Zoning Permit Yankee Dr_3400 River Park 1 BCBSEAGAN
3830 PILOT KNOB ROAD J EAGAN, MN 55122-1810
(651)675-5685 J TDD: (651) 454-8535 I FAX: (651) 675-5694
planning @cityofeagan.com
: For Office Use !
I I
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Permit # 157268
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I :I II
L-----------------
2019 ZONING PERMIT APPLICATION
Iii Please identify improvements on a scaled site plan drawing that shows lot lines, structures and
existing conditions.
Property
Information
Site Address:
Owner Name:
Name:
River Park 1 -3400 Yankee Drive
Blue Cross Blue Shield of MN
Frank Fidler Phone: 651 662-8361
Contact Address: 1750 Yankee Doodle Road City/State/Zip: Ea gan/MN/55121
Frank Fidler Digitally signed by Frank Fidler 7 /31/2019 Applicant Signature: Date: 2019.07.31 10:39:22 -05'00' Date: __________,
Email address: frank.fidler@bluecrossmn.com
□Retaining Wall <4 feet □Driveway Ii Other: ________ _
Type of Work □Patio □Sport Court□Sidewalk □ Fence
Description of work: Parking lot pavement improvements.
Planning Setbacks, hard surface coverage, shoreland zoning, bluff zone
rove I Denied Date: Rt---�--Staff:
Notes: Al\ ?e-..�\-(�� ":>-hJ..Q.c; o-..1)_ t,U'(.>e.. �)s�s -h:, (WA. Lo' ·i..,o� tA..C-.. � "A pl"-" �L,....,.ikJ.
Revised Plans
Approved: Yes/ No Date: Staff:-------
Engineering Grading, drainage, utility easements, wetlands, erosion
�/ Denied Date: 'ff\'\\<\
Notes: ��"-'C:,-\.«-e.ro,'.:),�"'\. 1..2..-0�, ...-,A--' 'i.1--
c_� S"-u�,Pp �-1, � k � \\._� ·
Staff:
'---{Y',Q .... ,'••--�-�--� �\---c.__ \.\ � -�
Revised Plans
Approved: Yes/ No Date: _______ Staff:
Comments
,
CALL BEFORE YOU DIG. Call Gopher State One Call at (651) 454-0002 for protection against underground utility damage. Call 48 hours before you
intend to dig to receive locates of underground utilities. www.gopherstateonecall.org
You may subscribe to receive an electronic notification from the City of proposed ordinances by signing up for an email update on the City's website at www.cityofeagan.com/subscribe.
N
COUNTY LOCATION MAP
SITE LOCATION MAP
TITLE SHEET G0.01
Prepared By
PROJECT I.D. 19B007.02
DAKOTA COUNTY2017 Foth Infrastructure & Environment, LLCCONSTRUCTION DRAWINGS
FOR
BLUE CROSS BLUE SHIELD
CITY OF EAGAN
DAKOTA COUNTY, MINNESOTA
JULY 2019
RIVER PARK 1
ISSUED FOR BID
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
PE/LS Name
Date Registration No.
6/26/19 53946
SITE LOCATION
MN 13
YANKEE DOODLE RD.
35E
PARKING LOT IMPROVEMENTS
ADAM C JUEL
Typed or Printed Name
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>>>>>>>DDDDDEagle Point II8550 Hudson Boulevard North, Suite 105Lake Elmo, MN 55042Phone: 651-288-8550 Fax: 651-288-85512017 Foth Infrastructure & Environment, LLCCHECKED
DESIGNED
SURVEYED
DRAWN
BY DATE
DATE OF PREPARATIONREVISION / ISSUENO.BYDATEDESCRIPTIONPROJECT ID 19B007.02
PRWBLUE CROSS BLUE SHIELD OFMINNESOTARIVER PARK 1 LOTIMPROVEMENTSPROJECT 19B007.02DAKOTA COUNTYMINNESOTAACJFoth Infrastructure & Environment, LLCACJ
6/26/196/26/1953946ADAM C JUEL6/26/19
6/26/19
C1.01
OVERALL SITE
PLAN & EROSION
CONTROL
YANKEE DR
YANKEE DOODLE RDYANKEE DR0 60 120
LEGEND
BASE PROJECT
ALTERNATE AREAS
BASE PROJECT: 16,600 SY
SEE SHEET C1.03 & C1.04
BIOROLL, (SEE DETAIL 1/C5.02)
GENERAL NOTES
1.CONTRACTOR IS RESPONSIBLE FOR SEQUENCING
WORK TO ACCOMMODATE ALL PROJECT
RESTRICTIONS. REFER TO SHEETS C1.07-C1.12
FOR STAGING INFORMATION
2.CONTRACTOR IS RESPONSIBLE FOR THE DESIGN
AND IMPLEMENTATION OF THE TRAFFIC CONTROL
PLAN. COORDINATE TRAFFIC CONTROL PLAN
WITH BCBS, PROVIDE NOTIFICATION TO BCBS
PRIOR TO INITIAL SETUP AND PRIOR TO ANY
CHANGES TO CLOSURES AND TRAFFIC
PATTERNS.
3.REFER TO SHEET C1.02 FOR EROSION CONTROL
NOTES.
UTILITY NOTES
1.CONTRACTOR SHALL COORDINATE UTILITY
LOCATES WITH BCBS PRIOR TO EXCAVATION.
2.SPECIAL ATTENTION SHALL BE GIVEN TO
UTILITIES LOCATED NEAR EXISTING CHILLER
SYSTEM. CONTRACTOR SHALL PERFORM
EXCAVATION WITH CAUTION IN THIS AREA AND
NOTIFY THE ENGINEER OF ANY CONFLICTS WITH
PROPOSED IMPROVEMENTS.
3.IRRIGATION EXISTS ON PROJECT SITE. WORK
WITH OWNERS IRRIGATION CONTRACTOR FOR
LOCATION, AND REPAIRS IF REQUIRED.
SKIP'S SPRINKLERS
MARK LINNEMANN - (612) 366-5674
4.COORDINATE ELECTRIC LOCATIONS THROUGH
OWNER'S ELECTRIC CONTRACTOR.
HUNT ELECTRIC
DANNY BRAATEN - (612) 940-5442
CATCH BASIN INLET PROTECTION
(SEE DETAIL 2/C5.02)
ALTERNATE AREA 3: 14,746 SY
SEE SHEET C1.05ALTERNATE A
REA 1: 6,257 SYSEE SHEET
C1.05 &
C1.06ALTERNATE A
REA 2: 6,504 SYSEE SHEET
C1.05
PROJECT START DATE: 8/01/2019 FINAL COMPLETION DATE: 11/30/2020
THERE ARE NO ENVIRONMENTALLY SENSITIVE AREAS, OUTSTANDING RESOURCE VALUE WATERS, OR CALCAREOUS FENS WITHIN THE PROJECT LIMITS.
RECEIVING WATERS
THIS PROJECT DOES NOT DISCHARGE INTO IMPAIRED WATERS WITHIN ONE MILE OF ANY PROJECT DISCHARGE POINTS.
EROSION CONTROL NOTES
1.THE CONTRACTOR MUST IDENTIFY AN EROSION CONTROL SUPERVISOR WHO SHALL BE KNOWLEDGEABLE AND EXPERIENCED IN THE APPLICATION OF
EROSION PREVENTION AND SEDIMENT CONTROL BEST MANAGEMENT PRACTICES (BMPS).
2.THE EROSION CONTROL SUPERVISOR WILL OVERSEE THE IMPLEMENTATION OF THE SWPPP, AND THE INSTALLATION, INSPECTION, AND MAINTENANCE
OF THE EROSION PREVENTION AND SEDIMENT CONTROL BMPS BEFORE AND DURING CONSTRUCTION AND WILL DEVELOP A CHAIN OF RESPONSIBILITY
WITH ALL OPERATORS ON SITE TO ENSURE THAT THE SWPPP WILL BE IMPLEMENTED AND STAY IN EFFECT UNTIL THE CONSTRUCTION PROJECT IS
COMPLETE, AND THE ENTIRE SITE HAS UNDERGONE FINAL STABILIZATION AND A NOTICE OF TERMINATION HAS BEEN SUBMITTED TO THE MPCA.
3.THE CONTRACTOR SHALL PROVIDE FOR TEMPORARY AND PERMANENT EROSION PREVENTION AND SEDIMENT CONTROL BMPS AS SHOWN IN THE PLANS.
THESE MEASURES MAY BE MODIFIED AS APPROPRIATE FOR CONSTRUCTION STAGING AS DIRECTED BY THE EROSION CONTROL SUPERVISOR OR
OWNER. THE CONTRACTOR SHALL REMAIN IN COMPLIANCE WITH ALL NPDES AND OTHER PERMIT REQUIREMENTS AT ALL TIMES.
4.APPROPRIATE EROSION CONTROL SHALL BE PROVIDED AT ALL TIMES IN AREAS OF CONSTRUCTION. THIS INCLUDES BUT IS NOT LIMITED TO ADDITIONAL
SILT FENCE, BIOROLL, INLET PROTECTION, SEDIMENT TRAPS, ROCK CONSTRUCTION ENTRANCES, ETC.
5.INSTALL EROSION CONTROL AS INDICATED IN PLANS PRIOR TO START OF WORK.
6.INSTALL INLET PROTECTION IN ALL CATCH BASINS WHICH RECEIVE RUNOFF FROM THE DISTURBED AREAS.CATCH BASIN INSERTS ARE REQUIRED AT ALL
LOCATIONS NOT WITHIN THE DISTURBED AREAS WHICH RECEIVE RUNOFF.
7.EROSION CONTROL DEVICES SHALL BE MAINTAINED OR REPLACED BY THE CONTRACTOR AT THE DISCRETION OF THE OWNER.
8.ALL INSPECTIONS AND MAINTENANCE CONDUCTED DURING CONSTRUCTION MUST BE RECORDED IN WRITING AND THESE RECORDS MUST BE RETAINED
WITH THE SWPPP. THE CONTRACTOR SHALL KEEP THE INSPECTION AND MAINTENANCE LOG.
9.EROSION CONTROL SUPERVISOR MUST INSPECT TEMPORARY EROSION AND SEDIMENT CONTROL DEVICES WEEKLY AND WITHIN 24 HOURS AFTER EACH
½-INCH OR MORE RAIN EVENT.
10.ALL EROSION AND SEDIMENT CONTROL BMPS MUST BE INSPECTED BY THE CONTRACTOR TO ENSURE INTEGRITY AND EFFECTIVENESS. ALL
NONFUNCTIONAL BMPS MUST BE REPAIRED, REPLACED, OR SUPPLEMENTED WITH FUNCTIONAL BMPS AS DIRECTED BY THE EROSION CONTROL
SUPERVISOR. REPLACE DETERIORATED, DAMAGED, OR ROTTED EROSION CONTROL DEVICES IMMEDIATELY. MAINTENANCE OF EROSION AND SEDIMENT
CONTROL SHALL BE PERFORMED WHENEVER THE DEVICE IS 30% FULL.
11.REMOVE ALL SOILS AND SEDIMENTS DEPOSITED ONTO PAVEMENT AREAS WITHIN 24 HOURS OF DEPOSITION TO PREVENT TRACKING AND DUST FROM
BLOWING ONTO ADJACENT PROPERTIES. SWEEPING MAY BE ORDERED AT ANY TIME IF THE CONDITIONS WARRANT.
12.DEWATERING AND CONCRETE TRUCK WASH WATER RELATED TO CONSTRUCTION ACTIVITIES THAT MAY BE TURBID OR SEDIMENT-LADEN MUST BE
DISCHARGED TO A TEMPORARY OR PERMANENT SEDIMENTATION BASIN ON THE PROJECT SITE, OR TREATED WITH BMPS, SO THE DISCHARGE DOES NOT
ADVERSELY AFFECT THE RECEIVING WATER DOWNSTREAM. DISCHARGE POINTS SHALL BE PROTECTED FROM EROSION AND SCOUR, BY DISPERSION
OVER NATURAL ROCK RIPRAP, SAND BAGS, PLASTIC SHEETING OR OTHER ENERGY DISSIPATION MEASURES APPROVED BY THE OWNER.
13. PRESERVE A 50 FOOT NATURAL BUFFER AROUND SURFACE WATER. IF A BUFFER IS INFEASIBLE, PROVIDE REDUNDANT SEDIMENT CONTROLS WHEN A
SURFACE WATER IS LOCATED WITHIN 50 FEET OF THE PROJECT'S EARTH DISTURBANCES, AND STORMWATER FLOWS TO THE SURFACE WATER. NATURAL
BUFFERS ARE NOT REQUIRED ADJACENT TO ROAD DITCHES, JUDICIAL DITCHES, COUNTY DITCHES, STORMWATER CONVEYANCE CHANNELS, STORM
DRAIN INLETS, AND SEDIMENT BASINS. THE CONTRACTOR IS NOT REQUIRED TO ENHANCE THE QUALITY OF THE VEGETATION THAT ALREADY EXISTS IN
THE BUFFER, OR PROVIDE VEGETATION IF NONE EXISTS.
INSPECTION AND RECORD KEEPING
THE CONTRACTOR MUST ASSIGN A TRAINED INDIVIDUAL(S) (PURSUANT TO PART III.A.1-2) TO OVERSEE THE IMPLEMENTATION, AMENDMENT,
INSPECTION, AND MAINTENANCE OF THE SWPPP AND BMPS. THIS INDIVIDUAL(S) MUST BE AVAILABLE FOR SITE INSPECTIONS WITHIN 72 HOURS UPON
REQUEST BY THE PERMITTED OWNER, LGU, OR THE MPCA. AMENDMENTS TO THE SWPPP WILL BE MADE BY THE PROJECT ENGINEER OR THE
CONTRACTOR AFTER WRITTEN APPROVAL BY THE PROJECT ENGINEER.
THE CONTRACTOR SHALL KEEP THE INSPECTION AND MAINTENANCE LOG ON-SITE AT ALL TIMES DURING ACTIVE CONSTRUCTION.
EROSION CONTROL SUPERVISOR MUST INSPECT TEMPORARY EROSION AND SEDIMENT CONTROL DEVICES WEEKLY AND WITHIN 24 HOURS AFTER
EACH ½-INCH OR MORE RAIN EVENT.
BMP NOTES;
1.BMP'S MUST BE ADEQUATELY DESIGNED, INSTALLED, AND MAINTAINED TO PREVENT EROSION AND SEDIMENT FROM A MINIMUM ½-INCH RAINFALL.
2.SILT FENCE IS NOT AN ACCEPTABLE CATCH BASIN INLET PROTECTION BMP.
3.CONTRACTOR SHALL SUBMIT A LOCATION MAP AND NARRATIVE FOR ROCK CONSTRUCTION ENTRANCES (OR EQUIVALENT), CONCRETE WASHOUT
LOCATIONS, AND HAZARDOUS MATERIAL STORAGE (IF PROPOSED) TO THE OWNER PRIOR TO LAND DISTURBANCE.
4.CONTRACTOR SHALL SUBMIT LOCATION MAP AND BMP PLAN FOR ANY STOCK PILES PROPOSED ON-SITE (MORE THAN 24 HOURS) FOR THE
OWNER'S APPROVAL.
5.ALL EXPOSED SOIL AREAS INCLUDING STOCKPILES MUST BE STABILIZED AS SOON AS POSSIBLE. STABILIZATION MUST BE INITIATED IMMEDIATELY
TO LIMIT SOIL EROSION WHENEVER ANY CONSTRUCTION ACTIVITY HAS PERMANENTLY OR TEMPORARILY CEASED ON ANY PORTION OF THE SITE
AND WILL NOT RESUME FOR A PERIOD EXCEEDING 7 CALENDAR DAYS. STABILIZATION MUST BE COMPLETED NO LATER THAN 7 CALENDAR DAYS
AFTER THE CONSTRUCTION ACTIVITY IN THAT PORTION OF THE SITE HAS TEMPORARILY OR PERMANENTLY CEASED. FOR STOCKPILES GREATER
THAN 10 CUBIC YARDS, THE TOE OF THE PILE MUST BE MORE THAN 25 FEET FROM A ROAD, DRAINAGE CHANNEL, OR STORMWATER INLET.
6.AN UNDISTURBED BUFFER ZONE OF NOT LESS THAN 100 LF FROM THE LOWER MINNESOTA RIVER SHALL BE MAINTAINED AT ALL TIMES.
7.MULTIPLE STREET SWEEPINGS MAY BE REQUIRED AT ALL POINTS OF ENTRANCE OR EXIT TO THE SITE AT THE DISCRETION OF THE OWNER.
TIMING OF BMP INSTALLATION:
NO CONSTRUCTION OPERATIONS, INCLUDING REMOVALS, THAT REQUIRE EROSION & SEDIMENT CONTROL PER SWPPP CAN COMMENCE UNTIL THE
EROSION CONTROL SUPERVISOR CERTIFIES THE PROPER INSTALLATION OF BMP'S. THE EROSION PREVENTION AND SEDIMENT CONTROL BMP'S SHALL
BE INSTALLED AS NECESSARY TO MINIMIZE EROSION FROM DISTURBED SURFACES AND TO CAPTURE SEDIMENT ON SITE. PERIMETER CONTROLS (SILT
FENCE, BIOROLL, CONSTRUCTION ENTRANCES, ETC.) SHALL BE INSTALLED PRIOR TO THE START OF CONSTRUCTION. CONTRACTOR SHALL
IMPLEMENT THE NECESSARY ON SITE BMP'S IN ACCORDANCE WITH THE NPDES PERMIT REQUIREMENTS TO PREVENT NUISANCE CONDITIONS (MN
RULES 7050.2010) FROM ANY DISCHARGES UNDER COVERAGE OF THE NPDES PERMIT. IN SOME CASES MULTIPLE APPLICATIONS OF SOME BMP'S MAY
BE NEEDED TO MEET THESE REQUIREMENTS.
CONSTRUCTION SEQUENCING
1.CONTRACTOR TO VERIFY THAT ALL APPLICABLE PERMITS HAVE BEEN OBTAINED AND NPDES PERMIT MODIFICATION FORM HAS BEEN SUBMITTED
TO MPCA PRIOR TO THE START OF CONSTRUCTION.
2.CONTRACTOR SHALL DEVELOP A CHAIN OF COMMAND WITH ALL OPERATORS ON THE SITE TO ENSURE THE SWPPP WILL BE IMPLEMENTED AND
STAY IN EFFECT UNTIL THE PROJECT IN COMPLETE.
3.PERMITTEE(S) MUST PLAN FOR AND IMPLEMENT APPROPRIATE CONSTRUCTION PHASING, VEGETATIVE BUFFER STRIPS, HORIZONTAL SLOPE
GRADING, AND OTHER CONSTRUCTION PRACTICES THAT MINIMIZE EROSION, SO THAT THE INSPECTION AND MAINTENANCE REQUIREMENTS OF
THE NPDES CONSTRUCTION PERMIT ARE COMPLIED WITH. THE LOCATION OF AREAS NOT TO BE DISTURBED (INCLUDING TREE PROTECTION
FENCING) MUST BE DELINEATED (E.G. WITH FLAGS, STAKES, SIGNS, SILT FENCE, ORANGE TREE PROTECTION FENCE, ETC.) ON THE PROJECT SITE
BEFORE WORK BEGINS.
4.SEDIMENT CONTROL PRACTICES MUST BE ESTABLISHED ON ALL DOWN GRADIENT PERIMETERS BEFORE ANY UP GRADIENT LAND DISTURBING
ACTIVITIES BEGIN. THESE PRACTICES SHALL REMAIN IN PLACE UNTIL FINAL STABILIZATION IS ACHIEVED.
5.CONTRACTOR TO ROUGH GRADE SITE AND INSTALL UTILITIES, THEN INSTALL AND MAINTAIN ALL TEMPORARY/PERMANENT EROSION CONTROL
BMPS AS SHOWN ON PLANS AND IN CONFORMANCE WITH THE NPDES CONSTRUCTION PERMIT.
6.CONTRACTOR TO ACHIEVE FINAL STABILIZATION PRIOR TO SUBMISSION OF THE NOTICE OF TERMINATION TO THE MPCA.
RESPONSIBLE PARTIES:
THE PERMITTED OWNER, AND THE CONTRACTOR (SITE OPERATOR), ARE RESPONSIBLE FOR THE IMPLEMENTATION OF THE SWPPP AND ALL REQUIREMENTS
OF THE NPDES PERMIT CONSTRUCTION STORMWATER GENERAL PERMIT. THE CONTRACTOR IS RESPONSIBLE FOR INSTALLATIONS, INSPECTIONS,
MAINTENANCE AND REPAIRS OF ALL EROSION PREVENTION AND SEDIMENT CONTROL BMP'S BEFORE, DURING, AND AFTER ACTIVE CONSTRUCTION THE
CONTRACTOR IS LIABLE UNTIL FINAL STABILIZATION OF ALL DISTURBED AREAS HAS BEEN ACHIEVED, ALL SYNTHETIC BMP'S HAVE BEEN REMOVED, AND THE
PERMIT MODIFICATION FORM HAS BEEN SUBMITTED TO THE MPCA.
BCBS PROJECT SUPERVISOR:
BILL EVERSON
BCBS OF MN
ROUTE N194
PO BOX 64560
ST PAUL, MN 55164
(651)662-2542
MPCA 24-HOUR EMERGENCY NOTIFICATION:(651)649-5451
(800)422-0798
PROJECT AREAS OF IMPACT
TOTAL PROJECT AREA 455,489 SQ-FT
TOTAL DISTURBED AREA (EXCAVATED AREAS)396,075 SQ-FT
PRE-CONSTRUCTION IMPERVIOUS AREA 396,075 SQ-FT
POST-CONSTRUCTION IMPERVIOUS AREA 396,075 SQ-FT
TOTAL NEW IMPERVIOUS AREA 0 SQ-FT
EROSION AND SEDIMENT CONTROL QUANTITIES
DESCRIPTION QUANTITY LOCATION
BIOROLL 2768 LF THROUGHOUT
CATCH BASIN INLET PROTECTION 19 EA THROUGHOUT
PROJECT DESCRIPTION
THE BLUE CROSS BLUE SHIELD (BCBS) MAIN BUILDING, RIVER PARK 1 PARKING LOT REHABILITATION PROJECT IS A REHABILITATION OF ONE LOT AT THE
EAGAN BLUE CROSS BLUE SHIELD CAMPUS. THE PROJECT WILL INCLUDE PAVEMENT REMOVAL AND REPLACEMENT, CURB REHABILITATION, REMOVING AND
REPLACING OF A CATCH BASIN, AND MODIFICATION OF MULTIPLE ACCESS RAMPS. THE BASE PROJECT WILL BE COMPLETED IN ONE PHASE, IN 2019. THE
ALTERNATE PROJECT AREAS MAY BE COMPLETED IN 2019 AND 2020 IF NECESSARY. THE PROJECT IS LOCATED WITHIN THE CITY OF EAGAN IN DAKOTA
COUNTY.
DEWATERING AND BASIN DRAINING
DEWATERING OR BASIN DRAINING WILL BE REQUIRED. THE CONTRACTOR SHALL SUBMIT A DEWATERING PLAN TO THE PROJECT ENGINEER FOR
APPROVAL PRIOR TO UNDERTAKING THESE ACTIVITIES. DEWATERING PLAN MUST INCLUDE BMPS TO PREVENT SEDIMENT TRANSPORT, EROSION, AND
ADVERSE IMPACTS TO DOWNSTREAM WATERS. IF AN APPROVED TMDL WASTE LOAD ALLOCATION IS ESTABLISHED FOR CONSTRUCTION ACTIVITIES ON
A RECEIVING WATERBODY, THE CONTRACTOR MUST IMPLEMENT ALL NECESSARY BMPS TO MEET THE ASSIGNED WASTE LOAD ALLOCATION. THE
DEWATERING PLAN AND DNR APPROPRIATIONS PERMIT WILL BECOME PART OF THE SWPPP.
POLLUTION PREVENTION MANAGEMENT MEASURES
1.SOLID WASTE (COLLECTED SEDIMENT, ASPHALT, CONCRETE MILLINGS, CONSTRUCTION AND DEMOLITION DEBRIS) AND OTHER WASTES MUST BE
DISPOSED OF PROPERLY AND MUST COMPLY WITH MPCA DISPOSAL REQUIREMENTS.
2.TRUCK AND CONSTRUCTION VEHICLE WASHING IS PROHIBITED ON SITE.
3.CONCRETE WASHOUT ONSITE: CONTRACTORS AND SITE OPERATORS MUST SUBMIT A CONCRETE WASHOUT PLAN TO THE PROJECT ENGINEER
FOR APPROVAL. SLURRY MUST BE CONTAINED IN A LEAK-PROOF CONTAINMENT FACILITY OR IMPERMEABLE LINER. THE APPROVED PLAN WILL BE
INCORPORATED INTO THE SWPPP.
4.HAZARDOUS MATERIALS (OIL, GAS, PAINTS, LUBRICANTS, ETC.) MUST BE PROPERLY STORED, INCLUDING SECONDARY CONTAINMENT AND
RESTRICTED ACCESS. STORAGE AND DISPOSAL OF HAZARDOUS WASTE MUST BE IN COMPLIANCE WITH MPCA REGULATIONS. TEMPORARY
ON-SITE STORAGE DEVICES, SPECIFICATIONS, AND LOCATIONS MUST BE SUBMITTED BY THE CONTRACTOR FOR REVIEW AND APPROVAL BY THE
OWNER.
5.NO BURNING OF TREES, BRUSH, OR OTHER VEGETATIVE MATERIAL IS ALLOWED WITHIN THE PROJECT AREA.
REPORTING SPILLS, LEAKS, AND DISCHARGES:
IT IS THE DUTY OF EVERY PERSON TO NOTIFY THE MPCA IMMEDIATELY OF THE DISCHARGE OF ANY SUBSTANCE OR MATERIAL, THAT MAY CAUSE
POLLUTION OF WATERS OF THE STATE. REPORTABLE SPILLS SHOULD BE DIRECTED TO THE MINNESOTA DUTY OFFICER BY CALLING (651) 649-5451 OR
(800) 422-0798. THE DUTY OFFICER WILL RECORD ALL PERTINENT INFORMATION AND THEN MAKE THE APPROPRIATE NOTIFICATIONS TO THE STATE
AGENCIES.
CONTRACTOR IS RESPONSIBLE FOR ESTABLISHING TEMPORARY SEDIMENTATION BASINS IF 5 OR MORE
ACRES ARE DISTURBED AT ONE TIME.
INDIVIDUAL WHO PREPARED THE SWPPP.
JACOB LEPISTO
FOTH INFRASTRUCTURE & ENVIRONMENT
EAGLE POINT II
8550 HUDSON BOULEVARD NORTH, SUITE 105
LAKE ELMO, MN 55042
(651) 288-8526 Eagle Point II8550 Hudson Boulevard North, Suite 105Lake Elmo, MN 55042Phone: 651-288-8550 Fax: 651-288-85512017 Foth Infrastructure & Environment, LLCCHECKED
DESIGNED
SURVEYED
DRAWN
BY DATE
DATE OF PREPARATIONREVISION / ISSUENO.BYDATEDESCRIPTIONPROJECT ID 19B007.02
PRWBLUE CROSS BLUE SHIELD OFMINNESOTARIVER PARK 1 LOTIMPROVEMENTSPROJECT 19B007.02DAKOTA COUNTYMINNESOTAACJFoth Infrastructure & Environment, LLCACJ
6/26/196/26/1953946ADAM C JUEL6/26/19
6/26/19
C1.02
EROSION
CONTROL
NOTES/SWPPP
YANKEE DR
YANKEE DOODLE RDTERMINAL DR
YANKEE DOODLE RDYANKEE DR>>>>>>>>>>
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>>>>>>>DDDDDREMOVE AND REPLACE ACCESSIBLE
RAMP AND 15LF CURB.
REMOVE AND REPLACE ACCESSIBLE
RAMP AND 30LF CURB.
REMOVE AND REPLACE
CATCH BASINS
BASE PROJECT
RECONSTRUCT ALL PAVING IN THIS AREA.
NEW STRIPING SHALL MATCH EXISTING.
SEE SHEET C1.04 FOR
AREA ENLARGEMENT
REMOVE AND REPLACE 5LF CURB.
REMOVE AND REPLACE ACCESSIBLE
RAMP AND 15LF CURB.
INSTALL CATCH BASIN
REMOVE AND REPLACE
CATCH BASIN
REMOVE AND REPLACE
CATCH BASIN
REMOVE AND REPLACE
CATCH BASIN
CLEANOUT
SEE DETAIL 4/C5.03
ADJUST MH RIM TO
FINISHED GRADE
CLEANOUT
SEE DETAIL 4/C5.03 Eagle Point II8550 Hudson Boulevard North, Suite 105Lake Elmo, MN 55042Phone: 651-288-8550 Fax: 651-288-85512017 Foth Infrastructure & Environment, LLCCHECKED
DESIGNED
SURVEYED
DRAWN
BY DATE
DATE OF PREPARATIONREVISION / ISSUENO.BYDATEDESCRIPTIONPROJECT ID 19B007.02
PRWBLUE CROSS BLUE SHIELD OFMINNESOTARIVER PARK 1 LOTIMPROVEMENTSPROJECT 19B007.02DAKOTA COUNTYMINNESOTAACJFoth Infrastructure & Environment, LLCACJ
6/26/196/26/1953946ADAM C JUEL6/26/19
6/26/19
C1.03
PROPOSED
IMPROVEMENTS
BASE PROJECT
0 60 120
LEGEND
BASE PROJECT - FULL RECONSTRUCTION
(SEE DETAIL 4/C5.02)
CONCRETE REPLACEMENT
GENERAL NOTES
1.PROTECT EXISTING CURB AND GUTTER EXCEPT WHERE
NOTED TO BE REPLACED.
2.PROVIDE INLET PROTECTION ON ALL CATCH BASINS.
3.CONTRACTOR SHALL DETERMINE EXISTING GRADES AND
IS RESPONSIBLE TO SET GRADES DURING
CONSTRUCTION.
4.ACCESS TO THE BUILDING SHALL BE MAINTAINED
DURING BUSINESS HOURS. PHASE WORK TO
ACCOMMODATE THIS REQUIREMENT FOR ALL
SEQUENCING REQUIREMENTS. SEE SHEET C1.01,
OVERALL SITE PLAN.
5.DELINEATE ALL REMOVALS WITH A SAWCUT.
6.REPLACE PAVEMENT MARKING TO MATCH STRIPING
PLAN. SEE SHEET C1.13.
7.RESTORATION BEHIND SIDEWALKS AND CURBS IS THE
RESPONSIBILITY OF THE CONTRACTOR.
PROPOSED SUBDRAIN
(SEE DETAIL 5/C5.02)
CONCRETE REPLACEMENT
(SEE DETAIL 5/C5.01)
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>>>>>>>>>>>>>>DDDDREMOVE EXISTING SIDEWALK,
ACCESSIBLE RAMP AND 30LF CURB.
REPLACE WITH ACCESSIBLE RAMP
PER DETAIL 3/C5.02
REMOVE EXISTING CATCH BASIN.
REPLACE WITH NEW CATCH BASIN
IN THE CURB LINE.
REMOVE EXISTING SIDEWALK,
ACCESSIBLE RAMP AND 15LF CURB.
REPLACE WITH ACCESSIBLE RAMP
PER DETAIL 4/C5.02
REMOVE EXISTING SIDEWALK,
ACCESSIBLE RAMP AND 15LF CURB.
REPLACE WITH ACCESSIBLE RAMP
PER DETAIL 3/C5.02
ADJUST PAVEMENT AND CURB
ELEVATIONS AS REQUIRED TO
PROVIDE DRAINAGE TO
CATCH BASINS
REMOVE EXISTING CATCH BASIN.
REPLACE WITH NEW CATCH
BASIN IN CURB
CB 2
CB 1DRAINTILE CONNECTION
TO STRUCTURE
CB 5
CB 4
CB 3
CB 6
REMOVE EXISTING CATCH BASINS.
REPLACE WITH NEW CATCH BASIN
IN CURB LINE.
DRAINTILE CONNECTIONS
TO STRUCTURES
REMOVE EXISTING CATCH BASIN.
REPLACE WITH NEW CATCH BASIN
IN CURB LINE.
REMOVE EXISTING CATCH BASIN.
REPLACE WITH NEW CATCH BASIN
IN CURB LINE.
DRAINTILE
CONNECTION
TO STRUCTURE
DRAINTILE
CONNECTION
TO STRUCTURE
ADJUST MH RIM TO
FINISHED GRADE
DRAINTILE CONNECTION
TO STRUCTURE Eagle Point II8550 Hudson Boulevard North, Suite 105Lake Elmo, MN 55042Phone: 651-288-8550 Fax: 651-288-85512017 Foth Infrastructure & Environment, LLCCHECKED
DESIGNED
SURVEYED
DRAWN
BY DATE
DATE OF PREPARATIONREVISION / ISSUENO.BYDATEDESCRIPTIONPROJECT ID 19B007.02
PRWBLUE CROSS BLUE SHIELD OFMINNESOTARIVER PARK 1 LOTIMPROVEMENTSPROJECT 19B007.02DAKOTA COUNTYMINNESOTAACJFoth Infrastructure & Environment, LLCACJ
6/26/196/26/1953946ADAM C JUEL6/26/19
6/26/19
C1.04
PROPOSED
IMPROVEMENTS
BASE PROJECT
0 30 60
LEGEND
BASE PROJECT - FULL RECONSTRUCTION
(SEE DETAIL 4/C5.02)
CONCRETE REPLACEMENT
(SEE DETAIL 5/C5.01)
GENERAL NOTES
1.PROTECT EXISTING CURB AND GUTTER EXCEPT WHERE
NOTED TO BE REPLACED.
2.PROVIDE INLET PROTECTION ON ALL CATCH BASINS.
3.CONTRACTOR SHALL DETERMINE EXISTING GRADES AND
IS RESPONSIBLE TO SET GRADES DURING
CONSTRUCTION.
4.ACCESS TO THE BUILDING SHALL BE MAINTAINED
DURING BUSINESS HOURS. PHASE WORK TO
ACCOMMODATE THIS REQUIREMENT FOR ALL
SEQUENCING REQUIREMENTS. SEE SHEET C1.01,
OVERALL SITE PLAN.
5.DELINEATE ALL REMOVALS WITH A SAWCUT.
6.REPLACE PAVEMENT MARKING TO MATCH STRIPING
PLAN. SEE SHEET C1.13.
7.RESTORATION BEHIND SIDEWALKS AND CURBS IS THE
RESPONSIBILITY OF THE CONTRACTOR.
UTILITY NOTES
1.CONTRACTOR SHALL COORDINATE UTILITY LOCATES
WITH BCBS PRIOR TO EXCAVATION.
2.SPECIAL ATTENTION SHALL BE GIVEN TO UTILITIES
LOCATED NEAR EXISTING CHILLER SYSTEM.
CONTRACTOR SHALL PERFORM EXCAVATION WITH
CAUTION IN THIS AREA AND NOTIFY THE ENGINEER OF
ANY CONFLICTS WITH PROPOSED IMPROVEMENTS.
STRUCTURE TABLE *
STRUCTURE **SIZE BUILD (FT) ***DETAIL CASTING
CB 1 2' X 3' BOX 3.13 2/C5.03 3067 VB
CB2 48" CIRCULAR 3.25 3/C5.03 3067 V
CB 3 48" CIRCULAR 4.17 1/C5.03 3067 VB
CB 4 2' X 3" BOX 3.04 2/C5.03 3067VB
CB 5 2' X 3' BOX 4.00 2/C5.03 3067 V
CB 6 2' X 6" DOUBLE 3.29 2/C5.03 2 X 3067 VB
PROPOSED DRAINTILE
(SEE DETAIL 5/C5.02)
INSTALL CATCH BASIN IN THE
CURB LINE. CONNECT TO
EXISTING STORM SEWER WITH 10"
SCH 40 PVC PIPE AND KOR-N-TEE.
REMOVE EXISTING CB
CATCH BASIN
(SEE DETAIL ON C5.03)
* CONTRACTOR SHALL FIELD VERIFY ALL MEASUREMENTS AND STORM PIPE SIZES.
** CONTRACTOR IS RESPONSIBLE FOR THE INSTALLATION OF NEW PIPE REQUIRED TO CONNECT NEW CATCH BASINS
TO THE EXISTING STORM SEWER. THIS WORK IS INCIDENTAL TO THE INSTALLATION OF NEW CATCH BASINS.
*** BUILD HEIGHT IS THE MEASUREMENT BETWEEN THE STRUCTURE'S RIM AND INVERT.
18" RCP
15" RCP15" RCP
15" RCP18" RCP
18" RCP15" RCP
2
7
"
R
C
P 32" RCP
>
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>
>
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>
>
>
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>
>
>
>
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>>>>>>>DDDDDEagle Point II8550 Hudson Boulevard North, Suite 105Lake Elmo, MN 55042Phone: 651-288-8550 Fax: 651-288-85512017 Foth Infrastructure & Environment, LLCCHECKED
DESIGNED
SURVEYED
DRAWN
BY DATE
DATE OF PREPARATIONREVISION / ISSUENO.BYDATEDESCRIPTIONPROJECT ID 19B007.02
PRWBLUE CROSS BLUE SHIELD OFMINNESOTARIVER PARK 1 LOTIMPROVEMENTSPROJECT 19B007.02DAKOTA COUNTYMINNESOTAACJFoth Infrastructure & Environment, LLCACJ
6/26/196/26/1953946ADAM C JUEL6/26/19
6/26/19
C1.05
PROPOSED
IMPROVEMENTS
ALTERNATE
AREAS
YANKEE DR
YANKEE DOODLE RDTERMINAL DR
YANKEE DOODLE RDYANKEE DRREMOVE AND REPLACE
4LF CURB.
REMOVE AND
REPLACE 8LF
CURB.
REMOVE AND
REPLACE 7LF CURB.
REMOVE AND
REPLACE 6LF CURB.
REMOVE AND
REPLACE 11LF CURB.
REMOVE AND
REPLACE 8LF CURB.
REMOVE AND REPLACE
10LF CURB.
ADA PARKING SPACES WILL BE
RECONSTRUCTED TO CORRECT
MINOR ELEVATION CHANGES
NEEDED TO BE COMPLIANT.
0 60 120
LEGEND
ALTERNATE AREAS - FULL RECONSTRUCTION
(SEE DETAIL 4/C5.02)
REMOVE AND
REPLACE 5LF CURB.
ALTERNATE AREA 3
RECONSTRUCT ALL PAVING IN THIS AREA.
NEW STRIPING SHALL MATCH EXISTING.
CONCRETE REPLACEMENT
(SEE DETAIL 5/C5.01)
GENERAL NOTES
1.PROTECT EXISTING CURB AND GUTTER EXCEPT WHERE
NOTED TO BE REPLACED.
2.PROVIDE INLET PROTECTION ON ALL CATCH BASINS.
3.CONTRACTOR SHALL DETERMINE EXISTING GRADES AND
IS RESPONSIBLE TO SET GRADES DURING
CONSTRUCTION.
4.ACCESS TO THE BUILDING SHALL BE MAINTAINED
DURING BUSINESS HOURS. PHASE WORK TO
ACCOMMODATE THIS REQUIREMENT FOR ALL
SEQUENCING REQUIREMENTS. SEE SHEET C1.01,
OVERALL SITE PLAN.
5.DELINEATE ALL REMOVALS WITH A SAWCUT.
6.REPLACE PAVEMENT MARKING TO MATCH STRIPING
PLAN. SEE SHEET C1.13.
7.RESTORATION BEHIND SIDEWALKS AND CURBS IS THE
RESPONSIBILITY OF THE CONTRACTOR.
PROPOSED SUBDRAIN
(SEE DETAIL 5/C5.02)
ALTERNATE AREA 2
RECONSTRUCT ALL PAVING IN THIS AREA.
NEW STRIPING SHALL MATCH EXISTING.
ALTERNATE AREA 1
RECONSTRUCT ALL PAVING IN THIS AREA.
NEW STRIPING SHALL MATCH EXISTING.
DRAINTILE CONNECTION
TO STRUCTURE
DRAINTILE CONNECTION
TO STRUCTURE
DRAINTILE CONNECTION
TO STRUCTURE
SEE SHEET C1.06 FOR
AREA ENLARGEMENT.
CLEANOUT
SEE DETAIL 4/C5.03
CLEANOUT
SEE DETAIL 4/C5.03
PROTECT EXISTING SIGNS (3)
SALVAGE AND REINSTALL
EXISTING SIGNS (3)
PROTECT EXISTING SIGN (1)
INSTALL NO PARKING SIGNS (3)
RELOCATE EXISTING
SIGN-CENTERED ON NEW
SPACES (2)
RELOCATE EXISTING
SPECIAL PARKING SIGN
COORDINATE NEW LOCATION
WITH OWNER (1)
INSTALL NEW NO PARKING
SIGN(1)
RELOCATE EXISTING
SIGN-CENTERED ON NEW
SPACE (1)
NO PA
RKI
N
G
NO PA
RKI
N
G NO PARKINGNO PARKINGNO PARKINGNO PARKINGNO PARKINGNO PARKINGEagle Point II8550 Hudson Boulevard North, Suite 105Lake Elmo, MN 55042Phone: 651-288-8550 Fax: 651-288-85512017 Foth Infrastructure & Environment, LLCCHECKED
DESIGNED
SURVEYED
DRAWN
BY DATE
DATE OF PREPARATIONREVISION / ISSUENO.BYDATEDESCRIPTIONPROJECT ID 19B007.02
PRWBLUE CROSS BLUE SHIELD OFMINNESOTARIVER PARK 1 LOTIMPROVEMENTSPROJECT 19B007.02DAKOTA COUNTYMINNESOTAACJFoth Infrastructure & Environment, LLCACJ
6/26/196/26/1953946ADAM C JUEL6/26/19
6/26/19
C1.06
PROPOSED
ADA PARKING
IMPROVEMENTS
AND SIGNAGE
0 10 20
GENERAL NOTES
1.PROTECT EXISTING CURB AND GUTTER EXCEPT WHERE
NOTED TO BE REPLACED.
2.PROVIDE INLET PROTECTION ON ALL CATCH BASINS.
3.CONTRACTOR SHALL DETERMINE EXISTING GRADES AND
IS RESPONSIBLE TO SET GRADES DURING
CONSTRUCTION.
4.ACCESS TO THE BUILDING SHALL BE MAINTAINED
DURING BUSINESS HOURS. PHASE WORK TO
ACCOMMODATE THIS REQUIREMENT FOR ALL
SEQUENCING REQUIREMENTS. SEE SHEET C1.01,
OVERALL SITE PLAN.
5.DELINEATE ALL REMOVALS WITH A SAWCUT.
6.SEE DETAIL 1/C5.01 FOR ACCESSIBLE PARKING
STRIPING..
7.RESTORATION BEHIND SIDEWALKS AND CURBS IS THE
RESPONSIBILITY OF THE CONTRACTOR.
UTILITY NOTES
1.CONTRACTOR SHALL COORDINATE UTILITY LOCATES
WITH BCBS PRIOR TO EXCAVATION.
2.SPECIAL ATTENTION SHALL BE GIVEN TO UTILITIES
LOCATED NEAR EXISTING CHILLER SYSTEM.
CONTRACTOR SHALL PERFORM EXCAVATION WITH
CAUTION IN THIS AREA AND NOTIFY THE ENGINEER OF
ANY CONFLICTS WITH PROPOSED IMPROVEMENTS.
ACCESSIBLE PARKING
REQUIREMENTS
1.CONTRACTOR SHALL VERIFY FINAL GRADES ARE 2% OR
LESS IN ANY DIRECTION ACROSS ALL ADA SPACES AND
ACCESS AISLES
2.CONTRACTOR SHALL VERIFY EXISTING CURB & GUTTER
SLOPES WITHIN THE ACCESSIBLE PARKING AREA AND
REPLACE IF NECESSARY TO CORRECT SLOPES GREATER
THAN 2%.
3.PAINT ALL PARKING STALLS WITH 4" YELLOW STRIPES,
AND ALL MARKING SYMBOLS WITH YELLOW PAINT.
4.PROTECT EXISTING SIGNS AND POSTS.
5.REPAINT ALL YELLOW CURB WITHIN PROJECT AREA.8.08.08.08.09.08.09.09.010.010.010.0ADDENDUM 17/12/19ACJ110.09.09.09.09.09.01
1
1
1
2
6
.
0
A
I
S
L
E
2
6
.
0
A
I
S
L
E
STANDARD SPACES SHALL BE 9' WIDTH
AND 18' DEPTH. REFER TO SHEET C1.13
FOR LAYOUT PLAN CHANGE8/8/19ACJ33
3
3
Eagle Point II8550 Hudson Boulevard North, Suite 105Lake Elmo, MN 55042Phone: 651-288-8550 Fax: 651-288-85512017 Foth Infrastructure & Environment, LLCCHECKED
DESIGNED
SURVEYED
DRAWN
BY DATE
DATE OF PREPARATIONREVISION / ISSUENO.BYDATEDESCRIPTIONPROJECT ID 19B007.01
PRWBLUE CROSS BLUE SHIELD OFMINNESOTARIVER PARK 1 LOTIMPROVEMENTSPROJECT 19B007.02DAKOTA COUNTYMINNESOTAACJFoth Infrastructure & Environment, LLCACJ
0 60 120
BASE PROJECT
STAGES 1,2,3,4
BASE PROJECT STAGING
OVERVIEW
LEGEND
STAGE 1
STAGE 2
STAGE 3
STAGE 4
STAGING PLAN
C1.07
NOTE:
IT IS RECOGNIZED THAT AS VARIOUS ACTIVITIES OCCUR
RELATED TO CONSTRUCTION PROGRESS, CERTAIN SITUATIONS
MAY ARISE WHICH WOULD LEND THEMSELVES TO MORE
EFFICIENT STAGING OPERATIONS. SHOULD THE CONTRACTOR
DESIRE TO DEVIATE FROM THE PLAN, AN ALTERNATE PLAN
SHALL BE SUBMITTED TO THE OWNER FOR APPORVAL PRIOR
TO THE PROPOSED CHANGES.
SPECIAL EVENT NOTE: SEPT. 4-7, 2019
COMMUNITY PICNIC SCHEDULED ON THE LAWN AREA WEST OF
THE PARKING LOT. ACCESSES AND PARKING IN THE FURTHEST
WEST PARKING LOT SHALL NOT BE CLOSED DURING THESE
DATES TO ACCOMMODATE ADDITIONAL TRAFFIC FOR THE
EVENT, INCLUDING SET-UP, DELIVERIES AND TEAR-DOWN
ACTIVITIES.
6/26/19
6/26/19
6/26/19ADAM C JUEL6/26/19539461ACJ7/12/19ADDENDUM 11
Eagle Point II8550 Hudson Boulevard North, Suite 105Lake Elmo, MN 55042Phone: 651-288-8550 Fax: 651-288-85512017 Foth Infrastructure & Environment, LLCCHECKED
DESIGNED
SURVEYED
DRAWN
BY DATE
DATE OF PREPARATIONREVISION / ISSUENO.BYDATEDESCRIPTIONPROJECT ID 19B007.01
PRWBLUE CROSS BLUE SHIELD OFMINNESOTARIVER PARK 1 LOTIMPROVEMENTSPROJECT 19B007.02DAKOTA COUNTYMINNESOTAACJFoth Infrastructure & Environment, LLCACJ
0 60 120
ALT. PROJECT
AREAS
STAGES 5,6,7
ALTERNATE PROJECT
AREAS STAGING
OVERVIEW
LEGEND
BASE PROJECT
STAGE 5
STAGE 6
STAGE 7
STAGING PLAN
C1.08
Contractor shall provide
temporary ADA
accessible parking spaces
during construction of this
area. Coordinate
relocation and temporary
signing with BCBS.
6/26/19
6/26/19
6/26/196/26/1953946ADAM C JUELNOTE:
IT IS RECOGNIZED THAT AS VARIOUS ACTIVITIES OCCUR
RELATED TO CONSTRUCTION PROGRESS, CERTAIN SITUATIONS
MAY ARISE WHICH WOULD LEND THEMSELVES TO MORE
EFFICIENT STAGING OPERATIONS. SHOULD THE CONTRACTOR
DESIRE TO DEVIATE FROM THE PLAN, AN ALTERNATE PLAN
SHALL BE SUBMITTED TO THE OWNER FOR APPORVAL PRIOR
TO THE PROPOSED CHANGES.
SPECIAL EVENT NOTE: SEPT. 4-7, 2019
COMMUNITY PICNIC SCHEDULED ON THE LAWN AREA WEST OF
THE PARKING LOT. ACCESSES AND PARKING IN THE FURTHEST
WEST PARKING LOT SHALL NOT BE CLOSED DURING THESE
DATES TO ACCOMMODATE ADDITIONAL TRAFFIC FOR THE
EVENT, INCLUDING SET-UP, DELIVERIES AND TEAR-DOWN
ACTIVITIES.1ACJ7/12/19ADDENDUM 11
Eagle Point II8550 Hudson Boulevard North, Suite 105Lake Elmo, MN 55042Phone: 651-288-8550 Fax: 651-288-85512017 Foth Infrastructure & Environment, LLCCHECKED
DESIGNED
SURVEYED
DRAWN
BY DATE
DATE OF PREPARATIONREVISION / ISSUENO.BYDATEDESCRIPTIONPROJECT ID 19B007.01
PRWBLUE CROSS BLUE SHIELD OFMINNESOTARIVER PARK 1 LOTIMPROVEMENTSPROJECT 19B007.02DAKOTA COUNTYMINNESOTAACJFoth Infrastructure & Environment, LLCACJ
0 60 120
BASE PROJECT
STAGE 1
PARKING
PROJECT AREA TOTAL SPACES = 921
CLOSED SPACES = 0
AVAILABLE SPACES = 921
AVAILABLE ACCESSIBLE SPACES = 14
LEGEND
WORK AREA
CONSTRUCTION ACCESS / HAUL ROUTE
VEHICLE / DELIVERY ACCESS
STAGE 1
STAGING PLAN
C1.09
6/26/19
6/26/19
6/26/19ADAM C JUEL6/26/1953946
Eagle Point II8550 Hudson Boulevard North, Suite 105Lake Elmo, MN 55042Phone: 651-288-8550 Fax: 651-288-85512017 Foth Infrastructure & Environment, LLCCHECKED
DESIGNED
SURVEYED
DRAWN
BY DATE
DATE OF PREPARATIONREVISION / ISSUENO.BYDATEDESCRIPTIONPROJECT ID 19B007.01
PRWBLUE CROSS BLUE SHIELD OFMINNESOTARIVER PARK 1 LOTIMPROVEMENTSPROJECT 19B007.02DAKOTA COUNTYMINNESOTAACJFoth Infrastructure & Environment, LLCACJ
0 60 120
BASE PROJECT
STAGE 2
PARKING
PROJECT AREA TOTAL SPACES = 921
CLOSED SPACES = 185
AVAILABLE SPACES = 736
AVAILABLE ACCESSIBLE SPACES = 14
LEGEND
COMPLETED PAVEMENT
WORK AREA
CONSTRUCTION ACCESS / HAUL ROUTE
VEHICLE / DELIVERY ACCESS
STAGE 2
STAGING PLAN
C1.10
6/26/19
6/26/19
6/26/19ADAM C JUEL6/26/1953946
Eagle Point II8550 Hudson Boulevard North, Suite 105Lake Elmo, MN 55042Phone: 651-288-8550 Fax: 651-288-85512017 Foth Infrastructure & Environment, LLCCHECKED
DESIGNED
SURVEYED
DRAWN
BY DATE
DATE OF PREPARATIONREVISION / ISSUENO.BYDATEDESCRIPTIONPROJECT ID 19B007.01
PRWBLUE CROSS BLUE SHIELD OFMINNESOTARIVER PARK 1 LOTIMPROVEMENTSPROJECT 19B007.02DAKOTA COUNTYMINNESOTAACJFoth Infrastructure & Environment, LLCACJ
0 60 120
BASE PROJECT
STAGE 3
PARKING
PROJECT AREA TOTAL SPACES = 921
CLOSED SPACES = 73
AVAILABLE SPACES = 848
AVAILABLE ACCESSIBLE SPACES = 14
LEGEND
COMPLETED PAVEMENT
WORK AREA
CONSTRUCTION ACCESS / HAUL ROUTE
VEHICLE / DELIVERY ACCESS
Provide temporary
pedestrian
crossing during
daytime working
hours
STAGE 3
STAGING PLAN
C1.11
6/26/19
6/26/19
6/26/19ADAM C JUEL6/26/1953946
Eagle Point II8550 Hudson Boulevard North, Suite 105Lake Elmo, MN 55042Phone: 651-288-8550 Fax: 651-288-85512017 Foth Infrastructure & Environment, LLCCHECKED
DESIGNED
SURVEYED
DRAWN
BY DATE
DATE OF PREPARATIONREVISION / ISSUENO.BYDATEDESCRIPTIONPROJECT ID 19B007.01
PRWBLUE CROSS BLUE SHIELD OFMINNESOTARIVER PARK 1 LOTIMPROVEMENTSPROJECT 19B007.02DAKOTA COUNTYMINNESOTAACJFoth Infrastructure & Environment, LLCACJ
0 60 120
BASE PROJECT
STAGE 4
PARKING
PROJECT AREA TOTAL SPACES = 921
CLOSED SPACES = 0
AVAILABLE SPACES = 921
AVAILABLE ACCESSIBLE SPACES = 14
Complete work during
evening and/or weekend
hours. Allow for temp
access on granular
subbase.
LEGEND
COMPLETED PAVEMENT
WORK AREA
CONSTRUCTION ACCESS / HAUL ROUTE
VEHICLE / DELIVERY ACCESS
STAGE 4
STAGING PLAN
C1.12
6/26/19
6/26/19
6/26/19ADAM C JUEL6/26/1953946
>
>
>
>
>
>
>
>
>>
>
>
>
>
>
>>>>>>>>>>>>>>
>>>>>>>DDDDDEagle Point II8550 Hudson Boulevard North, Suite 105Lake Elmo, MN 55042Phone: 651-288-8550 Fax: 651-288-85512017 Foth Infrastructure & Environment, LLCCHECKED
DESIGNED
SURVEYED
DRAWN
BY DATE
DATE OF PREPARATIONREVISION / ISSUENO.BYDATEDESCRIPTIONPROJECT ID 19B007.02
PRWBLUE CROSS BLUE SHIELD OFMINNESOTARIVER PARK 1 LOTIMPROVEMENTSPROJECT 19B007.02DAKOTA COUNTYMINNESOTAACJFoth Infrastructure & Environment, LLCACJ
6/26/196/26/1953946ADAM C JUEL6/26/19
6/26/19
C1.13
STRIPING PLAN
YANKEE DR
YANKEE DOODLE RDTERMINAL DR
YANKEE DOODLE RDYANKEE DR0 60 120
LEGEND
BASE PROJECT - FULL RECONSTRUCTION
ALTERNATE AREAS - FULL RECONSTRUCTION
BASE PROJECT
NEW STRIPING SHALL MATCH EXISTING.
ALTERNATE AREAS
NEW STRIPING SHALL MATCH EXISTING.
GENERAL NOTES
1.PAINT ALL PARKING STALLS WITH 4" YELLOW STRIPES,
AND ALL MARKING SYMBOLS WITH YELLOW PAINT.
TYPICAL STALL DIMENSIONS 9' x 18'.
2.SEE SHEET C1.06 FOR ACCESSIBLE PARKING STALL
STRIPING DIMENSIONS. ADDITIONAL DETAILS ON SHEET
C5.01.
3.PROTECT EXISTING SIGNS AND POSTS.
4.REPAINT ALL YELLOW CURB WITHIN PROJECT AREA.ADDENDUM 17/12/19ACJ11
1
Eagle Point II8550 Hudson Boulevard North, Suite 105Lake Elmo, MN 55042Phone: 651-288-8550 Fax: 651-288-85512017 Foth Infrastructure & Environment, LLCCHECKED
DESIGNED
SURVEYED
DRAWN
BY DATE
DATE OF PREPARATIONREVISION / ISSUENO.BYDATEDESCRIPTIONPROJECT ID 19B007.02
PRWBLUE CROSS BLUE SHIELD OFMINNESOTARIVER PARK 1 LOTIMPROVEMENTSPROJECT 19B007.02DAKOTA COUNTYMINNESOTAACJFoth Infrastructure & Environment, LLCACJ
6/26/196/26/1953946ADAM C JUEL6/26/19
6/26/19
C5.01
DETAILS
NOT TO SCALE
ALL ACCESSIBLE PARKING SPACES MUST BE MARKED WITH A SIGN CENTERED ON THE
PARKING SPACE, WITH AT LEAST 5' GROUND CLEARANCE.
2" TYPE SP 9.5 WEAR COURSE MIX SPWEA240C
2" TYPE SP 12.5 NONWEAR COURSE MIX SPWEB240C
6" AGGREGATE BASE, CLASS 5
BITUMINOUS TACK COAT
1
C5.01
ACCESSIBLE PARKING STRIPING
NO SCALE
4
C5.01
PAVEMENT SECTION
NO SCALE
2
C5.01
CURB AND GUTTER
NO SCALE
1 ALL ACCESSIBLE PARKING SPACES MUST HAVE AN ADJACENT ACCESS AISLE 8' WIDE,
WITH A PERMANENTLY MOUNTED "NO PARKING" SIGN CENTERED AT THE HEAD OF THE
ACCESS AISLE SPACE UNLESS THAT SIGN WOULD OBSTRUCT A PEDESTRIAN ROUTE.
"NO PARKING" SHALL BE PAINTED ON THE ACCESS AISLE SURFACE.
2
1 FIELD VERIFY CURB DIMENSIONS MATCH EXISTING CURB WIDTH.
6" CONCRETE
4" AGGREGATE BASE,
CLASS 513 1/2"5
C5.01
CONCRETE SIDEWALK SECTION
NO SCALE
3
C5.01
SURMOUNTABLE CURB AND GUTTER
NO SCALE
FACE OF CURB
1 SURMOUNTABLE CURB TO BE INSTALLED ON ALL NEW PEDESTRIAN RAMPS.
6"7"18"6"45°
FACE OF CURB
1/2"r
1/2"r
3"r 1/4"r
1/2"r
R7-8m & R7-8b
SIDEWALK
VAN ACCESSIBLE
PARKING
8' MIN 8' MIN
ACCESS AISLE
3'1 ESTIMATED DEPTHS. FIELD VERIFY. MATCH EXISTING.7"8"-12"
2 FIELD VERIFY CURB DIMENSIONS MATCH EXISTING CURB WIDTH.
4" BITUMINOUS
6" AGGREGATE BASE, CLASS 5
1
4" MIN. TO 1
2" MAX.
6
C5.01
CURB AND GUTTER SECTION
NO SCALE
28"12" SELECT GRANULAR MATERIAL MNDOT
SPECIFICATION 3149.2B.2
12" SELECT GRANULAR MATERIAL
MNDOT SPECIFICATION 3149.2B.2
12" SELECT GRANULAR MATERIAL
MNDOT SPECIFICATION 3149.2B.2
3" AGGREGATE BASE, CLASS 5
6" SIDEWALK
8' MIN
VAN ACCESSIBLE
PARKING
18' MINGEOTEXTILE FABRIC MNDOT 3733, TYPE 5
RB-3
NO PARKING
ADDENDUM 17/12/19ACJ1
1
1
1
1
1
1EXISITING SUBGRADE 2
2
2
EXISITING SUBGRADE
EXISITING SUBGRADE
7"
7"
4"2ACJ7/31/19CHANGE ORDER 1
Eagle Point II8550 Hudson Boulevard North, Suite 105Lake Elmo, MN 55042Phone: 651-288-8550 Fax: 651-288-85512017 Foth Infrastructure & Environment, LLCCHECKED
DESIGNED
SURVEYED
DRAWN
BY DATE
DATE OF PREPARATIONREVISION / ISSUENO.BYDATEDESCRIPTIONPROJECT ID 19B007.02
PRWBLUE CROSS BLUE SHIELD OFMINNESOTARIVER PARK 1 LOTIMPROVEMENTSPROJECT 19B007.02DAKOTA COUNTYMINNESOTAACJFoth Infrastructure & Environment, LLCACJ
6/26/196/26/1953946ADAM C JUEL6/26/19
6/26/19
C5.02
DETAILS
2
C5.02
INLET PROTECTION SEDIMENT FILTER SACK
NO SCALE
B
1
6" CONCRETE
4" AGGREGATE BASE
TOP OF CURB
A
A
B
FACE OF
CURB
PLAN
VARIES
STREET GRADE
SECTION B-B
SECTION A-A CONCRETE CURB & GUTTER
MAX 5%MAX 2%
VARIES VARIES
4' MIN.
2
3
TRANSVERSE SLOPE ON RAMP SHALL BE NO GREATER THAN 2%.
CURB RAMP SHALL NOT BE STEEPER THAN 8%.
3
C5.02
ACCESSIBLE CURB RAMP
NO SCALE
4' MIN.
1 FILTER SACK CONSTRUCTED OUT OF GEOTEXTILE FABRIC TYPE FF.
2
4
3
FINISHED SIZE, INCLUDING FLAP POCKETS WHERE REQUIRED, SHALL EXTEND A MINIMUM OF 10"
AROUND THE PERIMETER TO FACILITATE MAINTENANCE OR REMOVAL.
MINIMUM DOUBLE STITCHED SEAMS ALL AROUND SIDE PIECES AND ON FLAP POCKETS.
FRONT, BACK, AND BOTTOM TO BE MADE FROM SINGLE PIECE OF FABRIC.
5 FOR INLET PROTECTION WITH CURB BOX, AN ADDITIONAL 18" FABRIC IS WRAPPED AROUND THE
WOOD AND SECURED WITH STAPLES. THE WOOD SHALL NOT BLOCK THE ENTIRE HEIGHT OF THE
CURB BOX OPENING.
6 WHEN REMOVING OR MAINTAINING INLET PROTECTION, CARE SHALL BE TAKEN SO THAT THE
SEDIMENT TRAPPED ON THE GEOTEXTILE FABRIC DOES NOT FALL INTO THE INLET.
TOP OF BACK CURB WILL MATCH THE EXISTING TOP OF SIDEWALK.
8% SLOPE 8% SLOPE
4' MIN.
4 SURMOUNTABLE CURB INFORMATION SHOWN IN DETAIL 3/C5.01.
NOT TO SCALE
1
C5.02
EROSION CONTROLL: BIOROLL
NO SCALE
1 STAKE INTO GROUND WITH WOOD STAKES, SPACED 1' ON CENTER.
2 WHEN MORE THAN ONE BIOROLL IS REQUIRED, OVERLAP 6" MIN AND
STAKE.
FLOW
5 INSTALL DETECTABLE WARNING AT ALL ACCESSIBLE CURB RAMP
LOCATIONS. MINIMUM 2' X 4' PANEL DIMENSIONS.
1
2
3
TRANSVERSE SLOPE ON RAMP SHALL BE NO GREATER THAN 2%.
CURB RAMP FLARES SHALL NOT BE STEEPER THAN 8%.
4
C5.02
ACCESSIBLE CURB RAMP 2
NO SCALE
4
SURMOUNTABLE CURB INFORMATION SHOWN IN DETAIL 3/C5.01.
INSTALL DETECTABLE WARNING AT ALL ACCESSIBLE CURB RAMP
LOCATIONS. MINIMUM 2' X 4' PANEL DIMENSIONS.
FACE OF
CURB
PLAN
8% SLOPE 8% SLOPE
4' MIN.
MAX.MAX.
MAX.MAX.2% SLOPEMAX.2% SLOPEMAX.4" PVC PERFORATED PIPE DRAIN WITH SOCK.
5
C5.02
DRAIN TILE
NO SCALE
COURSE FILTER AGGREGATE MNDOT 3149.2H
WRAPPED IN FILTER FABRIC MNDOT 3733, TYPE 1
2' - 6"4"6"6"1.ALL CONNECTIONS TO EXISTING STRUCTURES SHALL BE CORE
DRILLED WITH WATERTIGHT KOR-N-SEAL OR LINK-SEAL BOOT.
2.ALL CONNECTIONS TO MANHOLES AND CATCH BASINS SHALL
BE CONSIDERED AS INCIDENTAL.
RESTORE EXISTING
LANDSCAPING
DEPTH 1'10"ACJ
7/31/19CHANGE ORDER 1212"2"PLAN CHANGE8/8/19ACJACJGEOTEXTILE FILTER BAG WITH
FLEXSTORM "CATCH-IT"
FOR 2 X 3 CURB INLET
EXTENDED BACK IN ORDER TO
CAPTURE POLLUTANTS ENTERING
THROUGH THE CURB HOOD
CATCH BASIN
CASTING - HOOD
CURB
DROP IN PREFABRICATED RIGID FRAME INLET PROTECTION SHOWN ADS-FLEXSTORM "CATCH-IT" WITH EXTENDED BACK.
5%5%33
3
2
2
3
Eagle Point II8550 Hudson Boulevard North, Suite 105Lake Elmo, MN 55042Phone: 651-288-8550 Fax: 651-288-85512017 Foth Infrastructure & Environment, LLCCHECKED
DESIGNED
SURVEYED
DRAWN
BY DATE
DATE OF PREPARATIONREVISION / ISSUENO.BYDATEDESCRIPTIONPROJECT ID 19B007.02
PRWBLUE CROSS BLUE SHIELD OFMINNESOTARIVER PARK 1 LOTIMPROVEMENTSPROJECT 19B007.02DAKOTA COUNTYMINNESOTAACJFoth Infrastructure & Environment, LLCACJ
6/26/196/26/1953946ADAM C JUEL6/26/19
6/26/19
C5.03
DETAILS
NOT TO SCALE
1
C5.03
CATCH BASIN MANHOLE
NO SCALE
4
C5.03
CLEANOUT
NO SCALE
2
C5.03
CATCH BASIN
NO SCALE
3
C5.03
PRECAST SHALLOW STORM STRUCTURE
NO SCALE