Loading...
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 I Permit # 157268 I I I 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 > > > > > > > > >> > > > > > >>>>>>>>>>>>>> >>>>>>>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>>>>>>>>>> > > > > > >>>>>>>>>>>>>> >>>>>>>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) > > > >>>> >>>>> >> > > > > > > > > > > > >>>>>>> >>>>>>>>>>>>>>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 > > > > > > > > >> > > > > > >>>>>>>>>>>>>> >>>>>>>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