTS AND SOLVENTS. THE USE OF DETERGENTS FOR
LARGE-SCALE WASHING IS PROHIBITED (I.E. VEHICLES, BUILDINGS, PAVEMENT SURFACES, ETC.).
ENGINE DEGREASING OF TRUCKS AND OTHER CONSTRUCTION
VEHICLES IS ALSO PROHIBITED.
BMP DESCRIPTION:
INSTALLATION SCHEDULE:
MAINTENANCE AND INSPECTION REQUIREMENTS:
BMP DESCRIPTION:
INSTALLATION SCHEDULE:
MAINTENANCE AND INSPECTION REQUIREMENTS:
RESPONSIBLE STAFF:
(CONTRACTOR TO COMPLETE)
BMP DESCRIPTION:
INSTALLATION SCHEDULE:
MAINTENANCE AND INSPECTION REQUIREMENTS:
RESPONSIBLE STAFF:
(CONTRACTOR TO COMPLETE)
3.6 SPILL PREVENTION AND CONTROL PLAN
1./ Ed>^W/>>ʹ/^,Z' K&K/>KZKd, Z,ZKh^^h^dE ^/^^h: ddK
REPORTING AND CLEAN UP REQUIREMENTS. IN CASE OF AN ACCIDENTAL SPILL, THE
MINNESOTA POLLUTION CONTROL AGENCY IS TO BE NOTIFIED AT THEIR 24-HOUR
TELEPHONE NUMBER: 651-649-5451. REFER TO SECTION V, ITEM C OF THE GENERAL
PERMIT.
2.'ZKhEtd ZWZKd d/KEʹ^h^dE ^d,d,s d, WKd Ed/>&KZWK>>hd/E'
SURFACE AND/OR GROUNDWATER MUST BE CONTROLLED BY WHATEVER MEANS
NECESSARY IN ORDER TO ENSURE THAT THEY DO NOT DISCHARGE FROM THE SITE. AS AN
EXAMPLE, SPECIAL CARE MUST BE EXERCISED DURING EQUIPMENT FUELING AND SERVICING
OPERATIONS. IF A SPILL OCCURS, IT MUST BE CONTAINED AND DISPOSED OF SO THAT IT
WILL NOT FLOW FROM THE SITE OR ENTER GROUNDWATER, EVEN IF THIS REQUIRES
REMOVAL, TREATMENT, AND DISPOSAL OF SOIL. IN THIS REGARD, POTENTIALLY POLLUTING
SUBSTANCES SHOULD BE HANDLED IN A MANNER CONSISTENT WITH THE IMPACT THEY
REPRESENT.
BMP DESCRIPTION:
INSTALLATION SCHEDULE:
MAINTENANCE AND INSPECTION REQUIREMENTS:
RESPONSIBLE STAFF:
(CONTRACTOR TO COMPLETE)
BMP DESCRIPTION:
INSTALLATION SCHEDULE:
MAINTENANCE AND INSPECTION REQUIREMENTS:
RESPONSIBLE STAFF:
(CONTRACTOR TO COMPLETE)
3.7 ANY ADDITIONAL BMPS
BMP DESCRIPTION:
(ADD BMPS OR DELETE THIS SECTION)
INSTALLATION SCHEDULE:
MAINTENANCE AND INSPECTION REQUIREMENTS:
RESPONSIBLE STAFF:
(CONTRACTOR TO COMPLETE)
BMP DESCRIPTION:
(ADD BMPS OR DELETE THIS SECTION)
INSTALLATION SCHEDULE:
MAINTENANCE AND INSPECTION REQUIREMENTS:
RESPONSIBLE STAFF:
(CONTRACTOR TO COMPLETE)
(CONTRACTOR TO COMPLETE)
SECTION 5: POST-CONSTRUCTION BMPS
RATE CONTROL IS ACCOMPLISHED BY THE USE OF AN OUTLET CONTROL STRUCTURE PRIOR TO
ENTERING THE PUBLIC STORM SEWER. SUMP MANHOLES AND A FILTRATION TRENCH ARE
UTILIZED TO ACCOMPLISH WATER QUALITY CONTROL.
SECTION 6: INSPECTIONS
6.1 INSPECTIONS
1.INSPECTION FREQUENCY AND RESPONSIBILITY
KWd/KEϭʹKEdZdKZZ ^WKE^/> &KZ/E^W d/KE^
BETWEEN THE TIME THIS SWPPP IS IMPLEMENTED AND FINAL SITE STABILIZATION IS ACHIEVED
AND THE NOTICE OF TERMINATION FILED WITH THE MPCA, ALL DISTURBED AREAS AND
POLLUTANT CONTROLS MUST BE INSPECTED AT LEAST ONCE EVERY SEVEN CALENDAR DAYS AND
WITHIN 24 HOURS FOLLOWING A RAINFALL OF 0.5 INCHES OR GREATER. THE PURPOSE OF SITE
INSPECTIONS IS TO ASSESS PERFORMANCE OF POLLUTANT CONTROLS. THE INSPECTIONS WILL BE
KEhd zd, KEdZdKZ͛^ ^/'Ed Z WZ ^ Edd/s ͘^ KEd, ^
INSPECTIONS, THE CONTRACTOR WILL DECIDE WHETHER IT IS NECESSARY TO MODIFY THIS
SWPPP, ADD OR RELOCATE STRUCTURAL BMPS, OR WHATEVER ELSE MAY BE NEEDED IN ORDER
TO PREVENT POLLUTANTS FROM LEAVING THE SITE VIA STORM WATER RUNOFF. IF THE SWPPP
REQUIRES MODIFICATION, THOSE CHANGES TO THE SWPPP MUST BE DOCUMENTED. THE
CONTRACTOR HAS THE DUTY TO CAUSE POLLUTANT CONTROL MEASURES TO BE REPAIRED,
MODIFIED, MAINTAINED, SUPPLEMENTED, OR WHATEVER ELSE IS NECESSARY IN ORDER TO
ACHIEVE EFFECTIVE POLLUTANT CONTROL.
KWd/KEϮʹKtE ZZ ^WKE^/> &KZ/E^W d/KE^
BETWEEN THE TIME THIS SWPPP IS IMPLEMENTED AND FINAL SITE STABILIZATION IS ACHIEVED
AND THE NOTICE OF TERMINATION FILED WITH THE MPCA, ALL DISTURBED AREAS AND
POLLUTANT CONTROLS MUST BE INSPECTED AT LEAST ONCE EVERY SEVEN CALENDAR DAYS AND
WITHIN 24 HOURS FOLLOWING A RAINFALL OF 0.5 INCHES OR GREATER. THE PURPOSE OF SITE
INSPECTIONS IS TO ASSESS PERFORMANCE OF POLLUTANT CONTROLS. THE INSPECTIONS WILL BE
KEhd zd, KtE Z͛^ ^/'Ed Z WZ ^ Edd/s ͘^ KEd, ^ /E^W d/KE^͕
THE CONTRACTOR WILL DECIDE WHETHER IT IS NECESSARY TO MODIFY THIS SWPPP, ADD OR
RELOCATE STRUCTURAL BMPS, OR WHATEVER ELSE MAY BE NEEDED IN ORDER TO PREVENT
POLLUTANTS FROM LEAVING THE SITE VIA STORM WATER RUNOFF. IF THE SWPPP REQUIRES
MODIFICATION, THOSE CHANGES TO THE SWPPP MUST BE DOCUMENTED. THE CONTRACTOR
HAS THE DUTY TO CAUSE POLLUTANT CONTROL MEASURES TO BE REPAIRED, MODIFIED,
MAINTAINED, SUPPLEMENTED, OR WHATEVER ELSE IS NECESSARY IN ORDER TO ACHIEVE
EFFECTIVE POLLUTANT CONTROL.
Ϯ͘/E^W d/KEWZK hZ ^ʹ yDW> ^K&WZd/h>Z/d D^dK s>hd hZ/E'^/d
INSPECTIONS ARE LISTED BELOW. THIS LIST IS NOT INTENDED TO BE COMPREHENSIVE. DURING
EACH INSPECTION THE INSPECTOR MUST EVALUATE OVERALL POLLUTANT CONTROL SYSTEM
PERFORMANCE AS WELL AS PARTICULAR DETAILS OF INDIVIDUAL SYSTEM COMPONENTS.
ADDITIONAL FACTORS SHOULD BE CONSIDERED AS APPROPRIATE TO THE CIRCUMSTANCES.
A. PRE-INSPECTION PREPARATION:
1. INSPECTORS SHOULD BE FAMILIAR WITH THE SWPPP, INCLUDING THE EROSION
AND SEDIMENT CONTROL PLANS, PAST INSPECTION REPORTS, AND
MAINTENANCE LOGS.
2. [DELETE THIS NOTE IF THE SITE DOES NOT HAVE SPECIAL DISCHARGE
REQUIREMENTS] PAY SPECIAL ATTENTION TO STORM WATER DISCHARGE TO
SPECIAL/IMPAIRED WATERS AND WETLANDS; DISCHARGES TO SPECIAL/IMPAIRED
WATERS AND WETLANDS HAVE ADDITIONAL REQUIREMENTS THAT ARE
DESCRIBED IN APPENDIX A OF THE GENERAL PERMIT, AND ADDRESSED IN THIS
SWPPP.
B. SITE ENTRY:
1. BEFORE ENTERING THE SITE, OBSERVE THE SURROUNDINGS AND VARIOUS
STAGES OF CONSTRUCTION. NOTE AREAS FOR IN-DEPTH REVIEW AND ANY POTENTIAL ISSUES.
2. THIS IS A GOOD TIME TO VIEW CONSTRUCTION SITE VEHICLE EXIT LOCATIONS
AND PERIMETER CONTROLS.
C. RECORDS REVIEW:
1. VERIFY THAT A COPY OF THE SWPPP AND APPLICATION FOR THE NPDES STORM
WATER PERMIT, AND COPIES OF ALL CONSTRUCTION SITE INSPECTIONS ARE ON
SITE.
2. VERIFY THAT THE TIMING FOR INSTALLATION OF ALL EROSION PREVENTION AND
SEDIMENT CONTROL BMPS, AS WELL AS CONSTRUCTION PHASING, IS GENERALLY
BEING FOLLOWED.
3. SWPPPS ARE INTENDED TO BE DYNAMIC DOCUMENTS, VERIFY THAT
AMENDMENTS OR CHANGES TO THE SWPPP ARE BEING MADE WHEN:
A. A CHANGE IN DESIGN, CONSTRUCTION, OPERATION, MAINTENANCE,
WEATHER OR SEASONAL CONDITIONS HAVE A SIGNIFICANT EFFECT ON
STORM WATER DISCHARGES
B. INSPECTIONS INDICATE THE SWPPP IS NOT EFFECTIVE
C. THE SWPPP IS NOT CONSISTENT WITH THE TERMS OF THE GENERAL
PERMIT
D. SITE INSPECTION (NOTE TIMELINES FOR MAINTENANCE INCLUDED IN
INSPECTION/MAINTENANCE REPORT; REFER TO APPENDIX E FOR
INSPECTION REPORT/MAINTENANCE FORM)
1. INSPECT DISCHARGE POINTS DOWNSTREAM AND OFF-SITE AREAS FOR SIGNS OF
IMPACT.
2. INSPECT PERIMETER CONTROLS:
A. HAVE PERIMETER CONTROLS BEEN PROPERLY INSTALLED AND
MAINTAINED?
B. ARE CONSTRUCTION ENTRANCES/EXITS FUNCTIONING PROPERLY? ARE
ADDITIONAL
ENTRANCES/EXITS BEING USED THAT ARE NOT STABILIZED?
C. ALL STORM DRAINS MUST BE PROTECTED AND TEMPORARY STOCKPILES
MUST HAVE SEDIMENT CONTROLS INSTALLED.
D. ALL EXPOSED SOILS MUST HAVE TEMPORARY OR PERMANENT EROSION
PROTECTION WITHIN 7 DAYS OF INACTIVITY.
3. COMPARE BMPS IN THE SWPPP WITH CONSTRUCTION SITE CONDITIONS: ARE
REQUIRED BMPS IN PLACE; ARE ADDITIONAL BMPS NEEDED; ARE BMPS IN
PLACE PROPERLY INSTALLED AND MAINTAINED?
4. INSPECT AREAS THAT HAVE BEEN DISTURBED AND ARE NOT CURRENTLY BEING
WORKED. ANY UNSEEDED OR UNMULCHED BARE AREAS THAT HAVE BEEN
IDLE FOR 2 WEEKS SHOULD BE NOTED.
5. INSPECT AREAS WITH FINAL STABILIZATION. IN ORDER FOR FINAL STABILIZATION
TO BE ACHIEVED, AREAS MUST HAVE A UNIFORM COVER WITH A DENSITY OF
70% OVER ENTIRE AREA. TEMPORARY BMPS SHOULD BE REMOVED AND
AREAS DISTURBED BY REMOVAL SEEDED AS NECESSARY.
E. EXIT INTERVIEW:
1. DEBRIEF THE PERSON IN CHARGE. EXPLAIN THE IDENTIFIED DEFICIENCIES AND
ANY AREAS OF CONCERN.
F. A COPY OF THE COMPLETED INSPECTION REPORT MUST BE KEPT WITH THE SWPPP ON
SITE.
IF AN INSPECTION FORM OTHER THAN THE ONE PROVIDED IN SECTION 02370 IS USED, THE
INSPECTION
REPORT USED SHOULD INCLUDE, AT A MINIMUM, THE FOLLOWING:
*DATE & TIME OF INSPECTION
*NAME OF INSPECTOR(S)
*FINDINGS OF INSPECTIONS AND RECOMMENDATIONS FOR CORRECTIVE ACTIONS
*CORRECTIVE ACTIONS TAKEN, INCLUDING DATES, TIMES AND NAMES OF PARTY
COMPLETING MAINTENANCE
*DATE & AMOUNT OF RAINFALL
*RECORD OF ALL POINTS OF DISCHARGE FROM THE PROPERTY AND DESCRIPTION OF
DISCHARGE
*NOTE TO UPDATE THE SWPPP
6.2 DELEGATION OF AUTHORITY
DULY AUTHORIZED REPRESENTATIVE(S) OR POSITION(S):
COMPANY OR ORGANIZATION NAME:
NAME:
POSITION:
ADDRESS:
CITY, STATE, ZIP CODE:
TELEPHONE NUMBER:
FAX/EMAIL:
A COPY OF THE SIGNED DELEGATION OF AUTHORITY FORM IS ATTACHED IN APPENDIX J.
6.3 CORRECTIVE ACTION LOG
THE INSPECTION/MAINTENANCE FORM ATTACHED AS APPENDIX E INCORPORATES BOTH
INSPECTION AND
MAINTENANCE REPORTING INTO A SINGLE FORM. THIS FORM ALSO SPECIFIES THE TIME
ALLOWED FOR
CORRECTIONS TO BE PERFORMED. IF THE PARTY PERFORMING INSPECTIONS CHOOSES TO USE
ANOTHER
INSPECTION FORM, A SEPARATE CORRECTIVE ACTION LOG MUST BE PROVIDED.
SECTION 7: RECORDKEEPING AND TRAINING
7.1 RECORDKEEPING
Z KZZ d Ed/KEʹd, KtE ZDh^d< Wd, ^tWWW/E>h/E'>>,E' ^D dK
IT
DURING CONSTRUCTION (SEE SECTION 6.2), ALONG WITH THE FOLLOWING ADDITIONAL
RECORDS ON FILE FOR THREE YEARS AFTER COMPLETION OF THE CONSTRUCTION PROJECT
(FINAL STABILIZATION AND NOTICE OF TERMINATION):
1. ANY OTHER STORMWATER RELATED PERMITS REQUIRED FOR THE PROJECT
2. RECORDS OF ALL INSPECTIONS AND MAINTENANCE CONDUCTED DURING CONSTRUCTION
3. ALL PERMANENT OPERATION AND MAINTENANCE AGREEMENTS THAT HAVE BEEN
IMPLEMENTED,
INCLUDING ALL RIGHT OF WAY, CONTRACTS, COVENANTS AND OTHER BINDING REQUIREMENTS
REGARDING PERPETUAL MAINTENANCE
4. ALL REQUIRED CALCULATIONS FOR DESIGN OF THE TEMPORARY AND PERMANENT STORM
WATER MANAGEMENT SYSTEMS
7.2 LOG OF CHANGES TO THE SWPPP
A COPY OF THE SWPPP UPDATE LOG FORM IS ATTACHED IN APPENDIX F.
DK/&/d/K^dKd, ^tWWWʹd,/^^tWWW/Ed E^dKKEdZK>td ZͲKZE E>/Yh/
POLLUTANT DISCHARGES BY SOME COMBINATION OF INTERCEPTION, FILTRATION, AND
CONTAINMENT. THE GENERAL CONTRACTOR AND SUBCONTRACTORS IMPLEMENTING THIS
SWPPP MUST REMAIN ALERT TO THE NEED TO PERIODICALLY REFINE AND UPDATE THE SWPPP IN
ORDER TO ACCOMPLISH THE INTENDED GOALS. THIS SWPPP MUST BE AMENDED AS NECESSARY
DURING THE COURSE OF CONSTRUCTION IN ORDER TO KEEP IT CURRENT WITH THE POLLUTANT
CONTROL MEASURES UTILIZED AT THE SITE. AMENDING THE SWPPP DOES NOT MEAN THAT IT
HAS TO BE REPRINTED. IT IS ACCEPTABLE TO ADD ADDENDA, SKETCHES, NEW SECTIONS, AND/OR
REVISED DRAWINGS. THIS SWPPP MUST BE UPDATED AS NECESSARY TO INCLUDE ADDITIONAL
REQUIREMENTS, SUCH AS ADDITIONAL OR MODIFIED BMPS, DESIGNED TO CORRECT PROBLEMS
IDENTIFIED OR ADDRESS SITUATIONS WHENEVER:
1. THERE IS A CHANGE IN DESIGN, CONSTRUCTION, OPERATION, MAINTENANCE, WEATHER OR
SEASONAL CONDITIONS THAT HAS A SIGNIFICANT EFFECT ON THE DISCHARGE OF POLLUTANTS
TO SURFACE WATERS OR UNDERGROUND WATERS.
2. INSPECTIONS OR INVESTIGATIONS BY SITE OPERATORS, LOCAL, STATE OR FEDERAL OFFICIALS
INDICATE THE SWPPP IS NOT EFFECTIVE IN ELIMINATING OR SIGNIFICANTLY MINIMIZING THE
DISCHARGE OF POLLUTANTS TO SURFACE WATERS OR UNDERGROUND WATERS OR THAT THE
DISCHARGES ARE CAUSING WATER QUALITY STANDARD EXCEEDANCES.
3. THE SWPPP IS NOT ACHIEVING THE GENERAL OBJECTIVES OF CONTROLLING POLLUTANTS IN
STORM WATER DISCHARGES ASSOCIATED WITH CONSTRUCTION ACTIVITY, OR THE SWPPP IS NOT
CONSISTENT WITH THE TERMS AND CONDITIONS OF THE GENERAL PERMIT.
ϰ͘d, DW,^ d ZD/E d,dd, WZK: d͛^^dKZDtd Z/^,Z' ^Dzh^
OR CONTRIBUTE TO NON-ATTAINMENT OF ANY APPLICABLE WATER STANDARD, OR THAT THE
SWPPP DOES NOT INCORPORATE REQUIREMENTS RELATED TO AN APPROVED TOTAL MAXIMUM
DAILY LOAD (TMDL) IMPLEMENTATION PLAN. IN THIS CASE, THE SWPPP MUST BE UPDATED OR
A SUPPLEMENTAL BMP ACTION PLAN DEVELOPED TO ADDRESS THE IDENTIFIED CONCERNS.
7.3 TRAINING
THE PERMITTEE(S) MUST FULFILL TRAINING REQUIREMENTS AND INCLUDE RECORDS OF
TRAINING IN THE SWPPP. REFRESHER TRAINING MUST BE ATTENDED EVERY THREE YEARS,
STARTING THREE YEARS FROM THE ISSUANCE OF THE 2013 GENERAL PERMIT (ISSUED 8/1/13)
INDIVIDUALS REQUIRED TO BE TRAINED INCLUDE:
1.INDIVIDUALS PREPARING THE SWPPP
2.INDIVIDUALS OVERSEEING IMPLEMENTATION OF, REVISING, AND AMENDING THE SWPPP
AND INDIVIDUALS PERFORMING INSPECTIONS. ONE OF THESE INDIVIDUALS MUST BE
AVAILABLE FOR AN ON SITE INSPECTION WITHIN 72 HOURS UPON REQUEST BY THE MPCA.
3.INDIVIDUALS PERFORMING OR SUPERVISING THE INSTALLATION, MAINTENANCE AND
REPAIR OF BMPS. AT LEAST ONE INDIVIDUAL ON A PROJECT MUST BE TRAINED IN THESE JOB
DUTIES.
d, KEd EdE yd EdK&dZ/E/E'Dh^d KDD E^hZd t/d,d, /E/s/h>͛^
JOB DUTIES AND RESPONSIBILITIES WITH REGARD TO ACTIVITIES COVERED UNDER THE GENERAL
PERMIT. AT LEAST ONE INDIVIDUAL TRAINED IN THE JOB DUTIES LISTED ABOVE MUST BE
PRESENT ON THE SITE OR AVAILABLE TO THE SITE IN 72 HOURS.
TRAINING DOCUMENTATION MUST INCLUDE:
1.NAMES OF PERSONNEL ASSOCIATED WITH THE PROJECT THAT ARE REQUIRED TO BE
TRAINED
2.DATES OF TRAINING AND NAMES OF INSTRUCTOR AND ENTITY PROVIDING TRAINING
3.CONTENT OF TRAINING COURSE, INCLUDING NUMBER OF HOURS OF TRAINING
DOCUMENTATION MUST BE KEPT WITH THE SWPPP. COPIES OF TRAINING
RECORDS/CERTIFICATIONS ARE
ATTACHED IN APPENDIX I.
INDIVIDUALS MUST BE TRAINED BY LOCAL, STATE, FEDERAL AGENCIES, PROFESSIONAL
ORGANIZATIONS, OR OTHER ENTITIES WITH EXPERTISE IN EROSION PREVENTION, SEDIMENT
CONTROL, OR PERMANENT STORMWATER MANAGEMENT SUCH AS THE UNIVERSITY OF
MINNESOTA, MINNESOTA EROSION CONTROL ASSOCIATION, SOIL AND WATER CONSERVATION
DISTRICTS, OR THE MPCA.
SECTION 8: FINAL STABILIZATION
&/E>^d/>/d/KEʹdK,/ s &/E>^d/>/d/KEK&d, ^/d ͕d, KEdZdKZt/>>
IMPLEMENT THE FOLLOWING MEASURES AFTER ALL SOIL DISTURBING ACTIVITIES AT THE SITE
HAVE BEEN COMPLETED.
1. ALL SOILS MUST BE STABILIZED BY A UNIFORM PERENNIAL VEGETATIVE COVER WITH A
DENSITY OF 70 PERCENT OVER THE ENTIRE PERVIOUS SURFACE AREA, OR BY OTHER EQUIVALENT
MEANS NECESSARY TO PREVENT SOIL FAILURE UNDER EROSIVE CONDITIONS. REFER TO
LANDSCAPING PLANS/SPECIFICATIONS FOR TYPE OF VEGETATIVE COVER.
2. THE PERMANENT STORMWATER MANAGEMENT SYSTEM IS CONSTRUCTED, MEETS ALL
REQUIREMENTS IN PART III.D OF THE GENERAL PERMIT AND IS OPERATING AS DESIGNED.
TEMPORARY OR PERMANENT SEDIMENTATION BASINS THAT ARE TO BE USED AS PERMANENT
WATER QUALITY MANAGEMENT BASINS HAVE BEEN CLEANED OF ANY ACCUMULATED
SEDIMENT. ALL SEDIMENT HAS BEEN REMOVED FROM CONVEYANCE SYSTEMS AND DITCHES ARE
STABILIZED WITH PERMANENT COVER. [MODIFY THIS ITEM TO BE SITE SPECIFIC - DELETE
REFERENCES TO PERMANENT OR TEMPORARY SEDIMENTATION BASINS IF NONE ARE DESIGNED]
3. ALL DRAINAGE DITCHES CONSTRUCTED TO DRAIN WATER FROM THE SITE AFTER
CONSTRUCTION IS COMPLETE MUST BE STABILIZED TO PRECLUDE EROSION. [DELETE IF THERE
ARE NO PERMANENT DRAINAGE DITCHES AS PART OF THE DESIGN]
4. ALL TEMPORARY EROSION PREVENTION AND SEDIMENT CONTROL BMPS MUST BE REMOVED.
5. FOR CONSTRUCTION PROJECTS ON LAND USED FOR AGRICULTURAL PURPOSES FINAL
STABILIZATION MAY BE ACCOMPLISHED BY RETURNING THE DISTURBED LAND TO ITS
PRECONSTRUCTION AGRICULTURAL USE.
6.COVERAGE MAY BE TERMINATED PRIOR TO COMPLETION OF ALL CONSTRUCTION ACTIVITY
IF ALL OF THE FOLLOWING CONDITIONS ARE MET IN ADDITION TO NUMBERS 3 & 4 ABOVE:
a.CONSTRUCTION ACTIVITY HAS CEASED FOR AT LEAST 90 DAYS
b.AT LEAST 90% (BY AREA) OF ALL ORIGINALLY PROPOSED CONSTRUCTION ACTIVITY HAS
BEEN COMPLETED AND PERMANENT COVER ESTABLISHED ON THOSE AREAS
c.ON AREAS WHERE CONSTRUCTION ACTIVITY IS NOT COMPLETE, PERMANENT COVER HAS
BEEN ESTABLISHED
7. FOR RESIDENTIAL CONSTRUCTION ONLY, INDIVIDUAL LOTS ARE CONSIDERED FINALLY
STABILIZED IF THE STRUCTURE(S) ARE FINISHED AND TEMPORARY EROSION PROTECTION AND
DOWNGRADIENT PERIMETER CONTROL HAS BEEN COMPLETED AND THE RESIDENCE HAS BEEN
SOLD TO THE HOMEOWNER. ADDITIONALLY, THE PERMITTEE HAS DISTRIBUTED THE MPCA'S
"HOMEOWNER FACT SHEET" TO THE HOMEOWNER TO INFORM THE HOMEOWNER OF THE NEED
FOR, AND BENEFITS OF PERMANENT COVER.
SCALE IN FEET
0 4020
Client
Project
Location
Certification
Sheet Title
Summary
Revision History
Sheet No.Revision
Project No.
Date Submittal / RevisionNo.By
Designed:Drawn:
Approved:Book / Page:
Phase:Initial Issued:
THE DRIESSEN
GROUP, LLC
4999 FRANCE AVE. S., SUITE 216
EDINA, MN 55410
DAKOTA RETAIL
CHANHASSEN,
MN
DAKOTA AVENUE AND HWY. 5
MCA EPF / CKJ
E
CEN19486
Registration No.
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.
If applicable, contact us for a wet signed copy of this
plan which is available upon request at Sambatek, Inc.,
Minnetonka, MN office.
Date:23450
Mark C. Anderson
08/25/2014
A 07/17/14 CKJ City comments
B 07/28/14 EPF Site/Grading/Utility Revisions
C 08/08/14 EPF Phase I Grading
D 08/25/14 CKJ For Permit
E 10/09/14 CKJ Starbucks Comments
Oct 10, 2014 - 3:01pm - User:576 L:\PROJECTS\CEN19486\dwg\Civil\Preliminary\19486-C6.01-UTIL.dwg
C6.01
UTILITY PLAN
THE SUBSURFACE UTILITY INFORMATION SHOWN ON THESE PLANS IS A UTILITY QUALITY LEVEL D. THIS QUALITY LEVEL WAS DETERMINED
ACCORDING TO THE GUIDELINES OF ASCE/CI 38-02, TITLED "STANDARD GUIDELINES FOR THE COLLECTION AND DEPICTION OF EXISTING
SUBSURFACE UTILITY DATA." THE CONTRACTOR AND/OR SUBCONTRACTORS SHALL DETERMINE THE EXACT LOCATION OF ALL EXISTING
UTILITIES BEFORE COMMENCING WORK, BY CONTACTING THE NOTIFICATION CENTER (GOPHER STATE ONE FOR MINNESOTA). THE
CONTRACTOR AND/OR SUBCONTRACTOR AGREE TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES, WHICH MIGHT BE OCCASIONED BY
HIS OR HER FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL UTILITIES (UNDERGROUND AND OVERHEAD).
IF THE CONTRACTOR ENCOUNTERS ANY DRAIN TILE WITHIN THE SITE, HE OR SHE SHALL NOTIFY THE ENGINEER WITH THE LOCATION, SIZE,
INVERT AND IF THE TILE LINE IS ACTIVE. NO ACTIVE DRAIN TILE SHALL BE BACKFILLED WITHOUT APPROVAL FROM THE PROJECT ENGINEER.
A.THE UTILITY IMPROVEMENTS FOR THIS PROJECT SHALL BE CONSTRUCTED IN
ACCORDANCE WITH THE "STANDARD UTILITIES SPECIFICATIONS" AS PUBLISHED BY
THE CITY ENGINEERS ASSOCIATION OF MINNESOTA (CEAM), EXCEPT AS MODIFIED
HEREIN. CONTRACTOR SHALL OBTAIN A COPY OF THESE SPECIFICATIONS.
1.ALL UTILITIES SHALL BE CONSTRUCTED IN ACCORDANCE TO CITY
REQUIREMENTS.
2.CONTRACTOR SHALL NOT OPEN, TURN OFF, INTERFERE WITH, OR ATTACH
ANY PIPE OR HOSE TO OR TAP WATERMAIN BELONGING TO THE CITY
UNLESS DULY AUTHORIZED TO DO SO BY THE CITY. ANY ADVERSE
CONSEQUENCES OF ANY SCHEDULED OR UNSCHEDULED DISRUPTIONS OF
SERVICE TO THE PUBLIC ARE THE LIABILITY OF THE CONTRACTOR.
INSTALLATION OF NEW WATER AND SEWER SERVICES MUST BE
COORDINATED WITH CITY STAFF, INCLUDING ADVANCED NOTIFICATION OF
THE PARTIAL STREET CLOSURE, THE TIMING OF THE WORK TO MINIMIZE
TRAFFIC DISRUPTION, AND THE ON-SITE INSPECTION OF THE UTILITY
CONNECTIONS.
3.A MINIMUM VERTICAL SEPARATION OF 18 INCHES IS REQUIRED AT ALL
WATERMAIN AND SEWER MAIN (BUILDING, STORM AND SANITARY)
CROSSINGS.
B.ALL MATERIALS SHALL BE AS SPECIFIED IN CEAM SPECIFICATIONS EXCEPT AS
MODIFIED HEREIN.
1.ALL MATERIALS SHALL COMPLY WITH THE REQUIREMENTS OF THE CITY.
2.ALL SANITARY SEWER TO BE PVC SDR-35, UNLESS NOTED OTHERWISE.
3.ALL WATERMAIN TO BE DUCTILE IRON - CLASS 52, WITH 7.5 FEET MINIMUM
COVER.
4.ALL STORM SEWER PIPE TO BE REINFORCED CONCRETE PIPE WITH R-4
JOINTS, AND RUBBER GASKETS.
5.RIP RAP SHALL BE Mn/DOT CLASS 3.
C.CONTRACTOR SHALL REFER TO ARCHITECTURAL PLANS FOR EXACT LOCATIONS AND
DIMENSIONS OF VESTIBULE, EXIT PORCHES, RAMPS, TRUCK DOCKS, PRECISE
BUILDING DIMENSIONS AND EXACT BUILDING UTILITY ENTRANCE LOCATIONS.
D.THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND/OR
ELEVATION OF EXISTING UTILITIES AS SHOWN ON THESE PLANS IS BASED ON
RECORDS OF THE VARIOUS UTILITY COMPANIES AND, WHERE POSSIBLE,
MEASUREMENTS TAKEN IN THE FIELD. THE INFORMATION IS NOT TO BE RELIED ON
AS BEING EXACT OR COMPLETE. THE CONTRACTOR MUST CALL THE APPROPRIATE
UTILITY COMPANY AT LEAST 48 HOURS BEFORE ANY EXCAVATION TO REQUEST
EXACT FIELD LOCATION OF UTILITIES. IT SHALL BE THE RESPONSIBILITY OF THE
CONTRACTOR TO RELOCATE ALL EXISTING UTILITIES WHICH CONFLICT WITH THE
PROPOSED IMPROVEMENTS SHOWN ON THE PLANS. THE LOCATIONS OF SMALL
UTILITIES SHALL BE OBTAINED BY THE CONTRACTOR, BY CALLING GOPHER STATE
ONE CALL AT 454-0002.
E.THE CONTRACTOR SHALL TAKE ALL PRECAUTIONS NECESSARY TO AVOID PROPERTY
DAMAGE TO ADJACENT PROPERTIES DURING THE CONSTRUCTION PHASES OF THIS
PROJECT. THE CONTRACTOR WILL BE HELD SOLELY RESPONSIBLE FOR ANY DAMAGES
TO THE ADJACENT PROPERTIES OCCURRING DURING THE CONSTRUCTION PHASES
OF THIS PROJECT.
F.SAFETY NOTICE TO CONTRACTORS: 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 PERFORMANCE OF THE WORK. THIS
REQUIREMENT WILL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL
WORKING HOURS. THE DUTY OF THE ENGINEER OR THE DEVELOPER TO CONDUCT
CONSTRUCTION REVIEW OF THE CONTRACTOR'S PERFORMANCE IS NOT INTENDED
TO INCLUDE REVIEW OF THE ADEQUACY OF THE CONTRACTOR'S SAFETY MEASURES
IN, ON OR NEAR THE CONSTRUCTION SITE.
G.ALL AREAS OUTSIDE THE PROPERTY BOUNDARIES THAT ARE DISTURBED BY UTILITY
CONSTRUCTION SHALL BE RESTORED IN KIND. SODDED AREAS SHALL BE RESTORED
WITH 6 INCHES OF TOPSOIL PLACED BENEATH THE SOD.
H.THE CONTRACTOR SHALL 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. TRAFFIC CONTROL DEVICES SHALL CONFORM TO APPROPRIATE
MINNESOTA DEPARTMENT OF TRANSPORTATION STANDARDS.
I.ALL SOILS TESTING SHALL BE COMPLETED BY AN INDEPENDENT SOILS ENGINEER.
EXCAVATION FOR THE PURPOSE OF REMOVING UNSTABLE OR UNSUITABLE SOILS
SHALL BE COMPLETED AS REQUIRED BY THE SOILS ENGINEER. THE UTILITY BACKFILL
CONSTRUCTION SHALL COMPLY WITH THE REQUIREMENTS OF THE SOILS ENGINEER.
THE CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING ALL REQUIRED SOILS
TESTS AND SOIL INSPECTIONS WITH THE SOILS ENGINEER.
A GEOTECHNICAL ENGINEERING REPORT HAS BEEN COMPLETED BY:
COMPANY: BRAUN INTERTEC CORPORATION
ADDRESS: 11001 HAMPSHIRE AVE. SO MINNEAPOLIS, MN 55438
PHONE: 952.995.2000
DATED: JULY 30, 2014
THE CONTRACTOR SHALL OBTAIN A COPY OF THIS SOILS REPORT.
J.PRIOR TO PLACEMENT OF AGGREGATE BASE, A TEST ROLL WILL BE REQUIRED ON
THE STREET AND PARKING AREA SUBGRADE. THE CONTRACTOR SHALL PROVIDE A
LOADED TANDEM AXLE TRUCK WITH A GROSS WEIGHT OF 25 TONS. THE TEST
ROLLING SHALL BE AT THE DIRECTION OF THE SOILS ENGINEER AND SHALL BE
COMPLETED IN AREAS AS DIRECTED BY THE SOILS ENGINEER. THE SOILS ENGINEER
SHALL DETERMINE WHICH SECTIONS OF THE STREET OR PARKING AREA ARE
UNSTABLE. CORRECTION OF THE SUBGRADE SOILS SHALL BE COMPLETED IN
ACCORDANCE WITH THE REQUIREMENTS OF THE SOILS ENGINEER.
(OPTIONAL)
K.THE TREES AND OTHER NATURAL VEGETATION WITHIN THE PROJECT AND/OR
ADJACENT TO THE PROJECT ARE OF PRIME CONCERN TO THE CONTRACTOR'S
OPERATIONS. HE WILL BE REQUIRED TO PROTECT THE TREES WHICH ARE TO BE
SAVED TO BE SURE THAT EQUIPMENT IS NOT NEEDLESSLY OPERATED UNDER
NEARBY TREES AND SHALL EXERCISE EXTREME CAUTION IN WORKING ADJACENT TO
TREES. SHOULD ANY PORTION OF THE TREE BRANCHES REQUIRE REMOVAL TO
PERMIT OPERATION OF THE CONTRACTOR'S EQUIPMENT, HE SHALL OBTAIN THE
SERVICES OF A PROFESSIONAL TREE TRIMMING SERVICE TO TRIM THE TREES PRIOR
TO THE BEGINNING OF THE OPERATION. SHOULD THE CONTRACTORS' OPERATIONS
RESULT IN THE BREAKING OF ANY LIMBS, THE BROKEN LIMBS SHOULD BE REMOVED
IMMEDIATELY AND CUTS SHALL BE PROPERLY PROTECTED TO MINIMIZE ANY
DAMAGE. COSTS FOR TRIMMING SERVICES SHALL BE CONSIDERED INCIDENTAL TO
THE GRADING CONSTRUCTION AND NO SPECIAL PAYMENT WILL BE MADE.
L.THE CONTRACTOR SHALL SUBMIT 2 COPIES OF SHOP DRAWINGS FOR MANHOLE
AND CATCH BASIN STRUCTURES TO SAMBATEK. CONTRACTOR SHALL ALLOW 5
WORKING DAYS FOR SHOP DRAWING REVIEW.
M.THE CONTRACTOR AND THEIR SUPPLIER SHALL DETERMINE THE MINIMUM
DIAMETER REQUIRED FOR EACH STORM SEWER STRUCTURE.
TELEPHONE
ELECTRIC
GAS LINE
FORCEMAIN (SAN.)
EASEMENT
WATERMAIN
SANITARY SEWER
EXISTINGPROPOSED
STORM SEWER
CURB & GUTTER
DRAINTILE
D
S S
SLS
LEGENDUTILITY CONSTRUCTION NOTES
GEOTEXTILE FABRIC
MNDOT (3733-TYPE I) ON
THE BOTTOM & SIDES OF TRENCH.
2'
3:1 M
A
X
POND NWL = 934.00
6" PERFORATED HDPE DRAINTILE10:1 BEN
C
H
CATEGORY III EROSION
CONTROL BLANKET
& 4" TOP SOIL
3'
NOT TO SCALE
FILTRATION TRENCH CROSS-SECTION
NATIVE SOIL, SCARIFY TO A 1 FT DEPTH ON
BOTTOM AND BACKSIDE PRIOR TO
PLACEMENT OF IMPORTED SECTION.
4'
COURSE FILTER AGGREGATE
MNDOT (3149.2H)
SEE GRADING PLAN FOR
SEDIMENTATION BASIN
SLOPE
GALVANIZED GRATE (SPLIT)
4"X4" OPENINGS
6" DRAINTILE FROM FILTRATION
TRENCH
N.T.S.
01
ELEV=932.00
OCS-301 DETAIL
ELEV=
934.3
ELEV=
935.1
OUTLET ON DOWNSTREAM SIDE
OF WEIR WALL
ELEV=
933.80
REPAIR STREET TO
EXISTING PAVEMENT
SECTION
02
ELEV=936.00
934.45
935.22
935.55
SLOPE 3/4" PER FT.
1
3
C-01
12/11
NO SCALE
B612 CONCRETE CURB
AND GUTTER
MODIFIED B612 CONC. CURB &
GUTTER (ALONG SIDEWALK)
13
-
1
/
2
"
6"
6"
6"8"12"
3" R
7"
2"2"
2"
1/2" R
1/2" R
2 - #4 REINFORCING RODS AT CATCH BASINS
20 FEET IN LENGTH, CENTERED ON THE STRUCTURE
8"12"4"6"
1
3
13
-
1
/
2
"
6"
6"3" R
1/2" R
7"
TIP OUT
SLOPE 1/4" PER FT.
CLASS 5 BASE
SUBGRADE
*THE THICKNESS SHALL BE INCREASED TO A
MINIMUM DEPTH OF 1 INCHES AT DRIVEWAY
CROSSINGS.
GENERAL NOTES FOR CONCRETE CONSTRUCTION:
1.THE CONCRETE SIDEWALKS SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE
REQUIREMENTS OF MN/DOT "STANDARD SPECIFICATIONS FOR CONSTRUCTION".
2.SIDEWALK CONTROL JOINTS SHALL BE LOCATED AT 5 FEET ON CENTER. SIDEWALK
EXPANSION JOINTS SHALL BE LOCATED AT A MAXIMUM OF 100 FEET ON CENTER, AND
WHERE SIDEWALK ABUTS CURB, STRUCTURES, AND OTHER FIXED OBJECTS. SEAL ALL
EXPANSION JOINTS. BROOM FINISH SHALL BE PERPENDICULAR TO THE LINE OF TRAFFIC.
A
A
4" P.C. CONCRETE*
C-14
12/11
NO SCALE
CONCRETE SIDEWALK DETAIL
SECTION A-A
4" CLASS 5
4" P.C. CONCRETE
5'-0" MIN WIDTH
2.00%
A
ELEVATION
C-12A
12/11
NO SCALE
PEDESTRIAN CURB RAMP
OPTION
FRONT FACE
OF CURB
PARALLEL RAMP
SECTION A-A
PARALLEL RAMP
PLAN VIEW
OPTIONAL PARALLEL RAMP
(FOR NARROW SIDEWALKS ADJACENT TO CURB)
ISOMETRIC VIEW
4'-0" M
I
N
0.08 F
T
.
/
F
T
.
S
L
O
P
E
M
A
X
0.05 F
T
.
/
F
T
.
S
L
O
P
E
P
R
E
F
E
R
R
E
D
0.08 FT.
/
F
T
.
S
L
O
P
E
M
A
X
0.05 FT.
/
F
T
.
S
L
O
P
E
P
R
E
F
E
R
R
E
D
15'-0"
M
A
X
POSSIBLE CURB TO HOLD
ADJACENT GROUND0.
0
2
F
T
.
/
F
T
.
M
A
X
C
R
O
S
S
S
L
O
P
E
POSSIBLE CURB TO HOLD
ADJACENT GROUND
24
"
WA
L
K
4
'
M
I
N
10'-0"4'-0" MIN 10'-0"
10'-0" (6" CURB)
6'8" (4" CURB)
4'-0" MIN 10'-0" (6" CURB)
6'8" (4" CURB)
ROUND ALL SLOPED
INTERSECTIONS
POSSIBLE CURB TO HOLD
ADJACENT GROUND
0.05 FT/FT SLOPE PREFERRED
0.08 FT/FT SLOPE MAX
THESE ARE OPTIONAL PEDESTRIAN SIDEWALK ACCESS DETAILS THAT ARE NOT
REQUIRED BY CURRENT ADA REGULATIONS
CURB OR
CURB AND GUTTER
POSSIBLE CURB TO HOLD
ADJACENT GROUNDSIDEWALK WIDTH
MAX CROSS SLOPE
OF WALK IS 0.02 FT/FTCONCRETE WALK
NOTES:
1.1/2 INCH PREFORMED JOINT FILLER
MATERIAL, AASHTO M 213.
FRONT
FACE
OF CURB
A
Client
Project
Location
Certification
Sheet Title
Summary
Revision History
Sheet No.Revision
Project No.
Date Submittal / RevisionNo.By
Designed:Drawn:
Approved:Book / Page:
Phase:Initial Issued:
THE DRIESSEN
GROUP, LLC
4999 FRANCE AVE. S., SUITE 216
EDINA, MN 55410
DAKOTA RETAIL
CHANHASSEN,
MN
DAKOTA AVENUE AND HWY. 5
MCA EPF / CKJ
E
CEN19486
Registration No.
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.
If applicable, contact us for a wet signed copy of this
plan which is available upon request at Sambatek, Inc.,
Minnetonka, MN office.
Date:23450
Mark C. Anderson
08/25/2014
A 07/17/14 CKJ City comments
B 07/28/14 EPF Site/Grading/Utility Revisions
C 08/08/14 EPF Phase I Grading
D 08/25/14 CKJ For Permit
E 10/09/14 CKJ Starbucks Comments
Oct 10, 2014 - 3:02pm - User:576 L:\PROJECTS\CEN19486\dwg\Civil\Preliminary\19486-C9.01 DETL.dwg
C9.01
CONSTRUCTION
DETAILS
EXPANSION JOINT
DESIGN
GUTTER LINE
GRADE
TOP CURB
NEENAH R-3067
FRAME AND COVER,
OR EQUAL, WITH
TYPE DL, DR OR
VANE GRATE.
SURMOUNTABLE
CONCRETE CURB
AND GUTTER
2 NO. 4 REBARS ON
EACH SIDE OF CASTING
10 FOOT IN LENGTH
EXPANSION
JOINT
N.T.S.
CATCH BASIN CASTING AND CURB
NOTE: TIE LAST 3 JOINTS ON INLET AND
OUTLET. IF NO APRON IS USED, TIE LAST
3 SECTIONS OF PIPE. USE 2 TIE BOLT
&^d E Z^W Z:K/Ed/E^d>> dϲϬΣ
FROM TOP OR BOTTOM OF PIPE. USE
5/8" TIES FOR PIPE SIZES 12" TO 27". USE
3/4" TIES FOR PIPE SIZES 30" TO 66". USE
1" TIES FOR PIPE SIZES OVER 72". NUTS
AND WASHERS ARE NOT REQUIRED ON
PIPE SIZES LESS THAN 21".
INDIVIDUAL STONES, EXCEPT THOSE USED FOR
CHINKING, SHALL NOT WEIGHT LESS THAN 50 LBS.
EACH.
PLACE RIPRAP AROUND SIDES AND OVER TOP OF
FLARED END SECTIONS.
GEOFABRIC REQUIRED UNDER
RIPRAP (MIRAFI 500 OR EQUAL).
TRASH GUARDS WILL BE REQUIRED ON 12" OR
LARGER PIPES. IN PLACE OF TRASH GUARDS,
ENERGY DISSIPATORS (MN/DOT STANDARD PLATE
NO. 5201 B) MAY BE USED.
HAND-PLACED RIPRAP, 1 FOOT DEEP
NOTE: ONE CU. YD. IS
APPROXIMATELY 1.4 TONS.
SIZE OF PIPE RIPRAP REQUIRED
54" & Over 20-24 CU. YD.
36" to 48"10-13 CU. YD.
27" to 33"6-8 CU. YD.
24" & Less 4-6 CU. YD.
N.T.S.
FLARED END SECTION
9'
M
I
N
I
M
U
M
4'
M
I
N
LE
S
S
T
H
A
N
1
2
'
D
E
P
T
H
PAY LENGTH
SEWER MAIN
N.T.S.
SANITARY SEWER SERVICE
CONNECTION
N.T.S.
6' - 0"
4"
6 1/2"
9"
1/2" R
N.T.S.
B618 CONCRETE CURB & GUTTER
2" BITUMINOUS WEAR COURSE, MN/DOT SPWE B340E*
N.T.S.
PAVEMENT SECTIONS
8"
16
"
ϰϱ
Σ
Ζ
*6
"
2"VARIES
SLOPE @ 2.00%
4"
4"
N.T.S.
INTEGRAL SIDEWALK CURB
TRENCH AND BEDDING DETAILS TYPICAL CLEANOUT DETAIL
Client
Project
Location
Certification
Sheet Title
Summary
Revision History
Sheet No.Revision
Project No.
Date Submittal / RevisionNo.By
Designed:Drawn:
Approved:Book / Page:
Phase:Initial Issued:
THE DRIESSEN
GROUP, LLC
4999 FRANCE AVE. S., SUITE 216
EDINA, MN 55410
DAKOTA RETAIL
CHANHASSEN,
MN
DAKOTA AVENUE AND HWY. 5
MCA EPF / CKJ
E
CEN19486
Registration No.
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.
If applicable, contact us for a wet signed copy of this
plan which is available upon request at Sambatek, Inc.,
Minnetonka, MN office.
Date:23450
Mark C. Anderson
08/25/2014
A 07/17/14 CKJ City comments
B 07/28/14 EPF Site/Grading/Utility Revisions
C 08/08/14 EPF Phase I Grading
D 08/25/14 CKJ For Permit
E 10/09/14 CKJ Starbucks Comments
Oct 10, 2014 - 3:02pm - User:576 L:\PROJECTS\CEN19486\dwg\Civil\Preliminary\19486-C9.01 DETL.dwg
C9.02
CONSTRUCTION
DETAILS
FLOW
AS
N
E
E
D
E
D
48"
27"
1'
-
4
"
4'
7"
SECTION A-A
SECTION B-B
B B
A
A
STEPS 16" O.C. ON
DOWNSTREAM
SIDE
NOTES:
1.WHERE WATER MAY STAND, TOP OF
MANHOLE SHALL BE 2 FEET ABOVE GROUND,
AND/OR 2 FEET ABOVE THE 100 YEAR STORM
WATER ELEVATION.
2.ON MANHOLES 8' DEEP AND GREATER, A ONE
FOOT FOUR INCH (1'-4") PRECAST SECTION
SHALL BE PLACED IMMEDIATELY BELOW THE
CONE SECTION.
3.ALL JOINTS BETWEEN SECTIONS SHALL HAVE
"O" RING RUBBER GASKETS.
4.MINIMUM SLAB THICKNESS, 6" FOR 14'
DEPTH. INCREASE THICKNESS 1" FOR EACH 4'
OF DEPTH GREATER THAN 14' AND
REINFORCE WITH 6"X6" 10/10 MESH.
MANHOLE CASTING AND COVER, NEENAH R-1642-B, ESS BROS. 309, OR APPROVED
EQUAL WITH MACHINED BEARING SURFACES AND TWO (2) CONCEALED PICK HOLES.
20" TO SPRING
LINE (MAX.)
GASKETED
FLEXIBLE
WATERTIGHT
CONNECTION (TYP)
FULL BED OF MORTAR BETWEEN RINGS,
CASTING AND ON OUTSIDE OF RINGS.
2" ADJUSTING RINGS AS
REQUIRED (MIN. 2, MAX. 4)
ADJUST CASTING TO 1/2"
BELOW FINISHED BITUMINOUS
GRADE.
SLOPE 2"/FOOT
N.T.S.
02 STANDARD SANITARY
SEWER MANHOLE
4' DIA. M.H.-9" IN FROM BACK OF CURB
6' DIA. M.H.-3" BEHIND BACK OF CURB
8' DIA. M.H.-15" BEHIND BACK OF CURB
DIMENSION FROM BACK OF CURB
TO CENTER OF PIPE. FOR A 24"
GRATE OPENING.
24"X 36" SLAB OPENING
PROVIDE 27" DIAMETER OPENING IF ROUND
CASTING TO BE PROVIDED. SEE STORM
SEWER STRUCTURE SCHEDULE FOR
DIMENSIONS FROM BACK OF CURB TO
CENTER OF STRUCTURE.
NOTE: SEE STORM SEWER STRUCTURE
SCHEDULE FOR CASTING TYPE.
ALL JOINTS IN MANHOLE TO HAVE
"O" RING RUBBER GASKETS.
DOGHOUSES SHALL BE GROUTED ON
BOTH THE OUTSIDE AND THE INSIDE.
PIPE
D
I
A
M
E
T
E
R
VA
R
I
A
B
L
E
6"
6"
VARIABLE
5"
1'
-
4
"
9"
N.T.S.
01 CATCH BASIN MANHOLE
6" OVERLAP
12"
18
"
4"4"
12
"
M
I
N
.
2"
6"
DRAIN TILE
PACK
PERFORATED DRAIN TILE
PIPE REFER TO MnDOT
THERMOPLASTIC PIPE
3245
COARSE FILTER
AGGREGATE MnDOT
3149.2H
FILTER FABRIC MnDOT
3733 TYPE 1
EXTERIOR
CONCRETE SLAB OR
SIDEWALK SECTION
BITUMINOUS
PAVEMENT
SECTION
NON-FROST-SUSCEPTIBLE
GRANULAR MATERIAL HAVING LESS
THAN 50% PASSING THE NO. 40
SIEVE AND LESS THAN 7% PASSING
THE NO. 200 SIEVE.
3:1 TAPER
INVERT OF DRAINTILE
PIPE VARIES
DRAINTILE PACK
BUILDING FOOTING
FLOOR SLAB
VARIES
2'
MIN. SLOPE TO DRAIN
BO
T
.
O
F
F
O
O
T
O
R
5
'
M
A
X
4'
NOTES:
1. NON-FROST-SUSCEPTIBLE (NFS) GRANULAR MATERIAL SHALL BE PLACED
IN THIN LIFTS AND COMPACTED TO AT LEAST 95% OF THE MAXIMUM
STANDARD PROCTOR DRY DENSITY.
2.REFER TO UTILITY AND GRADING PLANS FOR PROPOSED SURFACE
GRADES AND DRAINTILE INVERTS AROUND BUILDING.
N.T.S.
1'
12" GRANULAR
MATERIAL AS
SPECIFIED BY SOILS
ENGINEER.
4" POLYETHYLENE PERFORATED UNDERDRAIN WRAPPED
WITH GEOTEXTILE MNDOT SPEC. 3773, TYPE 1.INSTALL
AT EACH CATCH BASIN LOW POINT. EXTEND TILE 25 FEET
EACH WAY FROM CATCH BASIN. CONTRACTOR TO INSTALL
4" UNDERDRAIN PIPE INTO STORM SEWER MANHOLE
STRUCTURE AND GROUT OPENING AS REQUIRED.
BITUMINOUS AND
AGGREGATE BASE SECTION
N.T.S.
DRAINTILE BEHIND CURB & GUTTER
RESIDENTIAL
3 FT 5 FT"B"
PL
EX
I
S
T
I
N
G
D
R
I
V
E
W
A
Y
A
NOTE:
SPACE CONTROL JOINTS SUCH
THAT NO PANEL IS GREATER
THAN 100 SQUARE FEET.
CONCRETE SLAB 6" MIN. THICKNESS FOR
RESIDENTIAL SECTION, 8" MIN. THICKNESS
FOR COMMERCIAL SECTION. BOTH
SECTIONS TO BE REINFORCED WITH 6 x 6
10/10 STEEL MESH AND HAVE 6" OF
COMPACTED GRANULAR SUBBASE. (SEE
SPECIFICATIONS)
SECTION A-A
VARIABLE (5' MIN)
VARIA
B
L
E
(
5
'
M
I
N
)
12'
M
I
N
"B"
"B"
"B"
A
COMMERCIAL
N.T.S.
CONCRETE DRIVEWAY APRON
SCALE IN FEET
0 4020
Client
Project
Location
Certification
Sheet Title
Summary
Revision History
Sheet No.Revision
Project No.
Date Submittal / RevisionNo.By
Designed:Drawn:
Approved:Book / Page:
Phase:Initial Issued:
THE DRIESSEN
GROUP, LLC
4999 FRANCE AVE. S., SUITE 216
EDINA, MN 55410
DAKOTA RETAIL
CHANHASSEN,
MN
DAKOTA AVENUE AND HWY. 5
MCA EPF / CKJ
E
CEN19486
Registration No.
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 LANDSCAPE
ARCHITECT under the laws of the State of
Minnesota.
This certification is not valid unless wet signed in blue
ink. If applicable, contact us for a wet signed copy of
this survey which is available upon request at MFRA,
Inc., Plymouth, MN office.
Date:40252
William Delaney
10/09/14
A 07/17/14 CKJ City comments
B 07/28/14 EPF Site/Grading/Utility Revisions
C 08/08/14 EPF Phase I Grading
D 08/25/14 CKJ For Permit
E 10/09/14 CKJ Starbucks Comments
Oct 10, 2014 - 3:02pm - User:576 L:\PROJECTS\CEN19486\dwg\Civil\Preliminary\19486-L1.01-LAND .dwg
L1.01
SITE
LANDSCAPE
PLAN
QUANTITIES SHOWN IN THE PLANTING SCHEDULE ARE FOR THE CONTRACTOR'S CONVENIENCE.
CONTRACTOR TO VERIFY QUANTITIES SHOWN ON THE PLAN.
BOTANICAL NAME
DECIDUOUS TREES
KEY COMMON NAME
2.5"BB 3
SIZE ROOT QTY.
2.5"BB 5
Gleditsia triacanthos
SKYLINE HONEYLOCUST
2.5"BB 2Celtis occidentalis HACKBERRY
2.5"BB 3Acer rubrum 'Nothwoods'NORTHHWOODS MAPLE
var. inermis 'Skyline'HL
BL
HB
RM
Tilia americana 'Boulevard' BOULEVARD LINDEN
RIVER BIRCH 1.5"BB 9
ORNAMENTAL TREES
Betula nigra
AUTUMN BRILLIANCE 1.5"BB 13Amelanchier x grandiflora
'Autumn Brilliance'
RB
SB
ST
R
A
I
T
L
E
A
D
E
R
NO
"
V
"
C
R
O
T
C
H
SPRING SNOW CRABAPPLE 1.5"BB 11Malus x 'Spring Snow'SS
LANDSCAPE LEGEND
CL
U
M
P
FO
R
M
ST
R
A
I
T
L
E
A
D
E
R
N
O
"
V
"
C
R
O
T
C
H
2.5"BB 5Acer saccharum'Bailsta'FALL FIESTA SUGAR MAPLESM
JAPANESE TREE LILAC 1.5"BB 17Syringa ReticulataTL
INSTALL
HEIGHT
MATURE
HEIGHT
10'50'
15'60'
15'50'
14'50'
14'50'
SERVICEBERRY
8'25'
8'20'
8'20'
8'25'
WETLAND FRINGE MN SEED MIX 35-621 (OLD BWSR U6)
WITH 'NO MOW FESCUE'
COMMERCIAL TURF - SOD HIGHLAND SOD
COMMERCIAL TURF - SEED MN SEED MIX 25-131 (OLD MNDOT 260)
W/ "NO MOW FESCUE MIX"
HARDWOOD MULCH (NATURAL COLOR)
SHREADED HARDWOOD MULCH
** NO MOW SEED FORMULA FROM SPECIALTY TURF & AG INC, FREEDOM MIX, AT 200LB/ACRE OR
APPROVED EQUAL. - WWW.SPECIALTYTURFAG.COM - 188-685-4521
SEED MIX LEGEND
(FOR ALL SHEETS)
SEED MIXTYPESYM.
x PROJECT VALUE / MINIMUM LANDSCAPE VALUE
xx PROJECT VALUE +/- $1,500,000 = $30,000
LANDSCAPE VALUE
xx BUFFERYARD "A"
BETWEEN COM AND COM PER 100'
xx (North Property Line 500')
xx (East Property Line 250')
xxx 1 CANOPY TREES
xxx 2 UNDERSTORY TREES
xxx 3 SHRUBS
xx BUFFERYARD "C"
BETWEEN COM AND MD PER 100'
xx (South Property Line 500')
xxx 3 CANOPY TREES
xxx 6 UNDERSTORY TREES
xxx 9 SHRUBS
CITY LANDSCAPE CODE
A.0DLQWDLQLQJ1DWLYH*UDVV$UHDVZLWK³1R0RZ6HHG´
1.The native grass areas will require regular management to become established and dominated by
native, non-invasive vegetation. This is critical in the first two to three years and should be
recognized as a component to the success of native grass areas. Management will include both
eliminating non-native and invasive vegetation along with creating ideal conditions for native
plants to flourish.
2.Some invasive plants are strong competitors and without management, could hamper establishment
the native planting. Invasive wetland species such as purple loosestrife, reed canary grass, and
cattail exist in many urban wetlands, and may contribute seed to the created areas.
3.Non-native plant removal/management and careful monitoring is vital during the early stages of
development. As native plants slowly grow and spread over the years, and as thatch builds, the site
will become less vulnerable to non-native and invasive species. Without non-native and invasive
plant removal/management it is highly unlikely that a diverse native plant community will become
established.
4.Methods:
a. Mowing/Weed Whipping
1)During the first two years of plant establishment mowing/weed whipping at a height of 6
to 10 inches where feasible, during the growing season, will reduce competition from
annual weeds. Mowing/weed whipping events should occur twice a year mid-July and
again in early September) prior to the seed head development of reed canary grass.
Mowing/weed whipping allows light to reach the small native seedlings and reduces
competition from weeds for water and soil nutrients.
b.Spot application of herbicide
1)Individual invasive plants (including cattail) can be eradicated through wick application
or spraying of herbicide. Rodeo or other Minnesota Department of Natural Resources
approved herbicides for use near /in water bodies should be applied by a licensed
applicator at the appropriate times to control individual plants.
c.Eradicate large infestations with herbicide
1)The most effective method of eradicating large colonies of plants is to wick-apply or
spray them with herbicide. Use Rodeo when spray may come in contact with water and
Roundup in upland situations. Repeated application will probably be necessary. Apply
to green, actively growing foliage. Herbicides can effectively control herbaceous
non-native vegetation when applied in spring or fall. Take great care not to apply
herbicide to surrounding native plants. A very small amount of herbicide can kill a plant.
5.Schedule:
a.Year 1: After planting, annual weeds should be mowed/weed whipped (before seed set)
where feasible, to a height of six to ten inches or removed as needed. The site will likely
require one to two mowing/weed whip events (mid-July and again in early September). Spot
herbicide application, or hand removal, of aggressive weeds such as; purple loosestrife, reed
canary grass, and cattails should also occur when the management crew is at the site to
mow/weed whip. Also, at the beginning of the maintenance period any shrubs in the native
grass areas should be sprayed with an appropriate herbicide.
1)July (middle) - Mow/weed whip wetland (where feasible) at a height of six to ten inches.
2)September (early)- Mow/weed whip wetland at a height of six to ten inches, spot spray
invasive species.
b.Year 2: Conduct an initial site visit in May to evaluate status of restoration and determine
management tasks for the year. These will likely include:
1)May - Spot spray invasive species. Mow/weed whip wetland at a height of six to ten
inches (mowing may not be needed or possible depending on wetness and condition).
Re-seed areas that do not meet the performance standards stated below.
2)September - Spot spray invasive species.
c.Year 3 (Contract may be fulfilled with this time) Conduct an initial site visit in May with to
evaluate status of restoration and determine management tasks for the year. These will likely
include:
a)May - Spot spray invasive species. Re-seed areas that do not meet the performance
standards stated below.
b)June/July - Spot spray invasive species.
c)September - Spot spray invasive species.
d.Year 4 and beyond: Inspect wetland annually to assess its condition.
1)May-September - Apply herbicide to invasive species. This should be required only
once per year.
6.Maintenance Responsibility
a.The applicant is responsible for completing the items of the Maintenance Plan and
Performance Standards. Monitoring of the wetland mitigation areas will be completed by the
applicant for a period of three years or until the mitigation basins exhibit wetland
characteristics as proposed in the Wetland Permit Application. If the presence of an invasive,
non-native plant species is observed during the annual monitoring event, the applicant is
responsible for immediate removal of the invasive, non-native plant species following the
procedures outlined in this plan.
b.Mow the ³1R 0RZ´ grass to a height of ´ twice a year. The first mowing will be in early
June, the second shall be in early October.
c.)HUWLOL]H³1R0RZ´LQWKHIDOO
A.Native seed around site shall conform to Minnesota Board of Water and Soil Resource with the use of
mix number u6 at 20lbs per acre and W3 at 15lbs per acre.
1.Seeded areas shall incorporate a no mow seed mix to aid in the establishment of the BWSR mixes.
2.The no mow mix shall include 30% Sheep Fescue, 30% Gotham Hard Fescue, 20% Chewing
Fescue and 20% Miser Creeping Red Fescue spread at 175lbs per acre.
SCALE IN FEET
0 2010
Client
Project
Location
Certification
Sheet Title
Summary
Revision History
Sheet No.Revision
Project No.
Date Submittal / RevisionNo.By
Designed:Drawn:
Approved:Book / Page:
Phase:Initial Issued:
THE DRIESSEN
GROUP, LLC
4999 FRANCE AVE. S., SUITE 216
EDINA, MN 55410
DAKOTA RETAIL
CHANHASSEN,
MN
DAKOTA AVENUE AND HWY. 5
MCA EPF / CKJ
E
CEN19486
Registration No.
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 LANDSCAPE
ARCHITECT under the laws of the State of
Minnesota.
This certification is not valid unless wet signed in blue
ink. If applicable, contact us for a wet signed copy of
this survey which is available upon request at MFRA,
Inc., Plymouth, MN office.
Date:40252
William Delaney
10/09/14
A 07/17/14 CKJ City comments
B 07/28/14 EPF Site/Grading/Utility Revisions
C 08/08/14 EPF Phase I Grading
D 08/25/14 CKJ For Permit
E 10/09/14 CKJ Starbucks Comments
Oct 10, 2014 - 3:02pm - User:576 L:\PROJECTS\CEN19486\dwg\Civil\Preliminary\19486-L1.01-LAND .dwg
L1.02
SITE
LANDSCAPE
DETAILS
Forsythia 'Sunrise'SUNRISE FORSYTHIA #5 CONT.TEC -
Euonymus alatus 'Compactus'DWARF BURNING BUSH #5 CONT.DBB 45
SHRUBS
BOTANICAL NAMEKEY COMMON NAME SIZE ROOT QTY.
Rhus aromatica 'Gro-Low'GRO-LOW FRAGRANT SUMAC #5 CONT.GLS 26
#5 CONT.SVJ -
#5 CONT.SMS 30
#5 CONT.40
Spiraea x bumalda 'Anthony Waterer'ANTHONY WATERER SPIREA #5 CONT.45AWS
#5 CONT.24DBW
Juniperious Horizoantalis 'Savin'SAVIN JUNIPER
Salix purpurea 'Nana'DWARF BLUE ARCTIC WILLOW
Spiraea nipponica 'Snowmound'SNOWMOUND SPIREA
Viburnum trilobum 'Bailey Compact'COMPACT AMERICAN CRANBERRYBUSH #5 CONT.BCA 35
LANDSCAPE LEGEND
Syringa x "Bailsugar'SUGAR PLUM LILAC #5 CONT.SPF 13
#5 CONT.24GOLD FLAME SPIREASpiraea x bumalda 'Gold Flame'
1.5'4'x4'
INSTALL
HEIGHT
MATURE
HEIGHT
1'3'x4'
1'3'x4'
1'2.5'x5'
1.5'4'x4'
1.5'3'x4'
1.5'3'x4'
1'3'x4'
1.5'3'x4'
1.5'5'x5'
1.5'4'x4'
MYS Spiraea thunbergii 'Ogon'MELLOW YELLOW SPIREA
GFS
Lonicera x xylosteoides 'Miniglobe'MINIGLOBE HONEYSUCKLE #5 CONT.MGH
16
1.5'4'x4'
SHRUB DETAIL5
L1.02
QUANTITIES SHOWN IN THE PLANTING SCHEDULE ARE FOR THE CONTRACTOR'S CONVENIENCE.
CONTRACTOR TO VERIFY QUANTITIES SHOWN ON THE PLAN.
#5 CONT.ALPINE CURRANTRibes alpinum 1.5'3'x4'ALP
#5 CONT.SVJ -Juniperious Horizoantalis 'Savin'SAVIN JUNIPER 1'3'x4'
17
#5 CONT.6BLACK CHOKEBERRYAronica melonocarpa elata 1.5'4'X4'BCB
#5 CONT.5RED TWIG DOGWOODCornus Sericea 'Bailey'1.5'5'x5'RTD
SCALE IN FEET
0 2010
SHRUB DETAIL2
L1.02
SCALE IN FEET
0 2010
SHRUB DETAIL3
L1.02
SCALE IN FEET
0 2010
SHRUB DETAIL4
L1.02
SCALE IN FEET
0 2010
SHRUB DETAIL6
L1.02
SCALE IN FEET
0 2010
SHRUB DETAIL1
L1.02
Client
Project
Location
Certification
Sheet Title
Summary
Revision History
Sheet No.Revision
Project No.
Date Submittal / RevisionNo.By
Designed:Drawn:
Approved:Book / Page:
Phase:Initial Issued:
THE DRIESSEN
GROUP, LLC
4999 FRANCE AVE. S., SUITE 216
EDINA, MN 55410
DAKOTA RETAIL
CHANHASSEN,
MN
DAKOTA AVENUE AND HWY. 5
MCA EPF / CKJ
E
CEN19486
Registration No.
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 LANDSCAPE
ARCHITECT under the laws of the State of
Minnesota.
This certification is not valid unless wet signed in blue
ink. If applicable, contact us for a wet signed copy of
this survey which is available upon request at MFRA,
Inc., Plymouth, MN office.
Date:40252
William Delaney
10/09/14
A 07/17/14 CKJ City comments
B 07/28/14 EPF Site/Grading/Utility Revisions
C 08/08/14 EPF Phase I Grading
D 08/25/14 CKJ For Permit
E 10/09/14 CKJ Starbucks Comments
Oct 10, 2014 - 3:02pm - User:576 L:\PROJECTS\CEN19486\dwg\Civil\Preliminary\19486-L1.01-LAND .dwg
L2.01
IRRIGATION
DESIGN BUILD
PARAMETERS
MAXIMUM LATERAL LENGTH (FEET)
MAXIMUM FLOW PER ZONEGRID PRECIPITATION RATES (IN/HR)
END FEED EXAMPLE
LATERAL FLOW PER 100 FT (GPM)
CENTER FEED EXAMPLE
54
940.78
R/W
55
938.94
FND IP 9285
56
953.02
FND IP 1/2IP
57
954.88
FND IP 9808
58
946.62
R/W
59
934.29
CIM
60
935.43
FND IP RLS?
61
936.69
FND IP 1/2IP
LOT 1
BLOCK 1
OUTLOT 1
PROPOSED R-O-W
Client
Project
Location
Certification
Sheet Title
Summary
Revision History
Sheet No.Revision
Project No.
Date Submittal / RevisionNo.By
Designed:Drawn:
Approved:Book / Page:
Phase:Initial Issued:
THE DRIESSEN
GROUP, LLC
4999 FRANCE AVE. S., SUITE 216
EDINA, MN 55410
DAKOTA RETAIL
CHANHASSEN,
MN
DAKOTA AVENUE AND HWY. 5
BCW EPF
CEN19486
FOUND MONUMENT
SET MONUMENT
MARKED LS 47481
ELECTRIC METER
LIGHT
SANITARY SEWER
STORM SEWER
WATERMAIN
FLARED END SECTION
ELECTRIC TRANSFORMER
AIR CONDITIONER
GUY ANCHOR
HANDICAP STALL
UTILITY POLE
POST
SIGN
TELEPHONE PEDESTAL
GAS METER
EASEMENT LINE
SETBACK LINE
RESTRICTED ACCESS
BUILDING LINE
BUILDING CANOPY
CONCRETE CURB
BITUMINOUS SURFACE
CONCRETE SURFACE
LANDSCAPE SURFACE
DECIDUOUS TREE
CONIFEROUS TREE
OVERHEAD WIRE
CHAIN LINK FENCE
IRON FENCE
WIRE FENCE
WOOD FENCE
TOTAL SITE AREA:
LESS OUTLOT 1:
LESS RIGHT-OF-WAY:
74,343 S.F. (GROSS
7,480 S.F.
944 S.F.
65,919 S.F. (NET)
0
SCALE IN FEET
20 40
LEGEND PROPERTY SUMMARY
Oct 10, 2014 - 3:03pm - User:576 L:\PROJECTS\CEN19486\dwg\Civil\Preliminary\19486-S1.01-PPLAT.dwg
S1.01
PRELIMINARY
PLAT
VICINITY MAP
SITE1. Subject property's address is 7910 Dakota Avenue, its property identification number is 251800560,
and 251800550.
2. Field work was completed on XX/XX/20XX.
3.Surveyed property is located in Section 13, Township 116, Range 23.
4.Zoning: BH Highway And Business Services District
5.Gross plat area = 1.707 Acres or 73,343 Square Feet
Lot 1 area = 1.513 Acres or 65,919 Square Feet
Outlot 1 area= 0.172 Acres or 7,480 Square Feet
ROW area= 0.022 Acres or 944 Square Feet
6.Names and Addresses:
A. Developer/Owner:
Central Companies, LLC
2025 Coulter Blvd., Suite 215
Chanhassen, MN 55317
952-474-4828
B. Engineer & Land Surveyor:
MFRA
14800 28th Ave. N.
Suite 140
Plymouth, MN 55447
763-476-6010
PROPERTY SUMMARY
The vertical datum is based on record plans provided by the City of Savage.
BENCHMARK #1
Top Nut of Hydrant located on Dakota Avenue, as shown. Elev.=941.2
BENCHMARKS