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2023-11-02_Galpin Industrial_Civil PlansNO DATE BY CKD APPR SHEET OF Date License # Print Name: 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. DRAWN BY DESIGNED BY CHECKED BY PROJECT NO. PRELIMINARY DESIGN REVIEW PERMIT SUBMITTAL CONSTRUCTION DOCUMENTS REV. COMMENT Engineering | Surveying | Planning | Environmental© 2021 Sambatek24.1S (LMS TECH) | EMILY CASTANIAS, PE (MN) | 11/2/2023 5:21:32 PML:\PROJECTS\52152\CAD\SHEETS\52152-C1.01-TITLE.DWG:C1.01 TITLE SHEETAFFINITECH, INC. GALPIN INDUSTRIAL FINAL CHANHASSEN, MN52152 11/02/2023 JMW EJC BDB BRADY D. BUSSELMAN 44579 TITLE SHEET C1.01 GEOTECHNICAL AMERICAN ENGINEERING TESTING 550 CLEVELAND AVE NORTH ST. PAUL, MN 55114 TEL 651-659-1301 RFLICKINGER@TEAMAET.COM CONTACT: ROB FLICKINGER DEVELOPER/OWNER EDEN TRACE CORP 8821 SUNSET TRAIL CHANHASSEN, MN 55317 TEL 612-803-6970 MARK@EDENTRACE.COM CONTACT: MARK UNDESTAD ARCHITECT HOUWMAN ARCHITECTS 31572 SNOWBALL RD PENGILLY, MN 55775 TEL 651-631-0200 NICKHOUWMAN@GMAIL.COM CONTACT: NICK HOUWMAN CIVIL ENGINEER SAMBATEK 12800 WHITEWATER DRIVE, SUITE 300 MINNETONKA, MN 55343 TEL 763-476-6010 BBUSSELMAN@SAMBATEK.COM CONTACT: BRADY BUSSELMAN LANDSCAPE ARCHITECT SAMBATEK 12800 WHITEWATER DRIVE, SUITE 300 MINNETONKA, MN 55343 TEL 763-476-6010 JWORKMAN@SAMBATEK.COM CONTACT: JOHN WORKMAN SURVEYOR SAMBATEK 12800 WHITEWATER DRIVE, SUITE 300 MINNETONKA, MN 55343 TEL 763-476-6010 MSALO@SAMBATEK.COM CONTACT: MARK SALO SHEET INDEX SHEET DESCRIPTION C1.01 TITLE SHEET C1.02 CONSTRUCTION NOTES C2.01 EXISTING CONDITIONS C3.01 SITE PLAN C4.01 GRADING PLAN C5.01 PHASE 1 EROSION CONTROL PLAN C5.02 PHASE 2 EROSION CONTROL PLAN C5.03 EROSION CONTROL NOTES C5.04 EROSION CONTROL DETAILS C6.01 UTILITY PLAN C9.01 DETAILS C9.02 DETAILS C9.03 DETAILS C9.04 DETAILS L1.01 LANDSCAPE PLAN L1.02 LANDSCAPE NOTES & DETAILS ALTA NSPS LAND TITLE SURVEY for Final Site Development Plans Galpin Industrial Affinitech, Inc. Chanhassen, Minnesota Presented by: NO SCALE VICINITY MAP SITE N.T.S. CITY OF CHANHASSEN STANDARD SPECIFICATIONS (2023) CITY ENGINEER'S ASSOCIATION OF MINNESOTA STANDARD SPECIFICATIONS (2018) MNDOT STANDARD SPECIFICATIONS FOR CONSTRUCTION (2020 EDITION) MN PLUMBING CODE (2020)GALPIN CT 5 CONSULTANT CONTACT LIST: GOVERNING SPECIFICATIONS ARBORETUM B L V D 18 GALPIN BLVDLYMAN BLVDNOREX DR COULT E R B L V D NO DATE BY CKD APPR SHEET OF Date License # Print Name: 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. DRAWN BY DESIGNED BY CHECKED BY PROJECT NO. PRELIMINARY DESIGN REVIEW PERMIT SUBMITTAL CONSTRUCTION DOCUMENTS REV. COMMENT Engineering | Surveying | Planning | Environmental© 2021 Sambatek24.1S (LMS TECH) | EMILY CASTANIAS, PE (MN) | 11/2/2023 5:21:32 PML:\PROJECTS\52152\CAD\SHEETS\52152-C1.01-TITLE.DWG:C1.02 CONSTRUCTION NOTESAFFINITECH, INC. GALPIN INDUSTRIAL FINAL CHANHASSEN, MN52152 11/02/2023 JMW EJC BDB BRADY D. BUSSELMAN 44579 CONSTRUCTION NOTES C1.02 GRADING NOTES 1.PROPOSED CONTOURS ARE TO FINISHED SURFACE ELEVATION. SPOT ELEVATIONS ALONG PROPOSED CURB DENOTE GUTTER GRADE. 2.CONTRACTOR SHALL REVIEW PAVEMENT GRADIENT AND CONSTRUCT “GUTTER OUT” WHERE WATER DRAINS AWAY FROM CURB. ALL OTHER AREAS SHALL BE CONSTRUCTED AS “GUTTER IN” CURB. 3.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 2.00% (1:50). MAXIMUM SLOPE IN ANY DIRECTION ON AN ADA PARKING STALL OR ACCESS AISLE SHALL BE IN 2.00% (1:50). CONTRACTOR SHALL REVIEW AND VERIFY THE GRADIENT IN THE FIELD ALONG THE ADA ROUTES PRIOR TO PLACING CONCRETE OR BITUMINOUS. CONTRACTOR SHALL NOTIFY THE ENGINEER IMMEDIATELY IF THERE IS A DISCREPANCY BETWEEN THE GRADIENT IN THE FIELD VERSUS THE DESIGN GRADIENT. COORDINATE ALL WORK WITH PAVING CONTRACTOR. 4.CONTRACTOR SHALL TAKE ALL PRECAUTIONS NECESSARY TO AVOID PROPERTY DAMAGE TO ADJACENT PROPERTIES DURING THE CONSTRUCTION PHASES OF THIS PROJECT. CONTRACTOR WILL BE HELD SOLELY RESPONSIBLE FOR ANY DAMAGES TO THE ADJACENT PROPERTIES OCCURRING DURING THE CONSTRUCTION PHASES OF THIS PROJECT. 5.SAFETY NOTICE TO CONTRACTORS: IN ACCORDANCE WITH GENERALLY ACCEPTED CONSTRUCTION PRACTICES, 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. 6.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. 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: AMERICAN ENGINEERING TESTING, INC. ADDRESS: 550 CLEVELAND AVENUE NORTH PHONE:651-659-1301 DATED:JULY 12, 2023 CONTRACTOR SHALL OBTAIN A COPY OF THE SOILS REPORT. 7.CONTRACTOR SHALL COMPLETE DEWATERING AS REQUIRED TO COMPLETE THE SITE GRADING CONSTRUCTION. 8.PRIOR TO PLACEMENT OF THE AGGREGATE BASE, A TEST ROLL SHALL BE PERFORMED ON THE STREET AND PARKING AREA SUBGRADE. 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. CORRECTION OF THE SUBGRADE SOILS SHALL BE COMPLETED IN ACCORDANCE WITH THE REQUIREMENTS OF THE SOILS ENGINEER. 9.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. 10.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. 11.EXISTING TREES AND OTHER NATURAL VEGETATION WITHIN THE PROJECT AND/OR ADJACENT TO THE PROJECT ARE OF PRIME CONCERN TO THE CONTRACTOR'S OPERATIONS AND SHALL BE A RESTRICTED AREA. CONTRACTOR SHALL PROTECT TREES TO REMAIN AT ALL TIMES. EQUIPMENT SHALL NOT NEEDLESSLY BE OPERATED UNDER NEARBY TREES AND EXTREME CAUTION SHALL BE EXERCISED WHEN WORKING ADJACENT TO TREES. SHOULD ANY PORTION OF THE TREE BRANCHES REQUIRE REMOVAL TO PERMIT OPERATION OF THE CONTRACTOR'S EQUIPMENT, CONTRACTOR SHALL OBTAIN THE SERVICES OF A PROFESSIONAL TREE TRIMMING SERVICE TO TRIM THE TREES PRIOR TO THE BEGINNING OF OPERATION. SHOULD 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. a.RESTRICTED AREAS SHALL INCLUDE ALL DESIGNATED TREED AREAS OUTSIDE OF THE DESIGNATED CONSTRUCTION ZONE. ALL VEGETATION WITHIN THE RESTRICTED AREAS SHALL REMAIN. b.CONTRACTOR SHALL RESTRICT ALL GRADING AND CONSTRUCTION ACTIVITIES TO AREAS DESIGNATED ON THE PLANS. ACTIVITIES WITHIN THE CONSTRUCTION MAY BE RESTRICTED TO A NARROWER WIDTH IN THE FIELD TO SAVE ADDITIONAL TREES AS DIRECTED BY THE OWNER. c.ACTIVITIES PROHIBITED OUTSIDE OF THE CONSTRUCTION BOUNDARIES WOULD INCLUDE, BUT NOT BE LIMITED TO: SOIL AND OTHER MATERIAL STOCKPILING, EQUIPMENT OR MACHINERY STORAGE, DRIVING OF ANY VEHICLE, LEAKAGE OR SPILLAGE OF ANY “WASHOUT” OR OTHER TOXIC MATERIAL. THE COLLECTION OF OTHER DEBRIS AND SOIL STOCKPILING WILL BE IN AN AREA DETERMINED ON-SITE BY THE ENGINEER. d.ALL RESTRICTED AREAS SHALL BE FENCED OFF WITH BRIGHT ORANGE POLYETHYLENE SAFETY NETTING AND STEEL STAKES AS SHOWN ON THE TREE PROTECTION DETAIL. AT NO TIME SHALL THIS FENCING BE REMOVED OR ACTIVITY OF ANY KIND TAKE PLACE WITHIN IT. FINAL PLACEMENT OF ALL PROTECTIVE FENCING SHALL BE COMPLETE BEFORE ANY WORK COMMENCES ON-SITE. e.BEFORE COMMENCING WITH ANY EXCAVATION CONTRACTOR SHALL COMPLETE ALL PREPARATORY WORK REGARDING TREE REMOVAL, ROOT PRUNING, TREE PRUNING AND STUMP REMOVAL TO THE SATISFACTION OF THE OWNER. f.PREPARATORY WORK SHALL INCLUDE THE FOLLOWING AND SHALL BE COMPLETED UNDER THE DIRECT SUPERVISION OF THE OWNER'S REPRESENTATIVE: i.TREE REMOVAL: CONTRACTOR SHALL FELL THE TREES. AT NO TIME SHALL TREES BE BULLDOZED OUT, BUT SHALL BE CUT DOWN AND STUMPS REMOVED SEPARATELY. PRIOR TO THE FELLING OF ALL TREES, PROPER REMOVAL OF A PORTION OR ALL OF THE CANOPY SHALL BE COMPLETED SO THAT TREES IN THE RESTRICTED AREAS SHALL NOT BE INJURED IN THE PROCESS. ii.ROOT PRUNING: BEFORE ANY STUMPS ARE TO BE REMOVED, ALL ROOTS SHALL BE SEVERED FROM ROOTS IN THE RESTRICTED AREAS BY SAW CUTTING WITH A VERMEER DESIGNED FOR ROOT PRUNING, BY HAND, OR WITH A CHAINSAW. TREE ROOTS PROJECTING INTO THE CONSTRUCTION ZONE SHALL BE EXPOSED PRIOR TO ROOT PRUNING WITH SMALL MACHINERY, I.E..., BOBCAT. iii.STUMP REMOVAL: AT SUCH TIME THAT ROOTS HAVE BEEN PROPERLY SEVERED, STUMPS MAY BE REMOVED. WHERE REMOVAL OF CERTAIN STUMPS COULD CAUSE DAMAGE TO EXISTING PROTECTED TREES, TREE STUMPS SHALL BE GROUND OUT. ALL STUMP REMOVAL SHALL BE UNDER THE DIRECT SUPERVISION OF THE OWNER'S REPRESENTATIVE. iv.TREE PRUNING: PROPER PRUNING OF TREES IN THE RESTRICTED ZONE SHALL BE DIRECTED BY AND SUPERVISION AT ALL TIMES BY THE OWNER'S REPRESENTATIVE. g.AN OWNER'S REPRESENTATIVE WILL BE AVAILABLE AT ALL TIMES DURING THE PREPARATORY AND CONSTRUCTION PERIOD. h.MULCH RATHER THAN SEED OR SOD WILL BE USED AT THE BASE OF QUALITY TREES TO A PERIMETER DETERMINED BY THE OWNER'S REPRESENTATIVE. AREAS TO BE SEEDED FOR EROSION CONTROL PURPOSES WITHIN THE CONSTRUCTION ZONE ARE TO BE DETERMINED BY THE OWNER'S REPRESENTATIVE. NATURAL GROUND COVER WILL BE MAINTAINED WHEREVER POSSIBLE. i.THE USE OF RETAINING WALLS NEAR TREES, IN ADDITION TO THOSE REQUIRED ON THE PLANS SHALL BE DETERMINED IN THE FIELD, BASED ON TREE LOCATIONS AND TOPOGRAPHY. 12.EXCAVATE TOPSOIL FROM AREAS TO BE FURTHER EXCAVATED OR REGRADED AND STOCKPILE IN AREAS DESIGNATED ON THE SITE. 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. CONTRACTOR SHALL SUBCUT CUT AREAS, WHERE TURF IS TO BE ESTABLISHED, TO THE DEPTH SPECIFIED IN THE LANDSCAPE PLANS. RESPREAD TOPSOIL IN AREAS WHERE TURF IS TO BE ESTABLISHED PER LANDSCAPE PLANS. 13.TRENCH BORROW CONSTRUCTION: IF ALLOWED BY THE OWNER, CONTRACTOR SHALL COMPLETE “TRENCH BORROW” EXCAVATION IN AREAS DIRECTED BY THE ENGINEER IN ORDER TO OBTAIN STRUCTURAL MATERIAL. 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). 14.FINISHED GRADING SHALL BE COMPLETED, 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, ERODED 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. 15.TOLERANCES a.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. b.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. c.AREAS WHICH ARE TO RECEIVE TOPSOIL SHALL BE GRADED TO WITHIN 0.10OOT ABOVE OR BELOW THE REQUIRED ELEVATION, UNLESS DIRECTED OTHERWISE BY THE ENGINEER. d.TOPSOIL SHALL BE GRADED TO PLUS OR MINUS 1/2 INCH OF THE SPECIFIED THICKNESS. 16.AFTER THE SITE GRADING IS COMPLETED, IF EXCESS OR SHORTAGE OF SOIL MATERIAL EXISTS, CONTRACTOR SHALL TRANSPORT ALL EXCESS SOIL MATERIAL OFF THE SITE TO AN AREA SELECTED BY THE CONTRACTOR, OR IMPORT SUITABLE MATERIAL TO THE SITE. 17.CONTRACTOR SHALL DETERMINE THE LOCATION OF ANY HAUL ROADS THAT MAY BE REQUIRED TO COMPLETE THE SITE GRADING CONSTRUCTION AND SHALL INDICATE HAUL ROADS ON EROSION AND SEDIMENT CONTROL “SITE MAP”. CONTRACTOR SHALL COMPLY WITH THE REQUIREMENTS OF THE GOVERNING AUTHORITY OF EACH ROADWAY. CONTRACTOR SHALL POST WHATEVER SECURITY AND COMPLY WITH ALL CONDITIONS WHICH ARE REQUIRED BY EACH GOVERNING AUTHORITY OF EACH ROADWAY. 18.RETAINING WALL(S) SHALL BE CONSTRUCTED OF MODULAR BLOCK MATERIAL. 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. 19.CONTRACTOR SHALL PROVIDE RECORD PLANS AS REQUIRED BY PERMITTING AGENCIES. CIVIL 3D MODEL LIMITATIONS SAMBATEK'S DELIVERABLE AND GOVERNING DOCUMENTS FOR CONSTRUCTION SHALL BE A HARD COPY AND/OR PDF PLAN SHEETS. IF A CIVIL 3D MODEL IS GENERATED IN THE PROCESS OF PREPARING THE PLAN SHEETS, IT IS AS A DESIGN TOOL ONLY AND NOT AS A SEPARATE DELIVERABLE. AT THE OWNER'S REQUEST, WE WILL RELEASE OUR CIVIL 3D MODEL FOR THE CONTRACTOR'S USE. HOWEVER, ITS USE IS AT THE CONTRACTOR'S RISK AND SHALL NOT BE USED FOR STAKING OF CURB, SIDEWALK, OR OTHER HARD SURFACE IMPROVEMENTS. IF A CIVIL 3D MODEL FOR STAKING HARD SURFACE IMPROVEMENTS IS REQUIRED, WE CAN PROVIDE A SUPPLEMENTAL AGREEMENT FOR REFINEMENT AND PREPARATION OF THE CIVIL 3D MODEL. UTILITY CONSTRUCTION NOTES 1.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. a.ALL UTILITIES SHALL BE CONSTRUCTED IN ACCORDANCE WITH ALL LOCAL, STATE AND FEDERAL REQUIRMENTS, INCLUDING BUT NOT LIMITED TO CITY, DEPARTMENT OF LABOR AND INDUSTRY AND MINNESOTA DEPARTMENT OF HEALTH REQUIREMENTS. b.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 CONTRACTOR. c.A MINIMUM VERTICAL SEPARATION OF 18 INCHES, AND HORIZONTAL SEPARATION OF 10-FEET, BETWEEN OUTSIDE PIPE AND/OR STRUCTURE WALLS, IS REQUIRED AT ALL WATERMAIN AND SEWER MAIN (STORM AND SANITARY) CROSSINGS. 2.ALL MATERIALS SHALL BE AS SPECIFIED IN CEAM SPECIFICATIONS EXCEPT AS MODIFIED HEREIN. a.ALL MATERIALS SHALL COMPLY WITH THE REQUIREMENTS OF THE CITY. b.ALL SANITARY SEWER TO BE PVC SDR-35, UNLESS NOTED OTHERWISE. i.ALL SANITARY SEWER SERVICES TO BUILDING SHALL BE CONSTRUCTED OF MATERIALS APPROVED FOR USE WITHIN A BUILDING (SEE TABLE 701.2 OF 2020 MN PLUMBING CODE). ii.ALL SANITARY SEWER WITHIN 10 FEET OF, CROSSING ABOVE, OR WITHIN 12-INCHES BELOW, A POTABLE WATER LINE SHALL BE CONSTRUCTED OF MATERIALS APPROVED FOR USE WITHIN A BUILDING (SEE TABLE 701.2 OF 2020 MN PLUMBING CODE). c.ALL WATERMAIN TO BE DUCTILE IRON - CLASS 52, or PVC C-900, UNLESS NOTED OTHERWISE. i.ALL WATERMAIN TO HAVE 7.5-FEET OF COVER OVER TOP OF WATERMAIN. ii.PROVIDE THRUST BLOCKING AND MECHANICAL JOINT RESTRAINTS ON ALL WATERMAIN JOINTS PER CITY STANDARDS. iii.WHERE A SEWER LINE CROSSES A WATER SERVICE, THE WATER SERVICE SHALL NOT CONTAIN ANY JOINTS OR CONNECTIONS WITHIN 10 FEET OF THE CROSSING. d.ALL STORM SEWER PIPE TO BE SMOOTH INTERIOR DUAL WALL HDPE PIPE WITH WATERTIGHT GASKETS, UNLESS NOTED OTHERWISE. i.ALL STORM SEWER CROSSING ABOVE, OR WITHIN 12-INCHES BELOW, A POTABLE WATER LINE SHALL BE CONSTRUCTED OF MATERIALS APPROVED FOR USE WITHIN A BUILDING (SEE TABLE 701.2 OF 2020 MN PLUMBING CODE). ii.ALL STORM SEWER PIPE FOR ROOF DRAIN SERVICES TO THE BUILDING, OR WITHIN 10' OF A BUILDING, SHALL BE CONSTRUCTED OF MATERIALS APPROVED FOR USE WITHIN A BUILDING (SEE TABLE 701.2 OF 2020 MN PLUMBING CODE). e.RIP RAP SHALL BE Mn/DOT CLASS 3. 3.COORDINATE ALL BUILDING SERVICE CONNECTION LOCATIONS AND INVERT ELEVATIONS WITH MECHANICAL CONTRACTOR PRIOR TO CONSTRUCTION. 4.ALL BUILDING SERVICE CONNECTIONS (STORM, SANITARY, WATER) WITH FIVE FEET OR LESS COVER ARE TO BE INSULATED FROM BUILDING TO POINT WHERE 5-FEET OF COVER IS ACHIEVED. 5.CONTRACTOR SHALL TAKE ALL PRECAUTIONS NECESSARY TO AVOID PROPERTY DAMAGE TO ADJACENT PROPERTIES DURING THE CONSTRUCTION PHASES OF THIS PROJECT. CONTRACTOR WILL BE HELD SOLELY RESPONSIBLE FOR ANY DAMAGES TO THE ADJACENT PROPERTIES OCCURRING DURING THE CONSTRUCTION PHASES OF THIS PROJECT. 6.SAFETY NOTICE TO CONTRACTORS: IN ACCORDANCE WITH GENERALLY ACCEPTED CONSTRUCTION PRACTICES, 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 CONTRACTOR'S PERFORMANCE IS NOT INTENDED TO INCLUDE REVIEW OF THE ADEQUACY OF CONTRACTOR'S SAFETY MEASURES IN, ON OR NEAR THE CONSTRUCTION SITE. 7.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. 8.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. 9.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. 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:AMERICAN ENGINEERING TESTING, INC. ADDRESS:550 CLEVELAND AVENUE NORTH PHONE: 651-659-1301 DATED: JULY 12, 2023 CONTRACTOR SHALL OBTAIN A COPY OF THIS SOILS REPORT. 10.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. 11.CONTRACTOR AND MATERIAL SUPPLIER SHALL DETERMINE THE MINIMUM DIAMETER REQUIRED FOR EACH STORM SEWER STRUCTURE. 12.THE UTILITY DESIGN DOES NOT INCLUDE WATERMAIN ELEVATIONS. THE CONTRACTOR SHALL INSTALL WATERMAIN AT DEPTHS REQUIRED BY APPLICABLE AGENCIES AND SHALL DETERMINE LOCATIONS OF CONFLICTS WITH OTHER UTILITIES AND INCLUDE THE REQUIRED EFFORTS TO AVOID CONFLICTS (BENDS, MATERIAL CHANGES, ETC.) IN THEIR BIDS. 13.CONTRACTOR SHALL PROVIDE RECORD PLANS AS REQUIRED BY PERMITTING AGENCIES. N89°31'55"E 197.92S00°28'05"E 256.45S37°18'41"W 204.74N88°58'56"E 129.12 S09°52'22"E 121.45N55° 06'4 4"E 2 30. 26Δ=23°42'54"L=24.83 R=60.00Δ= 6 0 ° 0 0 '00"R = 6 0 . 0 0L = 6 2 . 8 3Δ=33°59'10"R=210.00L=124.57GATE GATE 5 10 101 0 10 BLOCK 2 LOT 3 DRAINAGE AND UTILITY EASEMENT DRAINAGE AND UTILITY EASEMENT DRAINAGE AND UTILITY EASEMENT GALPIN COURTFOUND 1/2" IRON PIPE FOUND 1/2" IRON PIPE 60606011.0037 37 SIGN CABLE BOX DRAINAGE AND UTILITY EASEMENT 11.4010.654.93NO DATE BY CKD APPR SHEET OF Date License # Print Name: DRAWN BY DESIGNED BY CHECKED BY I hereby certify that this plan, survey, or report was prepared by me or under my direct supervision and that I am a duly Licensed Land Surveyor under the laws of the State of Minnesota. PROJECT NO. PRELIMINARY DESIGN REVIEW PERMIT SUBMITTAL CONSTRUCTION DOCUMENTS REV. COMMENT Engineering | Surveying | Planning | Environmental© 2021 Sambatek24.1S (LMS TECH) | EMILY CASTANIAS, PE (MN) | 11/2/2023 4:55:52 PML:\PROJECTS\52152\CAD\SHEETS\52152-C2.01-EXCND.DWG:C2.01 EXISTING CONDITIONSAFFINITECH, INC. GALPIN INDUSTRIAL FINAL CHANHASSEN, MN52152 11/02/2023 CDJ CDJ MRS MARK SALO 43933 SCALE IN FEET 0 6030 NORTH EXISTING CONDITIONS C2.01 PROPOSED BUILDING 33,283 S.F. FFE=964.0 NO PARKINGNO PARKINGTTBLOCK 2 LOT 3 GALPIN COURTA A A A A A A A A A A J I I J J H H B B B L L L G C C C C L 6 6 5 11 11 10 5 5 K 4 6 R70.0'R200.0' R1 0 0 . 0 'R50.0 'R30.0 'R23.6'R104.7'R12.0' R38.0'R20.0'R100.0 'R36.0'1 8 . 0 ' 2 6 . 0 ' 4 . 5 ' 9.0'TYP18.0'26.0'18.0' 7.4'9.0'TYP49.3'66 . 9 ' F A F M M M M M G G 32.0'15.0'5 26.0 '25.0 ' N N NO DATE BY CKD APPR SHEET OF Date License # Print Name: 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. DRAWN BY DESIGNED BY CHECKED BY PROJECT NO. PRELIMINARY DESIGN REVIEW PERMIT SUBMITTAL CONSTRUCTION DOCUMENTS REV. COMMENT Engineering | Surveying | Planning | Environmental© 2021 Sambatek24.1S (LMS TECH) | EMILY CASTANIAS, PE (MN) | 11/2/2023 5:08:09 PML:\PROJECTS\52152\CAD\SHEETS\52152-C3.01-SITE.DWG:C3.01 SITE PLANAFFINITECH, INC. GALPIN INDUSTRIAL FINAL CHANHASSEN, MN52152 11/02/2023 JMW EJC BDB BRADY D. BUSSELMAN 44579 SCALE IN FEET 0 6030 NORTH SITE PLAN C3.01 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). IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO RELOCATE ALL EXISTING UTILITIES WHICH CONFLICT WITH THE PROPOSED IMPROVEMENTS SHOWN ON THE PLANS. A.BUILDING, STOOPS, STAIRS (SEE ARCHITECTURAL PLANS) B.B-612 CONCRETE CURB AND GUTTER C.MEET & MATCH EXISTING D.CONCRETE APRON E.FLAT CURB SECTION F.CONCRETE SIDEWALK G.SEGMENTAL BLOCK RETAINING WALL H.ADA ACCESS LOCATION I.ACCESSIBLE STALL STRIPING J.ACCESSIBLE PARKING SIGN K.TRANSFORMER L.MOUNTABLE CONCRETE CURB AND GUTTER M.CURB CUT WITH RAIN GUARDIAN BUNKER AND RIPRAP N."STOP" SIGN KEY NOTES 1.ALL DIMENSIONS ARE ROUNDED TO THE NEAREST TENTH FOOT. 2.ALL DIMENSIONS SHOWN ARE TO FACE OF CURB UNLESS OTHERWISE NOTED. 3.CONTRACTOR SHALL REVIEW PAVEMENT GRADIENT AND CONSTRUCT “GUTTER OUT” WHERE WATER DRAINS AWAY FROM CURB. ALL OTHER AREAS SHALL BE CONSTRUCTED AS “GUTTER IN” CURB. COORDINATE WITH GRADING CONTRACTOR. 4.ALL AREAS ARE ROUNDED TO THE NEAREST SQUARE FOOT. 5.ALL PARKING STALLS TO BE 9' IN WIDTH AND 18' IN LENGTH UNLESS OTHERWISE INDICATED. 6.CONTRACTOR SHALL REFER TO ARCHITECTURAL PLANS FOR EXACT LOCATIONS AND DIMENSIONS OF EXIT PORCHES, RAMPS, PRECISE BUILDING DIMENSIONS AND EXACT BUILDING UTILITY ENTRANCE LOCATIONS. 7.SEE ARCHITECTURAL PLANS FOR PYLON/MONUMENT SIGN DETAILS 8.LIGHT STANDARD LOCATIONS ARE FOR REFERENCE ONLY, SITE LIGHTING PLAN IS DESIGN BUILD BY CONTRACTOR. CONTRACTOR SHALL CONFIRM LIGHT STANDARD LOCATION WITH LIGHTING VENDOR. 9.REFER TO FINAL PLAT FOR LOT BOUNDARIES, LOT NUMBERS, LOT AREAS, AND LOT DIMENSIONS. 10.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 2.00% (1:50). MAXIMUM SLOPE IN ANY DIRECTION ON AN ADA PARKING STALL OR ACCESS AISLE SHALL BE IN 2.00% (1:50). CONTRACTOR SHALL REVIEW AND VERIFY THE GRADIENT IN THE FIELD ALONG THE ADA ROUTES PRIOR TO PLACING CONCRETE OR BITUMINOUS. CONTRACTOR SHALL NOTIFY THE ENGINEER IMMEDIATELY IF THERE IS A DISCREPANCY BETWEEN THE GRADIENT IN THE FIELD VERSUS THE DESIGN GRADIENT. COORDINATE ALL WORK WITH PAVING CONTRACTOR. 11."NO PARKING" SIGNS SHALL BE PLACED ALONG ALL DRIVEWAYS AS REQUIRED BY CITY. 12.STREET NAMES ARE SUBJECT TO APPROVAL BY THE CITY. 13.BUILDING ADDITION HAS BEEN LOCATED BASED ON ORIGINAL GRIDLINE DESIGN AND/OR EXISTING BUILDING EXTERIOR CORNER SURVEY LOCATIONS. EXTERIOR CORNERS DO NOT REPRESENT EXISTING BUILDING GRIDLINES. CONTRACTOR SHALL LOCATE EXISTING GRIDLINES IN THE FIELD FOLLOWING DEMOLITION AND COORDINATE REQUIRED MODIFICATIONS, IF ANY, TO EXPANSION PLACEMENT WITH CIVIL AND ARHCITECT ACCORDINGLY. 14.CONTRACTOR SHALL PROVIDE RECORD PLANS AS REQUIRED BY PERMITTING AGENCIES. CIVIL 3D MODEL LIMITATIONS SAMBATEK'S DELIVERABLE AND GOVERNING DOCUMENTS FOR CONSTRUCTION SHALL BE A HARD COPY AND/OR PDF PLAN SHEETS. IF A CIVIL 3D MODEL IS GENERATED IN THE PROCESS OF PREPARING THE PLAN SHEETS, IT IS AS A DESIGN TOOL ONLY AND NOT AS A SEPARATE DELIVERABLE. AT THE OWNER'S REQUEST, WE WILL RELEASE OUR CIVIL 3D MODEL FOR THE CONTRACTOR'S USE. HOWEVER, ITS USE IS AT THE CONTRACTOR'S RISK AND SHALL NOT BE USED FOR STAKING OF CURB, SIDEWALK, OR OTHER HARD SURFACE IMPROVEMENTS. IF A CIVIL 3D MODEL FOR STAKING HARD SURFACE IMPROVEMENTS IS REQUIRED, WE CAN PROVIDE A SUPPLEMENTAL AGREEMENT FOR REFINEMENT AND PREPARATION OF THE CIVIL 3D MODEL. DEVELOPMENT NOTES PROPOSED EXISTING LEGEND DEVELOPMENT SUMMARY RETAINING WALL WETLAND TREE LINE SAW CUT LINE BOLLARD PARKING STALL COUNT## 1 KEY NOTE HEAVY DUTY ASPHALT PAVING CONCRETE PAVING CONCRETE SIDEWALK PAVEMENT BY OTHERS (SEE ARCHITECTURAL PLANS) BOUNDARY LINE STANDARD DUTY ASPHALT PAVING LIGHT POLE (BY OTHERS) EASEMENT LINE CONCRETE CURB BUILDING LINE SIGN AREA SITE AREA GROSS FLOOR BUILDING AREA BUILDING AREA PARKING AREA PROPOSED PERVIOUS PROPOSED IMPERVIOUS PARKING SUMMARY STANDARD REQUIRED STANDARD PROVIDED ADA PROVIDED PROOF OF PARKING BUILDING USE OFFICE LIGHT INDUSTRIAL/WAREHOUSE TOTAL BUILDING SETBACKS FRONT YARD REAR YARD SIDE YARD PARKING SETBACKS FRONT YARD REAR YARD SIDE YARD ZONING EXISTING ZONING PROPOSED ZONING 122,832 SF 2.82 AC 33,283 SF 0.76 AC 27.1% 47.3% 27,471 SF 95,361 SF 105 STALLS 70 STALLS 4 STALLS 43 STALLS 17,754 SF 20,056 SF 37,804 SF 30 FT 0 FT 0 FT 10 FT 0 FT 0 FT PUD PUD 58,128 SF PROPOSED BUILDING 33,283 S.F. FFE=964.0 NO PARKINGNO PARKINGTTBLOCK 2 LOT 3 GALPIN COURTFOUND 1/2" IRON PIPE FOUND 1/2" IRON PIPE SEE INSET A FOR DETAIL SEE INSET B FOR DETAIL 964.00964.00 964.00 964.00 963.96 964.00 964.00 964.00960.00 960.00T/W: 959.24 B/W: 959.25 B/W: 960.00 T/W: 961.88 961.00 964.00 B/W: 959.99 T/W: 964.00 960.00 960.00 960.00 960.00 964.00 964.00 964.00 964.00 962.96 957.70 958.80 962.32 962.68 962.27 962.03 961.73 962.03 962.59 962.05 962.46 962.43 962.63 963.34 963.41 963.41 963.45 963.39 959.79 959.80 958.68 961.07 962.95 963.34 963.06 962.71 962.61 962.01 961.27 961.97 963.17 963.21 964.00 963.04 962.36 961.86 961.55 962.07 962.91 962.03 961.52 963.39 963.38 963.60 963.02963.38 962.13 961.71 960.50 960.98 960.71 958.70 958.33 959.89 960.51 960.51 960.05 961.46 961.78 962.35 962.02 962.55 962.63 958.90 958.90 960.76 959.50 959.50 961.68 964.00 961.76 962.23 963.43 963.43 958.43 B/W: 963.30 T/W: 963.40 B/W: 961.75 T/W: 962.09 B/W: 963.50 T/W: 964.50 B/W: 963.40 T/W: 964.50 B/W: 962.82 T/W: 965.50 B/W: 961.77 T/W: 965.00 B/W: 963.38 T/W: 965.50 963.05 962.69962963 960961962960959961962963962963963 96 0 95 9 9 6 1 9 6 2 9 6 3 9589599609 5 9 96196296 3 962 963 962960 956 957 958 959 961 962 955954 95 2 95 3960965959961962963964965966967968 960 961 962 NOPARKING963.44 962.28 TC/GL 963.55 963.58 963.60 963.55 963.94 TC/GL 963.89 GL 963.80 GL 963.95 TC 963.93 TC 963.40 GL 963.89 TC 963.92 TC/GL 963.78 GL 963.44 GL 962.25 TC/GL 962.07 GL 962.30 GL 962.80 TC 962.57 TC 963.90 TC 963.94 TC NOPARKING963.05 963.32 GL 963.82 TC 963.80 TC 963.36 GL 963.39 TC/GL 963.39 TC/GL 963.87 963.87 963.35 GL 963.85 TC 963.04 963.04 963.03 963.37 GL 963.87 TC 963.83 963.14 GL 963.64 TC 962.96 963.83 NO DATE BY CKD APPR SHEET OF Date License # Print Name: 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. DRAWN BY DESIGNED BY CHECKED BY PROJECT NO. PRELIMINARY DESIGN REVIEW PERMIT SUBMITTAL CONSTRUCTION DOCUMENTS REV. COMMENT Engineering | Surveying | Planning | Environmental© 2021 Sambatek24.1S (LMS TECH) | EMILY CASTANIAS, PE (MN) | 11/2/2023 5:09:35 PML:\PROJECTS\52152\CAD\SHEETS\52152-C4.01-GRAD.DWG:C4.01 GRADING PLANAFFINITECH, INC. GALPIN INDUSTRIAL FINAL CHANHASSEN, MN52152 11/02/2023 JMW EJC BDB BRADY D. BUSSELMAN 44579 SCALE IN FEET 0 6030 NORTH GRADING PLAN C4.01 PROPOSED EXISTING LEGENDGRADING NOTES 1.GRADING NOTES, SEE SHEET C1.02 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). IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO RELOCATE ALL EXISTING UTILITIES WHICH CONFLICT WITH THE PROPOSED IMPROVEMENTS SHOWN ON THE PLANS. SOIL BORING999.9 ST # DRAINTILE 902.50 902.50 SPOT ELEVATIONS RIPRAP EOF 902.50 OVERFLOW ELEV. CONCRETE PAVING CONCRETE SIDEWALK PAVEMENT BY OTHERS (SEE ARCHITECTURAL PLANS) BOUNDARY LINE RETAINING WALL WETLAND TREE LINE 902 CONTOUR CONCRETE CURB STORM SEWER BUILDING LINE INSET A - 1"=10' INSET B - 1"=10' GATE GATE BLOCK 2 LOT 3 GALPIN COURT60SIGN CABLE BOX IP2 IP2 IP2 NO DATE BY CKD APPR SHEET OF Date License # Print Name: 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. DRAWN BY DESIGNED BY CHECKED BY PROJECT NO. PRELIMINARY DESIGN REVIEW PERMIT SUBMITTAL CONSTRUCTION DOCUMENTS REV. COMMENT Engineering | Surveying | Planning | Environmental© 2021 Sambatek24.1S (LMS TECH) | EMILY CASTANIAS, PE (MN) | 11/2/2023 5:10:33 PML:\PROJECTS\52152\CAD\SHEETS\52152-C5.01-EROS.DWG:C5.01 PHASE 1 EROSION CONTROL PLANAFFINITECH, INC. GALPIN INDUSTRIAL FINAL CHANHASSEN, MN52152 11/02/2023 JMW EJC BDB BRADY D. BUSSELMAN 44579 SCALE IN FEET 0 6030 NORTH PHASE 1 EROSION CONTROL PLAN C5.01 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. ITEM UNIT QUANTITY SILT FENCE LINEAR FEET 850 SILT DIKE LINEAR FEET X BIO-ROLL LINEAR FEET X CONSTRUCTION ENTRANCE UNIT 2 INLET PROTECTION DEVICE (IP-1)UNIT X INLET PROTECTION DEVICE (IP-2)UNIT 3 INLET PROTECTION DEVICE (IP-3)UNIT X 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). IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO RELOCATE ALL EXISTING UTILITIES WHICH CONFLICT WITH THE PROPOSED IMPROVEMENTS SHOWN ON THE PLANS. * REFER TO SHEET C5.03 & C5.04 FOR GENERAL NOTES, MAINTENANCE NOTES, LOCATION MAPS, AND STANDARD DETAILS PROPOSED EXISTING LEGEND NOTE TO CONTRACTOR EROSION CONTROL MATERIALS QUANTITIES BIO-ROLL SILT FENCE SILT DIKE LIMITS OF DISTURBANCE DIRECTION OF OVERLAND FLOW TEMPORARY DIVERSION DITCH CHECK DAM LIMITS OF DRAINAGE SUB-BASIN INLET PROTECTION DEVICEIP# TEMPORARY SEDIMENT BASINSB TEMPORARY STABILIZATION MEASURES (SEED, MULCH, MATS OR BLANKETS AS OUTLINED IN THE SWPP) TSM TEMPORARY STORAGE AND PARKING AREATS TEMPORARY STONE CONSTRUCTION ENTRANCE DRAINTILE 902 CONTOUR OVERFLOW ELEV.EOF 902.5 SOIL BORING999.9 ST # RIPRAP CONCRETE CURB STORM SEWER PROPOSED BUILDING 33,283 S.F. FFE=964.0 NO PARKINGNO PARKINGTTGATE GATE BLOCK 2 LOT 3 GALPIN COURT60SIGN CABLE BOX IP1 IP3 IP1 IP2 IP1 IP2 IP2 IP2 IP2 IP1 IP3 IP1 IP2 NO DATE BY CKD APPR SHEET OF Date License # Print Name: 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. DRAWN BY DESIGNED BY CHECKED BY PROJECT NO. PRELIMINARY DESIGN REVIEW PERMIT SUBMITTAL CONSTRUCTION DOCUMENTS REV. COMMENT Engineering | Surveying | Planning | Environmental© 2021 Sambatek24.1S (LMS TECH) | EMILY CASTANIAS, PE (MN) | 11/2/2023 5:10:33 PML:\PROJECTS\52152\CAD\SHEETS\52152-C5.01-EROS.DWG:C5.02 PHASE 2 EROSION CONTROL PLANAFFINITECH, INC. GALPIN INDUSTRIAL FINAL CHANHASSEN, MN52152 11/02/2023 JMW EJC BDB BRADY D. BUSSELMAN 44579 SCALE IN FEET 0 6030 NORTH PHASE 2 EROSION CONTROL PLAN C5.02 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. ITEM UNIT QUANTITY SILT FENCE LINEAR FEET 850 SILT DIKE LINEAR FEET X BIO-ROLL LINEAR FEET X CONSTRUCTION ENTRANCE UNIT 2 INLET PROTECTION DEVICE (IP-1)UNIT 5 INLET PROTECTION DEVICE (IP-2)UNIT 5 INLET PROTECTION DEVICE (IP-3)UNIT 2 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). IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO RELOCATE ALL EXISTING UTILITIES WHICH CONFLICT WITH THE PROPOSED IMPROVEMENTS SHOWN ON THE PLANS. * REFER TO SHEET C5.03 & C5.04 FOR GENERAL NOTES, MAINTENANCE NOTES, LOCATION MAPS, AND STANDARD DETAILS PROPOSED EXISTING LEGEND NOTE TO CONTRACTOR EROSION CONTROL MATERIALS QUANTITIES BIO-ROLL SILT FENCE SILT DIKE LIMITS OF DISTURBANCE DIRECTION OF OVERLAND FLOW TEMPORARY DIVERSION DITCH CHECK DAM LIMITS OF DRAINAGE SUB-BASIN INLET PROTECTION DEVICEIP# TEMPORARY SEDIMENT BASINSB TEMPORARY STABILIZATION MEASURES (SEED, MULCH, MATS OR BLANKETS AS OUTLINED IN THE SWPP) TSM TEMPORARY STORAGE AND PARKING AREATS TEMPORARY STONE CONSTRUCTION ENTRANCE DRAINTILE 902 CONTOUR OVERFLOW ELEV.EOF 902.5 SOIL BORING999.9 ST # RIPRAP CONCRETE CURB STORM SEWER NO DATE BY CKD APPR SHEET OF Date License # Print Name: 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. DRAWN BY DESIGNED BY CHECKED BY PROJECT NO. PRELIMINARY DESIGN REVIEW PERMIT SUBMITTAL CONSTRUCTION DOCUMENTS REV. COMMENT Engineering | Surveying | Planning | Environmental© 2021 Sambatek24.1S (LMS TECH) | EMILY CASTANIAS, PE (MN) | 11/2/2023 5:10:33 PML:\PROJECTS\52152\CAD\SHEETS\52152-C5.01-EROS.DWG:C5.03 EROSION CONTROL NOTESAFFINITECH, INC. GALPIN INDUSTRIAL FINAL CHANHASSEN, MN52152 11/02/2023 JMW EJC BDB BRADY D. BUSSELMAN 44579 DEVELOPER/OWNER: XXXXXXX XXXXXXX XXXXXXXX XXX-XXX-XXXX SITE OPERATOR / GENERAL CONTRACTOR SUPERINTENDENT: NOT TO SCALE EROSION & SEDIMENTATION CONTROL NOTES & DETAILS / "SITE MAP" SITE LOCATION MAP NOT TO SCALE USGS MAP GENERAL EROSION NOTES AREA SUMMARY IN ACRES PAVEMENT AREA 1.42AC± BUILDING AREA 0.76 AC± SEEDED AREA 0.69 AC± TOTAL DISTURBED 2.87 AC± PRE - CONSTRUCTION IMPERVIOUS 0.00 AC± POST - CONSTRUCTION IMPERVIOUS 2.18 AC± SEQUENCE OF CONSTRUCTION MAINTENANCE NOTES SITE SITE 1.CONSTRUCTION SHALL COMPLY WITH ALL APPLICABLE GOVERNING CODES AND BE CONSTRUCTED TO SAME. WHERE A CONFLICT EXISTS BETWEEN LOCAL JURISDICTIONAL STANDARD SPECIFICATIONS AND SAMBATEK STANDARD SPECIFICATIONS, THE MORE STRINGENT SPECIFICATION SHALL APPLY. 2.THE STORMWATER POLLUTION PREVENTION PLAN (SWPPP) IS COMPRISED OF THIS DRAWING (EROSION & SEDIMENTATION CONTROL PLAN-ESC PLAN), THE STANDARD DETAILS, THE PLAN NARRATIVE, AND ITS APPENDICES, PLUS THE PERMIT AND ALL SUBSEQUENT REPORTS AND RELATED DOCUMENTS. 3.CONTRACTOR SHALL BE RESPONSIBLE FOR COMPLETING & SUBMITTING THE APPLICATION FOR THE MPCA GENERAL STORMWATER PERMIT FOR CONSTRUCTION ACTIVITY. ALL CONTRACTORS AND SUBCONTRACTORS INVOLVED WITH STORM WATER POLLUTION PREVENTION SHALL OBTAIN A COPY OF THE SWPPP AND THE STATE OF MINNESOTA NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM GENERAL PERMIT (NPDES PERMIT, ISSUED AUGUST 1, 2023) AND BECOME FAMILIAR WITH THE CONTENTS. THE SWPPP AND ALL OTHER RELATED DOCUMENTS MUST BE KEPT AT THE SITE DURING CONSTRUCTION. 4.CONTRACTOR SHALL IMPLEMENT BEST MANAGEMENT PRACTICES (BMP'S) AS REQUIRED BY THE SWPPP & PERMITS. CONTRACTOR SHALL OVERSEE THE INSPECTION & MAINTENANCE OF THE BMP'S AND EROSION PREVENTION FROM BEGINNING OF CONSTRUCTION AND UNTIL CONSTRUCTION IS COMPLETED, IS APPROVED BY ALL AUTHORITIES, AND THE NOTICE OF TERMINATION (NOT) HAS BEEN FILED WITH THE MPCA BY EITHER THE OWNER OR OPERATOR AS APPROVED ON PERMIT. ADDITIONAL BMP'S SHALL BE IMPLEMENTED AS DICTATED BY CONDITIONS AT NO ADDITIONAL COST TO OWNER THROUGHOUT ALL PHASES OF CONSTRUCTION. 5.CONTRACTOR SHALL COMPLY WITH TRAINING REQUIREMENTS IN PART 21.1-21.3 OF THE GENERAL PERMIT. 6.BMP'S AND CONTROLS SHALL CONFORM TO FEDERAL, STATE, OR LOCAL REQUIREMENTS OR MANUAL OF PRACTICE, AS APPLICABLE. CONTRACTOR SHALL IMPLEMENT ADDITIONAL CONTROLS AS DIRECTED BY PERMITTING AGENCY OR OWNER. 7.ESC PLAN MUST CLEARLY DELINEATE ALL STATE WATERS. PERMITS FOR ANY CONSTRUCTION ACTIVITY IMPACTING STATE WATERS OR REGULATED WETLANDS MUST BE MAINTAINED ON SITE AT ALL TIMES. 8.CONTRACTOR SHALL MINIMIZE CLEARING TO THE MAXIMUM EXTENT PRACTICAL OR AS REQUIRED BY THE GENERAL PERMIT. THE BOUNDARIES OF THE CLEARING LIMITS SHOWN ON THE ESC PLANS SHALL BE CLEARLY DELINEATED (E.G. WITH FLAGS, STAKES, SIGNS, SILT FENCE, ETC.) ON THE DEVELOPMENT SITE BEFORE WORK BEGINS. GROUND DISTURBING ACTIVITIES MUST NOT OCCUR OUTSIDE THE LIMITS OF DISTURBANCE. 9.GENERAL CONTRACTOR SHALL DENOTE ON PLAN THE TEMPORARY PARKING AND STORAGE AREA WHICH SHALL ALSO BE USED AS THE EQUIPMENT MAINTENANCE AND CLEANING AREA, EMPLOYEE PARKING AREA, AND AREA FOR LOCATING PORTABLE FACILITIES, OFFICE TRAILERS, AND TOILET FACILITIES. 10.ALL WASH WATER (CONCRETE TRUCKS, VEHICLE CLEANING, EQUIPMENT CLEANING, ETC.) MUST BE LIMITED TO A DEFINED AREA OF THE SITE AND SHALL BE CONTAINED AND PROPERLY TREATED OR DISPOSED. NO ENGINE DEGREASING IS ALLOWED ON SITE. 11.ALL LIQUID AND SOLID WASTES GENERATED BY CONCRETE WASHOUT OPERATIONS MUST BE CONTAINED IN A LEAK-PROOF CONTAINMENT FACILITY OR IMPERMEABLE LINER. A COMPACTED CLAY LINER IS NOT ACCEPTABLE. 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 WASTES 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 THE PROPER FACILITIES. SELF-CONTAINED CONCRETE WASHOUTS ON CONCRETE DELIVERY TRUCKS ARE ALLOWED. 12.SUFFICIENT OIL AND GREASE ABSORBING MATERIALS AND FLOTATION BOOMS SHALL BE MAINTAINED ON SITE OR READILY AVAILABLE TO CONTAIN AND CLEAN-UP FUEL OR CHEMICAL SPILLS AND LEAKS. 13.DUST ON THE SITE SHALL BE CONTROLLED. THE USE OF MOTOR OILS AND OTHER PETROLEUM BASED OR TOXIC LIQUIDS FOR DUST SUPPRESSION OPERATIONS IS PROHIBITED. 14. SOLID WASTE: COLLECTED SEDIMENT, ASPHALT & CONCRETE MILLINGS, FLOATING DEBRIS, PAPER, PLASTIC, FABRIC, CONSTRUCTION & DEMOLITION DEBRIS & OTHER WASTES MUST BE DISPOSED OF PROPERLY & MUST COMPLY WITH MPCA DISPOSAL REQUIREMENTS. 15.HAZARDOUS MATERIALS: OIL, GASOLINE, PAINT & ANY HAZARDOUS SUBSTANCES MUST BE PROPERLY STORED, INCLUDING SECONDARY CONTAINMENT, TO PREVENT SPILLS, LEAKS OR OTHER DISCHARGE. RESTRICTED ACCESS TO STORAGE AREAS MUST BE PROVIDED TO PREVENT VANDALISM. STORAGE & DISPOSAL OF HAZARDOUS WASTE MUST BE IN COMPLIANCE WITH MPCA REGULATIONS. 16.ALL STORM WATER POLLUTION PREVENTION MEASURES PRESENTED ON THIS PLAN, AND IN THE SWPPP, SHALL BE INITIATED AS SOON AS PRACTICABLE AND PRIOR TO SOIL DISTURBING ACTIVITIES UPSLOPE. 17.DISTURBED PORTIONS OF THE SITE WHERE CONSTRUCTION ACTIVITY HAS STOPPED SHALL BE TEMPORARILY SEEDED, WITHIN 14 DAYS OF INACTIVITY. 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. 18.DISTURBED PORTIONS OF THE SITE WHERE CONSTRUCTION ACTIVITY HAS PERMANENTLY STOPPED SHALL BE PERMANENTLY STABILIZED. THESE AREAS SHALL BE STABILIZED IN ACCORDANCE WITH THE TIME TABLE DESCRIBED ABOVE. REFER TO THE GRADING PLAN AND/OR LANDSCAPE PLAN FOR VEGETATIVE COVER. 19.CONTRACTORS OR SUBCONTRACTORS WILL BE RESPONSIBLE FOR REMOVING SEDIMENT FROM CONVEYANCES & FROM TEMPORARY SEDIMENTATION BASINS THAT ARE TO BE USED AS PERMANENT WATER QUALITY MANAGEMENT BASINS. SEDIMENT MUST BE STABILIZED TO PREVENT IT FROM BEING WASHED BACK INTO THE BASIN, CONVEYANCES, OR DRAINAGEWAYS DISCHARGING OFF-SITE OR TO SURFACE WATERS. THE CLEANOUT OF PERMANENT BASINS MUST BE SUFFICIENT TO RETURN THE BASIN TO DESIGN CAPACITY. 20.ON-SITE & OFF-SITE SOIL STOCKPILE AND BORROW AREAS SHALL BE PROTECTED FROM EROSION AND SEDIMENTATION THROUGH IMPLEMENTATION OF BMP'S. STOCKPILE AND BORROW AREA LOCATIONS SHALL BE NOTED ON THE SITE MAP AND PERMITTED IN ACCORDANCE WITH GENERAL PERMIT REQUIREMENTS. 21.TEMPORARY SOIL STOCKPILES MUST HAVE SILT FENCE OR OTHER EFFECTIVE SEDIMENT CONTROLS & CANNOT BE PLACED IN SURFACE WATERS, INCLUDING STORMWATER CONVEYANCES SUCH AS CURB & GUTTER SYSTEMS OR CONDUITS & DITCHES. 22.SLOPES SHALL BE LEFT IN A ROUGHENED CONDITION DURING THE GRADING PHASE TO REDUCE RUNOFF VELOCITIES AND EROSION. 23.DUE TO THE GRADE CHANGES DURING THE DEVELOPMENT OF THE PROJECT, CONTRACTOR SHALL BE RESPONSIBLE FOR ADJUSTING THE EROSION CONTROL MEASURES (SILT FENCES, CHECK DAMS, INLET PROTECTION DEVICES, ETC.) TO PREVENT EROSION. 24.ALL CONSTRUCTION SHALL BE STABILIZED AT THE END OF EACH WORKING DAY, THIS INCLUDES BACKFILLING OF TRENCHES FOR UTILITY CONSTRUCTION AND PLACEMENT OF GRAVEL OR BITUMINOUS PAVING FOR ROAD CONSTRUCTION. ALL MEASURES STATED ON THIS EROSION AND SEDIMENT CONTROL PLAN, AND IN THE STORM WATER POLLUTION PREVENTION PLAN SHALL BE MAINTAINED IN FULLY FUNCTIONAL CONDITION UNTIL NO LONGER REQUIRED FOR A COMPLETED PHASE OF WORK OR FINAL STABILIZATION OF THE SITE. THE DESIGNATED CONTACT PERSON NOTED ON THIS PLAN MUST ROUTINELY INSPECT THE CONSTRUCTION ON SITE ONCE EVERY SEVEN DAYS DURING ACTIVE CONSTRUCTION AND WITHIN 24 HOURS AFTER A RAINFALL EVENT GREATER THAN 0.5 INCHES IN 24 HOURS. ALL EROSION AND SEDIMENTATION CONTROL MEASURES SHALL BE CLEANED AND REPAIRED IN ACCORDANCE WITH THE FOLLOWING: 1.ALL SILT FENCES MUST BE REPAIRED, REPLACED, OR SUPPLEMENTED WHEN THEY BECOME NONFUNCTIONAL OR THE SEDIMENT REACHES 1/2 OF THE HEIGHT OF THE FENCE. THESE REPAIRS MUST BE MADE WITHIN 24 HOURS OF DISCOVERY, OR AS SOON AS FIELD CONDITIONS ALLOW ACCESS. 2.TEMPORARY AND PERMANENT SEDIMENTATION BASINS MUST BE DRAINED AND THE SEDIMENT REMOVED WHEN THE DEPTH OF SEDIMENT COLLECTED IN THE BASIN REACHES 1/2 THE STORAGE VOLUME. DRAINAGE AND REMOVAL MUST BE COMPLETED WITHIN 72 HOURS OF DISCOVERY, OR AS SOON AS FIELD CONDITIONS ALLOW ACCESS (SEE PART 10.1-10.5 OF THE GENERAL PERMIT). 3.SURFACE WATERS, INCLUDING DRAINAGE DITCHES AND CONVEYANCE SYSTEMS, MUST BE INSPECTED FOR EVIDENCE OF SEDIMENT BEING DEPOSITED BY EROSION. CONTRACTOR MUST REMOVE ALL DELTAS AND SEDIMENT DEPOSITED IN SURFACE WATERS, INCLUDING DRAINAGE WAYS, CATCH BASINS, AND OTHER DRAINAGE SYSTEMS, AND RESTABILIZE THE AREAS WHERE SEDIMENT REMOVAL RESULTS IN EXPOSED SOIL. THE REMOVAL AND STABILIZATION MUST TAKE PLACE WITHIN SEVEN (7) DAYS OF DISCOVERY UNLESS PRECLUDED BY LEGAL, REGULATORY, OR PHYSICAL ACCESS CONSTRAINTS. CONTRACTOR SHALL USE ALL REASONABLE EFFORTS TO OBTAIN ACCESS. IF PRECLUDED, REMOVAL AND STABILIZATION MUST TAKE PLACE WITHIN SEVEN (7) CALENDAR DAYS OF OBTAINING ACCESS. CONTRACTOR IS RESPONSIBLE FOR CONTACTING ALL LOCAL, REGIONAL, STATE AND FEDERAL AUTHORITIES AND RECEIVING ANY APPLICABLE PERMITS, PRIOR TO CONDUCTING ANY WORK. 4.CONSTRUCTION SITE VEHICLE EXIT LOCATIONS MUST BE INSPECTED FOR EVIDENCE OF OFF-SITE SEDIMENT TRACKING ONTO PAVED SURFACES. TRACKED SEDIMENT MUST BE REMOVED FROM ALL OFF-SITE PAVED SURFACES, WITHIN 24 HOURS OF DISCOVERY, OR IF APPLICABLE, WITHIN A SHORTER TIME TO COMPLY WITH PART 9.11-9.12 OF THE GENERAL PERMIT. 5.CONTRACTOR IS RESPONSIBLE FOR THE OPERATION AND MAINTENANCE OF TEMPORARY AND PERMANENT WATER QUALITY MANAGEMENT BMPS, AS WELL AS ALL EROSION PREVENTION AND SEDIMENT CONTROL BMPS, FOR THE DURATION OF THE CONSTRUCTION WORK AT THE SITE. THE PERMITTEE(S) ARE RESPONSIBLE UNTIL ANOTHER PERMITTEE HAS ASSUMED CONTROL (ACCORDING TO PART 3.1 TO 3.8 OF THE MPCA GENERAL PERMIT) OVER ALL AREAS OF THE SITE THAT HAVE NOT BEEN FINALLY STABILIZED OR THE SITE HAS UNDERGONE FINAL STABILIZATION, AND A (N.O.T.) HAS BEEN SUBMITTED TO THE MPCA. 6.IF SEDIMENT ESCAPES THE CONSTRUCTION SITE, OFF-SITE ACCUMULATIONS OF SEDIMENT MUST BE REMOVED IN A MANNER AND AT A FREQUENCY SUFFICIENT TO MINIMIZE OFF-SITE IMPACTS (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). PHASE I: 1.INSTALL STABILIZED CONSTRUCTION ENTRANCES. 2.PREPARE TEMPORARY PARKING AND STORAGE AREA. 3.CONSTRUCT THE SILT FENCES ON THE SITE. 4.INSTALL INLET PROTECTION DEVICES ON EXISTING STORM STRUCTURES, AS SHOWN ON THE PLAN. 5.CONSTRUCT THE SEDIMENTATION AND SEDIMENT TRAP BASINS, AS REQUIRED. 6.CLEAR AND GRUB THE SITE. 7.BEGIN GRADING THE SITE. 8.START CONSTRUCTION OF BUILDING PAD AND STRUCTURES. PHASE II: 1.TEMPORARY 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. EROSION CONTROL NOTES C5.03 NO DATE BY CKD APPR SHEET OF Date License # Print Name: 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. DRAWN BY DESIGNED BY CHECKED BY PROJECT NO. PRELIMINARY DESIGN REVIEW PERMIT SUBMITTAL CONSTRUCTION DOCUMENTS REV. COMMENT Engineering | Surveying | Planning | Environmental© 2021 Sambatek24.1S (LMS TECH) | EMILY CASTANIAS, PE (MN) | 11/2/2023 5:10:33 PML:\PROJECTS\52152\CAD\SHEETS\52152-C5.01-EROS.DWG:C5.04 EROSION CONTROL DETAILSAFFINITECH, INC. GALPIN INDUSTRIAL FINAL CHANHASSEN, MN52152 11/02/2023 JMW EJC BDB BRADY D. BUSSELMAN 44579 EROSION CONTROL DETAILS C5.04 PUBLIC R O A D HAR D S URF ACE MI N 0 . 5 % G R A D E 20' MINI M U M 50' M I N I M U M MINIMUM 0.5% GRADE DOWN FROM PUBLIC STREET GEOTEXTILE UNDERLINER 4"- 6" DIAMETER CLEAN STONE 10" MINIMUM N.T.S. TEMPORARY STONE CONSTRUCTION EXIT CE UNDISTURBED SOIL BACKFILL 6"x 6" TRENCH FILTER FABRIC (MIRAFI-ENVIRO FENCE OR APPROVED EQUAL) MIN 30" - MAX 36" ABOVE GRADE MINIMUM POST LENGTH IS 5 FEET 2"x 2" WOOD POSTS 6'-0" O.C. DIRECTION OF DRAINAGE 18" MINNOTES: 1.MAXIMUM SPACING BETWEEN POSTS (CENTER TO CENTER) SHALL NOT EXCEED 6 FEET IN SPACING. 2.A MINIMUM OF 5 FASTENERS PER POST N.T.S. PREASSEMBLED SILT FENCE- WOOD POSTS (MNDOT 3886) SF 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. N.T.S. CONCRETE WASHOUT AREACW MIN.15"18"MAX.3' MIN.(TYP.) 5' MIN. 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. 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. N.T.S. SILT FENCE MATERIAL TO BE FASTENED SECURELY TO WOVEN WIRE FENCE WITH THREE TIES SPACED AT 30" ON CENTER (SEE NOTE 1) ATTACH THE WOVEN WIRE FENCE TO EACH POST WITH THREE WIRE TIES OR OTHER FASTENERS (SEE NOTE 1) DROP INLET WITH GRATE CROSS BRACE 2"X4" WOOD FRAME SECURELY FASTEN OVERLAPPING ENDS OF SILT FENCE MATERIAL TO ADJACENT STAKES WITH THREE WIRE TIES OR OTHER FASTENERS 2" X 4" STAKE 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 SILT FENCE INLET PROTECTIONIP1 ROAD DRAIN CASTING APPLICABILTY ·NEENAH R-3067 ·NEENAH R-3512 N.T.S. DEFLECTOR PLATE OVERFLOW 1 - CENTER OF FILTER ASSEMBLY OVERFLOW 2 - TOP OF CURB BOX 10" FILTER ASSEMBLY CURB CG 3067 HIGH-FLOW FABRIC MIRAFI FF101 CURB DRAIN INLET PROTECTIONIP2 GEOTEXTILE BAG OVERFLOW HOLES LOOPS SIZED FOR 1" REBAR. USE REBAR FOR A HANDLE TO EMPTY FILTER SACK AT A SEDIMENT COLLECTION LOCATION. LOOPS SIZED FOR RECTANGULAR BAR 2"X1/4". LIFT FILTER BAG FROM INLET USING RECTANGULAR BAR FOR HANDLES. 2"X2"X3/4" RUBBER BLOCK (TYP) (FILTER SACK INSTALLED) FRAME TO HOLD FILTER BAG IN PLACE 1/4" BRIGHTLY COLORED NYLON ROPE EXPANSION RESTRAINT ISOMETRIC VIEW SECTION VIEW FOR USE ONLY IN PAVED AREAS WHERE SEDIMENT LOADS ARE EXPECTED TO BE VERY LOW. FILTER SACK MUST HAVE OVERFLOW HOLES TO PREVENT PONDING. SECURE RECTANGULAR BAR TO OR UNDER SURROUNDING SURFACE. 1/4" BRIGHTLY COLORED NYLON ROPE EXPANSION RESTRAINT FINISH GRADE NOTES: 1.GEOTEXTILE SHALL BE A WOVEN POLYPROPYLENE FABRIC THAT MEETS OR EXCEEDS REQUIREMENTS IN THE SPECIFICATIONS TABLE. 2.PLACE AN OIL ABSORBENT PAD OR PILLOW OVER INLET GRATE WHEN OIL SPILLS ARE A CONCERN. 3.THE WIDTH, "W", OF THE FILTER SACK SHALL MATCH THE INSIDE WIDTH OF THE GRATED INLET BOX. 4.THE DEPTH, "D", OF THE FILTER SACK SHALL BE BETWEEN 18 INCHES AND 36 INCHES. 5.THE LENGTH, "L", OF THE FILTER SACK SHALL MATCH THE INSIDE LENGTH OF THE GRATED INLET BOX. D H MAINTENANCE NOTES: 1.INLET PROTECTION DEVICES MUST BE INSPECTED FOR SEDIMENT ACCUMULATION WITHIN THE CATCH BASIN. REMOVE TRAPPED SEDIMENT WHEN BRIGHTLY COLORED EXPANSION RESTRAINT CAN NO LONGER BE SEEN. 2.REMOVAL OF SEDIMENT ACCUMULATED IN OR ADJACENT TO A STORM DRAIN INLET MUST BEGIN IMMEDIATELY UPON DISCOVERY, WITH COMPLETION OF THE ACTIVITY OCCURRING NO LATER THAN THE END OF THE FOLLOWING BUSINESS DAY. 3.INLET PROTECTION DEVICES SHALL BE INSPECTED FOR UNINTENDED BYPASS OR IMPROPER FLOW-RATES THAT MAY CAUSE DOWNSTREAM FLOODING. 4.CONTACT THE CEC FOR ALTERNATE INLET PROTECTION IF THE DESIGNED PROTECTION MAY IMPACT DOWNSTREAM BMPS, ADJACENT SLOPES, ETC., DUE TO PONDING ISSUES. ENSURE THAT NO UNDERMINING OF INLET PROTECTION DEVICES HAS OCCURRED. 5.INLET PROTECTION DEVICES AND BARRIERS SHALL BE REPAIRED OR REPLACED IF THEY SHOW SIGNS OF UNDERMINING OR DETERIORATION. INLET GRATE N.T.S. INLET PROTECTION FILTER SACKIP3 PROPOSED BUILDING 33,283 S.F. FFE=964.0 NO PARKINGNO PARKINGTT5 10 101 0 10 BLOCK 2 LOT 3 DRAINAGE AND UTILITY EASEMENT DRAINAGE AND UTILITY EASEMENT DRAINAGE AND UTILITY EASEMENT GALPIN COURTFOUND 1/2" IRON PIPE FOUND 1/2" IRON PIPE DRAINAGE AND UTILITY EASEMENT RD 203A IE=954.00 STMH 201 RE=957.41 IE=950.29 W IE=950.29 SE CBMH 102 RE=960.86 IE=955.06 N IE=955.06 SE PEDS 104 RE=960.17 IE=956.69 N IE=956.40 S CONNECT TO EXISTING STRUCTURE STMH 101 RE=958.10 IE=954.43 NW RD 203B IE=954.00 CBMH 203 RE=957.70 IE=952.45 NE IE=952.45 E IE=952.45 S 95 LF - 18" HDPE @ 0.96% 29 LF - 18" HDPE @ 1.00% 151 LF - 12" PVC SCH 40 @ 1.02% 76 LF - 12" PVC SCH 40 @ 2.03% 63 LF - 15" HDPE @ 1.00% 77 LF - 15" HDPE @ 1.07% BUILDING CONNECTION3 RE=963.94 IE=951.14 E SMH2 RE=962.93 IE=950.50 W IE=950.50 E SMH STUB1 RE=962.09 IE=949.98 W 31 LF - 6" PVC SDR 26 @ 2.08% 25 LF - 6" PVC SDR 26 @ 2.08% HYDRANT 8" GATE VALVE CONNECT TO EXISTING 8" PVC C-900WATERMAIN 8" x 8" TEE 8" x 6" REDUCER CONNECT TO EXISTING 8" PVC C-900 WATERMAIN 8" x 8" TEE 8" x 6" REDUCER 6" - 45° BEND 6" GATE VALVE EXISTING 8" WATERMAIN DRAWN PER PLAN FIELD VERIFY HYDRANT 8" GATE VALVE CONNECT TO EXISTING 8" PVC C-900WATERMAIN 8" x 8" TEE 8" x 6" REDUCER INSULTATE EXISTING WATERMAIN OR VERIFY SUFFICIENT DEPTH FROM PROPOSED GRADES 6" COMBINED DOMESTIC & FIRE PROTECTION WATER SERVICE 54 LF - 15" HDPE @ 0.95% PEDS 103 RE=962.56 IE=955.58 N IE=955.58 S YD 105 RE=961.21 IE=957.50 SE 39 LF - 8" HDPE @ 0.60% 25 LF - 8" HDPE @ 0.60% 52 LF - 8" HDPE @ 0.60% 20 LF - 8" HDPE @ 0.60% CBMH 202 RE=958.47 IE=951.54 N IE=951.54 E 124 LF - 18" HDPE @ 1.01% NO DATE BY CKD APPR SHEET OF Date License # Print Name: 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. DRAWN BY DESIGNED BY CHECKED BY PROJECT NO. PRELIMINARY DESIGN REVIEW PERMIT SUBMITTAL CONSTRUCTION DOCUMENTS REV. COMMENT Engineering | Surveying | Planning | Environmental© 2021 Sambatek24.1S (LMS TECH) | EMILY CASTANIAS, PE (MN) | 11/2/2023 4:42:18 PML:\PROJECTS\52152\CAD\SHEETS\52152-C6.01-UTIL.DWG:C6.01 UTILITY PLANAFFINITECH, INC. GALPIN INDUSTRIAL FINAL CHANHASSEN, MN52152 11/02/2023 JMW EJC BDB BRADY D. BUSSELMAN 44579 SCALE IN FEET 0 6030 NORTH UTILITY PLAN C6.01 NUMBER TYPE CASTING* 102 CATCH BASIN MANHOLE R-3067-VB 103 **POLYETHYLENE DRAINAGE STRUCTURE **SOLID 104 **POLYETHYLENE DRAINAGE STRUCTURE **GRATE 105 **INLINE DRAIN **GRATE 201 STORM MANHOLE R-1642 202 CATCH BASIN MANHOLE R-3067-VB 203 CATCH BASIN MANHOLE R-3067-VB *INDICATES NEENAH FOUNDRY CASTING NO., OR APPROVED EQUAL NOTE: CONTRACTOR AND THEIR SUPPLIER SHALL DETERMINE THE MINIMUM DIAMETER REQUIRED FOR EACH STORM SEWER STRUCTURE. **POLYETHYLENE DRAINAGE STRUCTURES AND INLINE DRAINS SHALL BE "NYLOPLAST" OR APPROVED EQUAL AND INSTALLED IN ACCORDANCE WITH MANUFACTURER SPECIFICATIONS **POLYETHYLENE DRAINAGE STRUCTURE AND INLINE DRAIN CASTINGS SHALL BE "NYLOPLAST" OR APPROVED EQUAL AND INSTALLED IN ACCORDANCE WITH MANUFACTURER SPECIFICATIONS 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 DRAIN TILE SHALL BE BACKFILLED WITHOUT APPROVAL FROM THE PROJECT ENGINEER. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO RELOCATE ALL EXISTING UTILITIES WHICH CONFLICT WITH THE PROPOSED IMPROVEMENTS SHOWN ON THE PLANS. PROPOSED EXISTING LEGEND UTILITY CONSTRUCTION NOTES STORM SEWER STRUCTURE SCHEDULE 1.UTILITY CONSTRUCTION NOTES, SEE SHEET C1.02 UNDERGROUND GAS LINE UNDERGROUND TELEPHONE UNDERGROUND ELECTRIC DRAINTILE SANITARY SEWER FORCEMAIN (SAN.) STORM SEWER CONCRETE CURB WATERMAIN EASEMENT LINE NO DATE BY CKD APPR SHEET OF Date License # Print Name: 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. DRAWN BY DESIGNED BY CHECKED BY PROJECT NO. PRELIMINARY DESIGN REVIEW PERMIT SUBMITTAL CONSTRUCTION DOCUMENTS REV. COMMENT Engineering | Surveying | Planning | Environmental© 2021 Sambatek24.1S (LMS TECH) | EMILY CASTANIAS, PE (MN) | 11/2/2023 4:40:30 PML:\PROJECTS\52152\CAD\SHEETS\52152-C9.01-DTLS.DWG:C9.01 DETAILSAFFINITECH, INC. GALPIN INDUSTRIAL FINAL CHANHASSEN, MN52152 11/02/2023 JMW EJC BDB BRADY D. BUSSELMAN 44579 DETAILS C9.01 STANDARD DUTY PAVEMENT HEAVY DUTY PAVEMENT NOTES: 1.THE PAVEMENT SECTIONS SHALL BE CONSTRUCTED IN ACCORDANCE WITH MNDOT "STANDARD SPECIFICATION FOR CONSTRUCTION", AND ALSO THE REQUIREMENTS OF THE OWNER'S GEOTECHNICAL CONSULTANT. 2.ALL THICKNESSES, AS SPECIFIED, ARE TO BE CONSIDERED MINIMUM DEPTHS, AFTER COMPACTION. 3.MN/DOT SPEC. 2357 BITUMINOUS TACK COAT SHALL BE PLACED BETWEEN SUCCESSIVE BITUMINOUS LIFTS AND AGAINST ABUTTING CONCRETE CURB EDGES. 2.5" BITUMINOUS BASE COURSE, MN/DOT 2360 SPNWB330F* 8" CLASS 5 AGGREGATE BASE, MN/DOT 3138 12" SELECT GRANULAR MATERIAL, MN/DOT 3149.2B APPROVED SUBGRADE 2" BITUMINOUS WEAR COURSE, MN/DOT 2360 SPWEA330F* 2" BITUMINOUS BASE COURSE, MN/DOT 2360 SPNWEB340F* 6" CLASS 5 AGGREGATE BASE, MN/DOT 3138 12" SELECT GRANULAR MATERIAL, MN/DOT 3149.2B APPROVED SUBGRADE 2" BITUMINOUS WEAR COURSE, MN/DOT 2360 SPWEA330F* N.T.S. * RECOMMENDED ASPHALT BINDER: PG 58V-34 HEAVY DUTY CONCRETE XX" PCC PAVEMENT, MN/DOT 2301* XX" CLASS 5 AGGREGATE BASE, MN/DOT 3138* APPROVED SUBGRADE GENERAL NOTES FOR CONCRETE CONSTRUCTION: 1.ALL THICKNESSES, AS SPECIFIED, ARE TO BE CONSIDERED MINIMUM DEPTHS AFTER COMPACTION. 2.MNDOT SPEC 2357 BITUMINOUS TACK COAT SHALL BE PLACED BETWEEN SUCCESSIVE BITUMINOUS LIFTS AND AGAINST ABUTTING CONCRETE CURB EDGES. 3.FOR PREPARATION OF PAVEMENT SUBGRADE, ANY SILT OR CLAY WITHIN THE UPPER 3 FEET OF FINISHED SUBGRADE ELEVATION SHALL BEREMOVED AND REPLACED WITH COMPACTED, CLEAN SANDS. EXISTING SUBGRADE SURFACE SHALL BE COMPACTED TO AT LEAST 100% OF THE MATERIAL'S MAXIMUM STANDARD PROCTOR DRY DENSITY (ASTM D-698). 4.AFTER PROOF ROLLING WITH A LOADED TANDEM AXLE DUMP TRUCK AND REPAIRING DEEP SUBGRADE DEFICIENCIES, THE ENTIRE SUBGRADE SHOULD BE SCARIFIED TO A DEPTH OF 12 INCHES, MOISTURE CONDITIONED TO WITHIN 2 PERCENT OF OPTIMUM MOISTURE CONTENT AND UNIFORMLY COMPACTED TO AT LEAST 100% OF STANDARD PROCTOR DRY DENSITY. 5.AGGREGATE BASE SHALL CONFORM TO MNDOT SPECIFICATION 3138 FOR CLASS 5 AGGREGATE BASE AND SHALL BE COMPACTED TO AT LEAST 100% OF THE STANDARD PROCTOR MAXIMUM DRY DENSITY (ASTM D-698). 6.BITUMINOUS WEAR AND BASE COURSES SHALL CONFORM TO MNDOT SPECIFICATION 2360 PLANT MIX BITUMINOUS PAVEMENTS. 7.BITUMINOUS WEAR AND BASE COURSES SHALL BE COMPACTED TO AN AVERAGE DENSITY OF 96 PERCENT ACCORDING TO AASHTO T245 (D1556), BUT NOT LESS THAN 92 PERCENT NOR GREATER THAN 100 PERCENT. 8.THE PORTLAND CEMENT CONCRETE PAVEMENT MIXTURE SHALL BE IN ACCORDANCE WITH AIR-ENTRAINED CONCRETE FOR PAVEMENT, SECTION 2301 OF THE MNDOT "STANDARD SPECIFICATIONS FOR CONSTRUCTION", LATEST EDITION. THE MIXTURE SHALL BE DESIGNED TO DEVELOP A MINIMUM COMPRESSIVE STRENGTH OF 3900 PSI AT 28 DAYS WITH A 4 INCH MAXIMUM SLUMP FOR HAND PLACED CONCRETE AND A 2" MAXIMUM SLUMP FOR MACHINE PLACED (SLIPFORM) CONCRETE AND 5 TO 7% ENTRAINED AIR. THE MAXIMUM WATER CEMENT RATIO SHALL NOT EXCEED 0.45 FOR CONCRETE EXPOSED TO DEICERS. 01 PAVEMENT SECTIONS N.T.S. SLOPE 3/4" PER FT. 1 3 * WHEN SURFACE DRAINAGE IS AWAY FROM CURB B612 CONCRETE CURB W/REVERSE GUTTER* B612 CONCRETE CURB & GUTTER* 6"6"13-1/2"1/2" R 3" R 1/2" R 6" MIN 8"12"7"1" 0.2 2"2" 2 #4 REINFORCING RODS SEE PAVING DETAILS FOR PAVEMENT SECTIONS, SUBBASE, SUBGRADE AND COMPACTION REQUIREMENTS 6" MIN 8"12"7"SEE PAVING DETAILS FOR PAVEMENT SECTIONS, SUBBASE, SUBGRADE AND COMPACTION REQUIREMENTS 2 #4 REINFORCING RODS AT CATCH BASINS 20 FEET IN LENGTH, CENTERED ON THE STRUCTURE 0.2 2"2" 1 3 6"6"13-1/2"1/2" R 3" R 1/2" R 1 3 * WHEN SURFACE DRAINAGE IS AWAY FROM CURB MODIFIED B612 CONCRETE CURB (ALONG SIDEWALK)* 6"6"13-1/2"1/2" R 3" R 1/2" R 6" MIN 8"12"7"1" 0.2 2"2" 2 #4 REINFORCING RODS SEE PAVING DETAILS FOR PAVEMENT SECTIONS, SUBBASE, SUBGRADE AND COMPACTION REQUIREMENTS 04 B612 CONCRETE CURB & GUTTER SLOPE 1/4" PER FOOT B618 CURB TO BE USED AT RADIUS 7"3/4"R68"2"2" 2"R28"R12"2 - #4 REINFORCING RODS AT CATCH BASINS 20 FEET IN LENGTH, CENTERED ON THE STRUCTURE 10-1/2"6-1/2"4"17-1/2" 28" 10-1/2"6" MIN A MINIMUM OF 4" OF CLASS 5 SHALL BE PLACED BELOW THE CURB N.T.S. 02 MOUNTABLE CONCRETE CURB & GUTTER BITUMINOUS 6' MI N BASE COURSE WEAR COURSE N.T.S. CURB TRANSITION 105 6' MI N BITUMINOUS BASE COURSE WEAR COURSE N.T.S. CURB TRANSITION 206 N.T.S. 8"12"7-1/2"1/2" R 1/2" R 7"TIP OUT SLOPE 1/4" PER FT. CLASS 5 BASE SUBGRADE 03 B612 FLAT CURB & GUTTER N.T.S. 32' 15' 53' 11.2'± BUILDING WALLWB-67 32' 15' 48' CONCRETE LANDING PAD 11.2'± WB-62 BUILDING WALL CONCRETE LANDING PAD WB-62 - Interstate Semi-Trailer WB-67 - Interstate Semi-Trailer 11.2'36.8' 11.2'41.8' 15' 32' 53' AND 48' DRY TRAILERS ±4.8' ±5.2 DOLLY PAD - WB-62 & 6707 NO DATE BY CKD APPR SHEET OF Date License # Print Name: 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. DRAWN BY DESIGNED BY CHECKED BY PROJECT NO. PRELIMINARY DESIGN REVIEW PERMIT SUBMITTAL CONSTRUCTION DOCUMENTS REV. COMMENT Engineering | Surveying | Planning | Environmental© 2021 Sambatek24.1S (LMS TECH) | EMILY CASTANIAS, PE (MN) | 11/2/2023 4:40:30 PML:\PROJECTS\52152\CAD\SHEETS\52152-C9.01-DTLS.DWG:C9.02 DETAILSAFFINITECH, INC. GALPIN INDUSTRIAL FINAL CHANHASSEN, MN52152 11/02/2023 JMW EJC BDB BRADY D. BUSSELMAN 44579 DETAILS C9.02 FLOWAS NEEDED48" 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. 01 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. MANHOLE STEPS NEENAH R1981J OR EQUAL, 16" O.C.- ALUMINUM STEPS APPROVED. DOGHOUSES SHALL BE GROUTED ON BOTH THE OUTSIDE AND THE INSIDE. GASKETED, FLEXIBLE, WATERTIGHT CONNECTION AT ALL PIPE CONNECTIONS UNLESS GROUTED CONNECTION IS APPROVED BY THE ENGINEER FULL BED OF MORTAR BETWEEN RINGS, AND A 6" COLLAR ON THE OUTSIDE OF THE RINGS MINIMUM OF 2, MAXIMUM OF 4 CONCRETE ADJUSTING RINGS PRECAST REINFORCED CONCRETE SLAB THICKNESS:6" FOR 42" TO 48" DIA. 8" FOR 54" TO 102" DIA. 12" FOR 108" TO 120" DIA. PRECAST CONCRETE MANHOLE SECTIONS GROUT BOTTOM 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 PIPE DI A M E TE RVARIABLE 6"6" VARIABLE 5"1'-4"9" N.T.S. 03 CATCH BASIN MANHOLE USE T-SECTION MANHOLE WHERE POSSIBLE (MNDOT DESIGN J) WITH OFFSET CONE CONNECTION OR PRECAST SLAB. BASE: PRECAST CONCRETE FLOW STEPS 16" O.C. ON DOWNSTREAM SIDE SLOPE 2"/FOOT GASKETED, FLEXIBLE, WATERTIGHT CONNECTION AT ALL PIPE CONNECTIONS UNLESS GROUTED CONNECTION IS APPROVED BY THE ENGINEER "O" RING GASKETS BETWEEN EACH JOINT IN MANHOLE SECTIONS NOTES: 1.MANHOLES 8' DEEP OR GREATER, THE PRECAST SECTION IMMEDIATELY BELOW THE CONE SECTION, SHALL BE 1'-4" (16") IN HEIGHT 2.PROVIDE STEPS IN ALL MANHOLES OVER 4.5 FEET IN DEPTH 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 MANHOLE FRAME AND COVER, NEENAH R-1642-B WITH MACHINED BEARING SURFACES WITH 2 CONCEALED PICK HOLES OR APPROVED EQUAL 27" *AS NEEDEDAS NEEDED1'-4"4'7"N.T.S. 02 STORM SEWER MANHOLE 1' 12" GRANULAR MATERIAL AS SPECIFIED BY SOILS ENGINEER. NOTES: 1. TIP CURB TO FACILITATE DRAINAGE 2. PAVEMENT SECTION SAME AS TYPICAL STREET 3. PROPOSED CENTERLINE SHOWN ON PROFILE SHEET IS 0.5' BELOW ACTUAL FINISH GRADE 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. 04 DRAINTILE BEHIND CURB & GUTTER NO DATE BY CKD APPR SHEET OF Date License # Print Name: 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. DRAWN BY DESIGNED BY CHECKED BY PROJECT NO. PRELIMINARY DESIGN REVIEW PERMIT SUBMITTAL CONSTRUCTION DOCUMENTS REV. COMMENT Engineering | Surveying | Planning | Environmental© 2021 Sambatek24.1S (LMS TECH) | EMILY CASTANIAS, PE (MN) | 11/2/2023 4:40:30 PML:\PROJECTS\52152\CAD\SHEETS\52152-C9.01-DTLS.DWG:C9.03 DETAILSAFFINITECH, INC. GALPIN INDUSTRIAL FINAL CHANHASSEN, MN52152 11/02/2023 JMW EJC BDB BRADY D. BUSSELMAN 44579 DETAILS C9.03 A A 4" P.C. CONCRETE* *THE THICKNESS SHALL BE INCREASED TO A MINIMUM DEPTH OF __ 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. 3.SEE ARCHITECT PLANS FOR SIDEWALK ADJACENT TO BUILDING. 4.ALL THICKNESSES, AS SPECIFIED, ARE TO BE CONSIDERED MINIMUM DEPTHS AFTER COMPACTION. 5.FOR PREPARATION OF PAVEMENT SUBGRADE, ANY SILT OR CLAY WITHIN THE UPPER 3 FEET OF FINISHED SUBGRADE ELEVATION SHALL BE REMOVED AND REPLACED WITH COMPACTED, CLEAN SANDS. EXISTING SUBGRADE SURFACE SHALL BE COMPACTED TO AT LEAST 100% OF THE MATERIAL'S MAXIMUM STANDARD PROCTOR DRY DENSITY (ASTM D-698). 6.AGGREGATE BASE SHALL CONFORM TO MNDOT SPECIFICATION 3138 FOR CLASS 5 AGGREGATE BASE AND SHALL BE COMPACTED TO AT LEAST 100% OF THE STANDARD PROCTOR MAXIMUM DRY DENSITY (ASTM D-698). 7.THE PORTLAND CEMENT CONCRETE PAVEMENT MIXTURE SHALL BE IN ACCORDANCE WITH AIR-ENTRAINED CONCRETE FOR PAVEMENT, SECTION 2301 OF THE MNDOT "STANDARD SPECIFICATIONS FOR CONSTRUCTION", LATEST EDITION. THE MIXTURE SHALL BE DESIGNED TO DEVELOP A MINIMUM COMPRESSIVE STRENGTH OF 3900 PSI AT 28 DAYS WITH A 4 INCH MAXIMUM SLUMP FOR HAND PLACED CONCRETE AND A 2" MAXIMUM SLUMP FOR MACHINE PLACED (SLIPFORM) CONCRETE AND 5 TO 7% ENTRAINED AIR. THE MAXIMUM WATER CEMENT RATIO SHALL NOT EXCEED 0.45 FOR CONCRETE EXPOSED TO DEICERS. SECTION A-A 4" CLASS 5 4" PORTLAND CEMENT CONCRETE 5'-0" MIN WIDTH 2.00% MAX. N.T.S. SUBGRADE TO BE APPROVED BY SOILS ENGINEER 03 CONCRETE SIDEWALK STANDARD STALL ADA STALL ACCESS ISLE ADA STALL STANDARD STALL 6" TRANSITION PAVEMENT TO FLUSH WITH SIDEWALK INTEGRAL SIDEWALK CURB SEE DETAIL ACCESSIBLE PARKING SIGN WITH BOLLARD SEE DETAIL 2' STRIPING - 4" TRAFFIC WHITE INTEGRAL SIDEWALK CURB SEE DETAIL INTEGRAL SIDEWALK CURB SEE DETAIL 1.5% (2% MAX.) PLAN VIEW OF ADA PARKING SECTION B-B B B AA N.T.S. NO PARKING ACCESSIBLE STALL MARKING SEE DETAIL 8' MAX NO PARKING SIGN (BOLLARD OR BREAKAWAY POST) STANDARD STALL ADA STALL ACCESS ISLE ADA STALL STANDARD STALL 6"INTEGRAL SIDEWALK CURB SEE DETAIL TRANSITION PAVEMENT TO FLUSH WITH SIDEWALK SECTION A-A (TYPE 2) SECTION A-A (TYPE 1) 01 ADA PARKING 3.5'3'1.5'27"1' VEHICLE ID REQUIRED PARKING FOR VIOLATION UP TO $200 FINE 5.0' MIN. 5.5' MAX.3500 P.S.I. P.C. CONCRETE BASE STEEL U-CHANNEL POST STANDARD MNDOT SIGN NO. R7-8B 12" ACCESSIBLE VAN PROVIDE VAN ACCESSIBLE SIGN AT RIGHT HAND DISCHARGE PARKING SPACES GROUND SURFACE SLOPE TOP OF CONCRETE N.T.S. STANDARD MNDOT SIGN NO. R7-8M (WHEN R7-8B PROVIDED)5.0' MIN. 5.5' MAX.(WHEN R7-8B NOT PROVIDED)NO PARKING ACCESS AISLE PROVIDE NO PARKING, ACCESS AISLE SIGN CENTERED AT HEAD OF ACCESSIBLE ACCESS AISLE BREAKAWAY ACCESSIBLE PARKING SIGN02 WHITE LEGEND RED BACKGROUND R1-1 N.T.S. 36" x 36" "STOP" SIGN 36"36"N.T.S. STOP SIGN04 NO DATE BY CKD APPR SHEET OF Date License # Print Name: 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. DRAWN BY DESIGNED BY CHECKED BY PROJECT NO. PRELIMINARY DESIGN REVIEW PERMIT SUBMITTAL CONSTRUCTION DOCUMENTS REV. COMMENT Engineering | Surveying | Planning | Environmental© 2021 Sambatek24.1S (LMS TECH) | EMILY CASTANIAS, PE (MN) | 11/2/2023 6:00:09 PML:\PROJECTS\52152\CAD\SHEETS\52152-C9.01-DTLS.DWG:C9.04 DETAILSAFFINITECH, INC. GALPIN INDUSTRIAL FINAL CHANHASSEN, MN52152 11/02/2023 JMW EJC BDB BRADY D. BUSSELMAN 44579 DETAILS C9.04 N.T.S. PLANT MATERIAL TOLERANT OF INUNDATION AND DROUGHT. NATIVE PLANTS RECOMMENDED. (SEE LANDSCAPE PLAN)MEDIA WIDTH-VARIES BOTTOM-VARIES 3H:1L MAX. (SEE LANDSCAPE PLAN) UNDISTURBED, UNCOMPACTED INSITU SOIL FILTRATION MEDIA MEETING MPCA BIOFILTRATION MEDIA MIX C 85-88% BY VOLUME SAND 8-12% BY VOLUME FINES 3-5% BY VOLUME ORGANIC MATTER PHOSPHOROUS INDEX FOR THE MIX SHOULD BE 10-30 MILLIGRAMS PER KILOGRAM NON-WOVEN GEOTEXTILE ASTM D-4833 (PUNCTURE STRENGTH - 125 LB.) ASTM D-1117 (MULLEN BURST STRENGTH - 400 PSI) ASTM D-4632 (TENSILE STRENGTH - 300 LB.) 0.08” THICK EQUIVALENT OPENING SIZE OF #80 SIEVE 3" LAYER OF UNDERDRAIN GRAVEL BLANKET AASHTO M-43, #57 STONEPERFORATED UNDERDRAIN OUTLET PIPE 8" DIAMETER PVC SCH 40 3/8” PERF. @ 6” ON CENTER, 4 HOLES PER ROW 1' 24" TOTAL DEPTH, 13" OVER TOP OF AGGREGATE ENVELOPE AROUND TILE FINISHED BASIN SURFACE SEE SECTION DETAIL THIS SHEET 3"MIN.PRIMARY OUTLET ELEVAION 2" LAYER OF PEA GRAVEL CHOKING STONE TOP SOIL CONSISTING OF 4" OF MNDOT FILTER TOPSOIL BORROW TYPE 3877-F: THE COMPONENTS CONSIST OF THE FOLLOWING BY VOLUME: (1)60-80% SAND MEETING GRADATION REQUIREMENTS OF 3126, "FINE AGGREGATE FOR PORTLAND CEMENT CONCRETE" (2)20-40% GRADE 2 COMPOST PER 3890, "COMPOST"15"1:1 SIDE SLOPE ALONG MEDIA 01 FILTRATION BASIN MEDIA SECTION PROPOSED BUILDING 33,283 S.F. FFE=964.0 NOPARKINGNOPARKINGTTLOT 3 GALPIN COURTNO DATE BY CKD APPR SHEET OF Date License # Print Name: DRAWN BY DESIGNED BY CHECKED BY 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 Landscape Architect under the laws of the State of Minnesota. PROJECT NO. PRELIMINARY DESIGN REVIEW PERMIT SUBMITTAL CONSTRUCTION DOCUMENTS REV. COMMENT Engineering | Surveying | Planning | Environmental© 2021 Sambatek24.1S (LMS TECH) | EMILY CASTANIAS, PE (MN) | 11/2/2023 4:56:17 PML:\PROJECTS\52152\CAD\SHEETS\52152-L1.01-LSCP.DWG:L1.01 LANDSCAPE PLANAFFINITECH, INC. GALPIN INDUSTRIAL FINAL CHANHASSEN, MN52152 11/02/2023 ML JRW JRW JOHN R. WORKMAN 59119 SCALE IN FEET 0 6030 NORTH LANDSCAPE PLAN L1.01 CALCULATIONS TYPE C BUFFER REQUIREMENTS: 3 CANOPY TREES PER 100 LF (298 / 100 *3)= 9 6 UNDERSTORY TREES PER 100 LF(298 / 100 *6)= 18 9 SHRUBS PER 100 LF(298 / 100 *9)= 27 VEHICULAR AREAS: INTERIOR LANDSCAPE TO EQUAL AT LEAST 8% OF PARKING AREA (25,848 * .08)= 2,068 SF 1 TREE PER 250SF OF REQUIRED LANDSCAPE AREA 3,038/ 250= 9 *PLANTS PLACE AROUND SITE DUE TO UTILITIES AND RAIN GARDEN TREE PRESERVATION: BASELINE CANOPY =29% MINIMUM CANOPY COVERAGE REPLACEMENT TREES REQUIRED LEGEND EASEMENT CURB & GUTTER BUILDING RETAINING WALL SIGN PIPE BOLLARD STANDARD DUTY ASPHALT PAVING CONCRETE PAVING PROPERTY LIMIT EXISTINGPROPOSED CHANHASSEN LANDSCAPE CODE PLANT SCHEDULE WETLAND LIMITS TREELINE PROPOSED 9* 18* 27 2,717 SF 9 14% 11 CONCRETE SIDEWALK S S SANITARY SEWER LANDSCAPE EDING STORM SEWER WATERMAIN FORCEMAIN (SAN.) YARDDRAIN TREE PROTECTION FENCE LIMITS OF DISTURBANCE TREE TO BE REMOVED D S LS RIPRAP REQUIRED 9 18 27 2,068 SF 9 14% 11 TREES CODE BOTANICAL / COMMON NAME CONT CAL QTY AB Acer freemanii `Autumn Blaze` / Autumn Blaze Maple B & B 2.5"Cal 6 GB Ginkgo biloba `Autumn Gold` TM / Maidenhair Tree B & B 2.5"Cal 4 HL Gleditsia triacanthos `Skyline` / Skyline Honey Locust B & B 2.5"Cal 6 KC Gymnocladus dioica `Espresso` / Kentucky Coffeetree B & B 2.5"Cal 4 SO Quercus bicolor / Swamp White Oak B & B 2.5"Cal 1 BO Quercus macrocarpa / Burr Oak B & B 2.5"Cal 3 BL Tilia americana `Boulevard` / Boulevard Linden B & B 2.5"Cal 5 ORN. TREES CODE BOTANICAL / COMMON NAME CONT CAL QTY SB Amelanchier canadensis `Autumn Brilliance` / Autumn Brilliance Serviceberry B & B 2"Cal 6 DP Betula platyphylla `Fargo` TM / Dakota Pinnacle Birch B & B 2"Cal 6 CC Malus x `Coaralburst` / Coralburst Crabapple B & B 2"Cal 5 JL Syringa reticulata / Japanese Tree Lilac B & B 2"Cal 1 SHRUBS CODE BOTANICAL / COMMON NAME CONT SIZE QTY YD Cornus alba `Bud`s Yellow` / Bud`s Yellow Dogwood 5 gal 5 CD Cornus sericea `Alleman`s Compact` / Dwarf Red Twig Dogwood 5 gal 6 DW Salix purpurea `Nana` / Dwarf Arctic Willow 5 gal 9 MK Syringa patula `Miss Kim` / Miss Kim Lilac 5 gal 6 GROUND COVERS CODE BOTANICAL / COMMON NAME CONT 25-131 MNDOT Seed Mix 25-131 / Low Maintenance Fescue mix Seed 33-261 MNDOT Seed Mix 33-261 / Ponds and Wet Areas Seed TUR HIG Turf Sod Highland Sod / Sod Sod PLANT SCHEDULE NO DATE BY CKD APPR SHEET OF Date License # Print Name: DRAWN BY DESIGNED BY CHECKED BY 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 Landscape Architect under the laws of the State of Minnesota. PROJECT NO. PRELIMINARY DESIGN REVIEW PERMIT SUBMITTAL CONSTRUCTION DOCUMENTS REV. COMMENT Engineering | Surveying | Planning | Environmental© 2021 Sambatek24.1S (LMS TECH) | EMILY CASTANIAS, PE (MN) | 11/2/2023 4:56:17 PML:\PROJECTS\52152\CAD\SHEETS\52152-L1.01-LSCP.DWG:L1.02 LANDSCAPE NOTES & DETAILSAFFINITECH, INC. GALPIN INDUSTRIAL FINAL CHANHASSEN, MN52152 11/02/2023 ML JRW JRW JOHN R. WORKMAN 59119 LANDSCAPE NOTES & DETAILS L1.02 GENERAL NOTES: 1.THE CONTRACTOR SHALL INSPECT THE SITE AND BECOME FAMILIAR WITH THE EXISTING CONDITIONS RELATING TO THE NATURE AND SCOPE OF THE WORK. 2.THE CONTRACTOR SHALL VERIFY PLAN LAYOUT AND BRING TO THE ATTENTION OF THE LANDSCAPE ARCHITECT DISCREPANCIES WHICH MAY COMPROMISE THE DESIGN OR INTENT OF THE LAYOUT. 3.THE CONTRACTOR SHALL BE RESPONSIBLE FOR COMPLYING WITH ALL APPLICABLE CODES, REGULATIONS, AND PERMITS GOVERNING THE WORK. 4.THE CONTRACTOR SHALL PROTECT EXISTING ROADS, CURBS/GUTTERS, TRAILS, TREES, LAWNS AND SITE ELEMENTS DURING CONSTRUCTION. DAMAGE TO SAME SHALL BE REPAIRED AND/OR REPLACED AT NO ADDITIONAL COST TO THE OWNER. 5.LOCATE AND VERIFY ALL UTILITIES, INCLUDING IRRIGATION LINES, WITH THE OWNER FOR PROPRIETARY UTILITIES AND GOPHER STATE ONE CALL 48 HOURS BEFORE DIGGING. CONTRACTOR SHALL BE RESPONSIBLE FOR THE PROTECTION AND REPAIR OF ANY DAMAGES TO SAME. NOTIFY THE LANDSCAPE ARCHITECT OF ANY CONFLICTS TO FACILITATE PLANT RELOCATION. 6.THE LANDSCAPE CONTRACTOR SHALL COORDINATE THE PHASES OF CONSTRUCTION AND PLANTING INSTALLATION WITH OTHER CONTRACTORS WORKING ON SITE. 7.THE CONTRACTOR SHALL REVIEW THE SITE FOR DEFICIENCIES IN SITE CONDITIONS WHICH MIGHT NEGATIVELY AFFECT PLANT ESTABLISHMENT, SURVIVAL OR WARRANTY. UNDESIRABLE SITE CONDITIONS SHALL BE BROUGHT TO THE ATTENTION OF THE LANDSCAPE ARCHITECT PRIOR TO BEGINNING OF WORK. 8.THE PLAN TAKES PRECEDENCE OVER THE LANDSCAPE LEGEND IF DISCREPANCIES EXIST. QUANTITIES SHOWN IN THE PLANTING SCHEDULE ARE FOR THE CONTRACTOR'S CONVENIENCE. CONTRACTOR TO VERIFY QUANTITIES SHOWN ON THE PLAN. 9.THE SPECIFICATIONS TAKE PRECEDENCE OVER THE PLANTING NOTES AND GENERAL NOTES. 10.EXISTING TREES AND SHRUBS TO REMAIN SHALL BE PROTECTED TO THE DRIP LINE FROM ALL CONSTRUCTION TRAFFIC, STORAGE OF MATERIALS ETC. WITH 4' HT. ORANGE PLASTIC SAFETY FENCING ADEQUATELY SUPPORTED BY STEEL FENCE POSTS 6' O.C. MAXIMUM SPACING. 11.LONG-TERM STORAGE OF MATERIALS OR SUPPLIES ON-SITE WILL NOT BE ALLOWED. 12.CONTRACTOR SHALL REQUEST IN WRITING, A FINAL ACCEPTANCE INSPECTION. PLANTING NOTES: 1.NO PLANTS SHALL BE INSTALLED UNTIL FINAL GRADING AND CONSTRUCTION HAS BEEN COMPLETED IN THE IMMEDIATE AREA. 2.A GRANULAR PRE-EMERGENT HERBICIDE SHALL BE APPLIED TO ALL PLANT BEDS AT THE MANUFACTURERS RECOMMENDED RATE PRIOR TO PLANT INSTALLATION. 3.ALL PLANTING STOCK SHALL CONFORM TO THE "AMERICAN STANDARD FOR NURSERY STOCK," ANSI-Z60, LATEST EDITION, OF THE AMERICAN ASSOCIATION OF NURSERYMEN, INC. AND SHALL CONSTITUTE MINIMUM QUALITY REQUIREMENTS FOR PLANT MATERIALS. 4.OVERSTORY TREES SHALL BEGIN BRANCHING NO LOWER THAN 6' ABOVE PAVED SURFACES. 5.ALL PLANTS MUST BE HEALTHY, VIGOROUS MATERIAL, FREE OF PESTS AND DISEASE AND BE CONTAINER GROWN OR BALLED AND BURLAPPED AS INDICATED IN THE LANDSCAPE LEGEND. 6.PLANT MATERIALS TO BE INSTALLED PER PLANTING DETAILS. 7.ALL TREES MUST BE STRAIGHT TRUNKED AND FULL HEADED AND MEET ALL REQUIREMENTS SPECIFIED. 8.THE LANDSCAPE ARCHITECT RESERVES THE RIGHT TO REJECT ANY PLANTS WHICH ARE DEEMED UNSATISFACTORY BEFORE, DURING, OR AFTER INSTALLATION. 9.NO SUBSTITUTIONS OF PLANT MATERIAL SHALL BE ACCEPTED UNLESS APPROVED IN WRITING BY THE LANDSCAPE ARCHITECT. 10.ALL PLANT MATERIAL QUANTITIES, SHAPES OF BEDS AND LOCATIONS SHOWN ARE APPROXIMATE. CONTRACTOR SHALL BE RESPONSIBLE FOR COMPLETE COVERAGE OF ALL PLANTING BEDS AT SPACING SHOWN AND ADJUSTED TO CONFORM TO THE EXACT CONDITIONS OF THE SITE. THE LANDSCAPE ARCHITECT SHALL APPROVE THE STAKING LOCATION OF ALL PLANT MATERIALS PRIOR TO INSTALLATION. 11.ALL PLANTING AREAS MUST BE COMPLETELY MULCHED AS SPECIFIED. 12.MULCH: DOUBLE SHREDDED HARDWOOD MULCH, CLEAN AND FREE OF NOXIOUS WEEDS OR OTHER DELETERIOUS MATERIAL, IN ALL MASS PLANTING BEDS AND FOR TREES, UNLESS INDICATED AS ROCK MULCH ON DRAWINGS. SUBMIT SAMPLE TO LANDSCAPE ARCHITECT PRIOR TO DELIVERY ON-SITE FOR APPROVAL. DELIVER MULCH ON DAY OF INSTALLATION. USE 3" FOR SHRUB BEDS, TREE RINGS, AND 3" FOR PERENNIAL/GROUND COVER BEDS, UNLESS OTHERWISE DIRECTED. 13.BUILDING MAINTENANCE STRIP: WHERE NO LANDSCAPE PLANTING BEDS EXIST ADJACENT TO A BUILDING FOUNDATION, CONTRACTOR SHALL INSTALL A DECORATIVE ROCK MAINTENANCE STRIP PER PLAN. DECORATIVE ROCK SHALL BE 1"-3" DRESSER TRAP ROCK, GREY IN COLOR. 14.THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL MULCHES AND PLANTING SOIL QUANTITIES TO COMPLETE THE WORK SHOWN ON THE PLAN. 15.USE ANTI-DESICCANT (WILTPRUF OR APPROVED EQUAL) ON DECIDUOUS PLANTS MOVED IN LEAF AND FOR EVERGREENS MOVED ANYTIME. APPLY AS PER MANUFACTURER'S INSTRUCTION. ALL EVERGREENS SHALL BE SPRAYED IN THE LATE FALL FOR WINTER PROTECTION DURING WARRANTY PERIOD. 16.WRAP ALL SMOOTH-BARKED DECIDUOUS TREES PLANTED IN THE FALL PRIOR TO DECEMBER 1 AND REMOVE WRAPPING AFTER MAY 1. TREE WRAPPING MATERIAL SHALL BE WHITE TWO-WALLED PLASTIC SHEETING APPLIED FROM TRUNK FLARE TO THE FIRST BRANCH. 17.ALL DECIDUOUS, PINE, AND LARCH PLANTINGS SHALL RECEIVE RODENT PROTECTION PER MNDOT 2571.31.2 18.PLANTING SOIL FOR TREES, SHRUBS AND GROUND COVERS: FERTILE FRIABLE LOAM CONTAINING A LIBERAL AMOUNT (4% MIN.) OF HUMUS AND CAPABLE OF SUSTAINING VIGOROUS PLANT GROWTH. IT SHALL COMPLY WITH MNDOT SPECIFICATION 3877 TYPE B SELECT TOPSOIL. MIXTURE SHALL BE FREE FROM HARDPACK SUBSOIL, STONES, CHEMICALS, NOXIOUS WEEDS, ETC. SOIL MIXTURE SHALL HAVE A PH BETWEEN 6.1 AND 7.5 AND 10-0-10 FERTILIZER AT THE RATE OF 3 POUNDS PER CUBIC YARD. IN PLANTING BEDS INCORPORATE THIS MIXTURE THROUGHOUT THE ENTIRE BED IN A 6" LAYER AND ROTO-TILLING IT INTO THE TOP 12" OF SOIL AT A 1:1 RATIO.ANY PLANT STOCK NOT PLANTED ON DAY OF DELIVERY SHALL BE HEELED IN AND WATERED UNTIL INSTALLATION. PLANTS NOT MAINTAINED IN THIS MANNER WILL BE REJECTED. 19.CONTRACTOR SHALL BE RESPONSIBLE TO VERIFY THAT EACH EXCAVATED TREE AND SHRUB PIT WILL PERCOLATE PRIOR TO INSTALLING PLANTING MEDIUM AND PLANTS. THE CONTRACTOR SHALL FILL THE BOTTOM OF SELECTED HOLES WITH SIX INCHES OF WATER AND CONFIRM THAT THIS WATER WILL PERCOLATE WITHIN A 24-HOUR PERIOD. IF THE SOIL AT A GIVEN AREA DOES NOT DRAIN PROPERLY, A PVC DRAIN OR GRAVEL SUMP SHALL BE INSTALLED OR THE PLANTING SHALL BE RELOCATED IF DIRECTED BY THE LANDSCAPE ARCHITECT. 20.ALL PLANTS SHALL BE GUARANTEED FOR TWO COMPLETE GROWING SEASONS (APRIL 1 - NOVEMBER 1), UNLESS OTHERWISE SPECIFIED. THE GUARANTEE SHALL COVER THE FULL COST OF REPLACEMENT INCLUDING LABOR AND PLANTS. 21.CONTRACTOR SHALL NOTIFY THE LANDSCAPE ARCHITECT AT LEAST 3 DAYS PRIOR TO PLANNED DELIVERY. THE CONTRACTOR SHALL NOTIFY THE LANDSCAPE ARCHITECT AT LEAST 24 HOURS IN ADVANCE OF BEGINNING PLANT INSTALLATION. 22.SEASONS/TIME OF PLANTING AND SEEDING: NOTE: THE CONTRACTOR MAY ELECT TO PLANT IN OFF-SEASONS ENTIRELY AT HIS/HER RISK. 22.1.POTTED PLANTS: 4/1 - 6/1; 9/21 - 11/1 22.2.DECIDUOUS /B&B: 4/1 - 6/1; 9/21 - 11/1 22.3.EVERGREEN POTTED PLANTS: 4/1 - 6/1; 9/21-11/1 22.4.EVERGREEN B&B: 4/1 - 5/1; 9/21 - 11/1 22.5.TURF/LAWN SEEDING: 4/1 - 6/1; 7/20 - 9/20 22.6.NATIVE MIX SEEDING: 4/15 - 7/20; 9/20-10/20 23.MAINTENANCE SHALL BEGIN IMMEDIATELY AFTER EACH PORTION OF THE WORK IS IN PLACE. PLANT MATERIAL SHALL BE PROTECTED AND MAINTAINED UNTIL THE INSTALLATION OF THE PLANTS IS COMPLETE, INSPECTION HAS BEEN MADE, AND PLANTINGS ARE ACCEPTED EXCLUSIVE OF THE GUARANTEE. MAINTENANCE SHALL INCLUDE WATERING, CULTIVATING, MULCHING, REMOVAL OF DEAD MATERIALS, RE-SETTING PLANTS TO PROPER GRADE AND KEEPING PLANTS IN A PLUMB POSITION. AFTER ACCEPTANCE, THE OWNER SHALL ASSUME MAINTENANCE RESPONSIBILITIES. HOWEVER, THE CONTRACTOR SHALL CONTINUE TO BE RESPONSIBLE FOR KEEPING THE TREES PLUMB THROUGHOUT THE GUARANTEE PERIOD. 24.ANY PLANT MATERIAL WHICH DIES, TURNS BROWN, OR DEFOLIATES (PRIOR TO TOTAL ACCEPTANCE OF THE WORK) SHALL BE PROMPTLY REMOVED FROM THE SITE AND REPLACED WITH MATERIAL OF THE SAME SPECIES, QUANTITY, AND SIZE AND MEETING ALL LANDSCAPE LEGEND SPECIFICATIONS. 25.WATERING: MAINTAIN A WATERING SCHEDULE WHICH WILL THOROUGHLY WATER ALL PLANTS ONCE A WEEK. IN EXTREMELY HOT, DRY WEATHER, WATER MORE OFTEN AS REQUIRED BY INDICATIONS OF HEAT STRESS SUCH AS WILTING LEAVES. CHECK MOISTURE UNDER MULCH PRIOR TO WATERING TO DETERMINE NEED. CONTRACTOR SHALL MAKE THE NECESSARY ARRANGEMENTS FOR WATER. TURF NOTES: TURF ESTABLISHMENT SHALL BE ACCOMPLISHED IN ACCORDANCE WITH THE PROVISIONS OF THE MN/DOT 2105 AND 2575 EXCEPT AS MODIFIED BELOW: 1.ALL AREAS TO RECEIVE SOD SHALL ALSO RECEIVE 6" OF TOPSOIL PRIOR TO INSTALLING SOD. TOPSOIL SHALL BE FREE OF TREE ROOTS, STUMPS, BUILDING MATERIAL, AND TRASH, AND SHALL BE FREE OF STONES LARGER THAN 1 1 2" INCHES IN ANY DIMENSION. 2.WHERE SOD ABUTS PAVED SURFACES, FINISHED GRADE OF SOD/SEED SHALL BE HELD 1" BELOW SURFACE ELEVATION OF TRAIL, SLAB, CURB, ETC. 3.SOD SHALL BE LAID PARALLEL TO THE CONTOURS AND SHALL HAVE STAGGERED JOINTS. ON SLOPES STEEPER THAN 3:1 OR IN DRAINAGE SWALES, SOD SHALL BE STAKED SECURELY. 4.TURF ON ALL OTHER AREAS DISTURBED BY CONSTRUCTION SHALL BE RESTORED BY SEEDING, MULCHING AND FERTILIZING. SEED MIXTURE NO.25-121 WILL BE PLACED AT THE RATE OF 65 POUNDS PER ACRE. 5.ALL DISTURBED AREAS TO BE TURF SEEDED, ARE TO RECEIVE 6" TOP SOIL, SEED, MULCH, AND WATER UNTIL A HEALTHY STAND OF GRASS IS OBTAINED. FOR SLOPES STEEPER THAN 3:1 OR IN DRAINAGE SWALES INSTALL EROSION CONTROL BLANKET. 6.ALL DISTURBED AREAS TO RECEIVE NATIVE SEED, ARE TO RECEIVE PLANTING SOIL, SEED, MULCH, AND WATER UNTIL A HEALTHY STAND OF GRASS IS OBTAINED. FOR SLOPES STEEPER THAN 3:1 OR IN DRAINAGE SWALES INSTALL EROSION CONTROL BLANKET. GENERAL TREE SPECIFICATIONS: 1.ALL STREET AND PARKING LOT TREES SHALL BE LIMBED UP TO THE FOLLOWING HEIGHTS: 1.1.2" CAL. TREES: LOWEST BRANCH 6' HT. 1.2.3" CAL.+ TREES: LOWEST BRANCH 7' HT. 2.TREE CANOPY WIDTH SHALL BE RELATIVE TO HEIGHT/CALIPER OF TREE AND TYPE OF TREE. 2.1.1" CALIPER/6-8' HT: 3-4' WIDTH MIN. 2.2.2" CALIPER/12-14' HT: 4-5' WIDTH MIN. 2.3.3" CALIPER/14-16' HT: 6-7' WIDTH MIN. 3.CANOPY TREES SHALL NOT HAVE CO-DOMINATE LEADERS IN LOWER HALF OF TREE CROWN. 4.ALL TREES SHALL HAVE SYMMETRICAL OR BALANCED BRANCHING ON ALL SIDES OF THE TREE. 5.TREES SHALL NOT BE TIPPED PRUNED. 6.TREES SHALL BE FREE OF PHYSICAL DAMAGE FROM SHIPPING AND HANDLING. DAMAGED TREES SHALL BE REJECTED. 7.SUMMER DUG TREES SHALL HAVE ROOTBALL SIZE INCREASED BY 20% 8.TREES WHICH EXCEED RECOMMENDED CALIPER TO HEIGHT RELATIONSHIP SHALL BE REJECTED. IRRIGATION NOTES: 1.IRRIGATION SYSTEM TO BE DESIGN/BUILD. CONTRACTOR TO SUBMIT SHOP DRAWINGS FOR APPROVAL OF SYSTEM LAYOUT PRIOR TO INSTALLATION. 2.ALL SOD TO RECEIVE SPRAY OR ROTOR IRRIGATION HEADS WITH MINIMUM DESIGN OF 1" IRRIGATION PER WEEK. 3.ALL PLANT BEDS TO RECEIVE DRIP LINE IRRIGATION , WITH A MINIMUM DESIGN OF .25" IRRIGATION PER WEEK. 4.CONTRACTOR TO INSTALL A TOTAL OF 4 QUICK COUPLERS AT THE CORNERS OF THE PROPERTY. A 2.5" TYPE K SOURCE PIPE IS PROVIDED BY MECHANICAL. LOW MAINTENANCE FESCUE NOTES: 1.DURING GROWING SEASON NEVER MOW SHORTER THAN 3.5 INCHES, PREFERRED MAINTENANCE IS MOW ONCE PER MONTH AT 5" HEIGHT 2.DO NOT USE HIGH NITROGEN FERTILIZER ON FESCUE LAWN 3.OVERSEED THIN,BARE SPOTS IN FALL 4.ALWAYS USE SHARP BLADE WHEN MOWING TO AVOID TEARING LEAF BLADE 5.SET MOWER TO 3" FOR BAGGING AND MOWING IN LATE FALL AFTER GROWING SEASON NATIVE SEED MIX NOTES: 1.ESTABLISHMENT AND YEAR ONE: MOW THREE(3) TIMES FIRST YEAR ON 30-DAY INTERVALS TO A HEIGHT BETWEEN FIVE AND EIGHT INCHES. DO NOT USE FERTILIZERS. SPOT TREAT INVASIVE WOODY PLANTS OR HAND WEED INDIVIDUAL NOXIOUS WEEDS. 2.YEAR TWO: PERFORM ONE MOWING BETWEEN MID-JUNE AND MID-AUGUST. SPOT SPRAY WEEDS AS NEEDED WHERE THEY ARE ESPECIALLY DOMINATE. 3.YEAR THREE (AND BEYOND): CUT ONE TIME PER YEAR AS A CLEAN UP PROCEDURE (EITHER IN EARLY MAY OR LATE NOVEMBER). PRESCRIBED BURNS MAY BE USED AS WELL IN PLACE OF MOWING. CHECK LOCAL REGULATIONS AND PERMIT PROCEDURES. NOTES PROVIDE & INSTALL RODENT PROTECTION 1/2" HARDWIRE CLOTH, MESH CYLINDER, 8" DIA OR GREATER X 24" HT.. STAKE IN PLACE INSTALL TREE WITH ROOT FLARE VISIBLE AT TOP OF THE ROOT BALL. REMOVE SOIL IN LEVEL MANNER FROM TOP OF ROOT BALL TO EXPOSE 1ST 1/2" OR LARGER MAIN ORDER ROOT IF NEEDED. SET ROOT BALL WITH MAIN ORDER ROOT 1" ABOVE ADJACENT GRADE. DO NOT COVER TOP OF ROOT BALL WITH SOIL. INSTALL 3" LAYER OF SHREDDED HARDWOOD MULCH. PLACE NO MULCH IN CONTACT WITH TREE TRUNK REMOVE BURLAP, TWINE, ROPE AND WIRE FROM TOP HALF OF ROOT BALL BUILD 4" HIGH EARTH SAUCER BEYOND EDGE OF ROOT BALL EDGE CONDITION VARIES PLACE ROOT BALL ON UNDISTURBED OR COMPACTED SOIL SCARIFY SIDES OF TREE PIT WITH SPADE BY HAND TO BIND WITH PREPARED SOIL PLANTING SOIL, REFER TO SPECIFICATIONS, COMPACT TO 85% OF MAX. DRY UNIT WEIGHT ACCORDING TO ASTM D 698 TAMP SOIL AROUND ROOT BALL BASE FIRMLY WITH FOOT PRESSURE SO THAT ROOT BALL DOES NOT SHIFT DIG PLANTING PIT 4" TO 6" DEEPER THAN ROOT BALL UNDISTURBED SUBGRADE NOTE: CONTRACTOR SHALL MAINTAIN TREES IN A PLUMB POSITION THROUGHOUT THE WARRANTY PERIOD. IF STAKING IS REQUIRED BY SITE CONDITIONS, CONTRACTOR TO USE 2 OR 3 STAKE METHOD WITH 1" WEBBING AROUND TRUNK OF TREE (NO WIRE OR CABLING TO BE USED) WRAP TREE TRUNKS PER NOTES. 30" RADIUS MULCH RING A1.5 X A MIN. 1 1 TREE PLANTING DETAIL 1/4" = 1'-0" L1.02 P-01 1 INSTALL 3" LAYER OF MULCH, DO NOT PLACE IN CONTACT W/ SHRUB STEM APPLY PRE-EMERGENT HERBICIDE EDGE CONDITION VARIES EDGER, REFER TO PLAN AND SPECIFICATION LOOSEN ROOTS OF CONTAINER GROWN PLANTS EXCAVATE PLANT BED MIN. 4" DEEPER THAN ROOT BALL HT. SCARIFY SIDES AND BOTTOM OF PLANTING BED WITH SPADE UNDISTURBED SUBGRADE PREPARE SOIL FOR THE ENTIRE BED SEE PLAN12" MIN SHRUB PLANTING DETAIL 3/8" = 1'-0" 18"MINPLANTING SOIL. REFER TO SPECIFICATIONS L1.02 P-02 2 MULCH/DECORATIVE ROCK PER PLAN AND LANDSCAPE NOTES 3 16" THICK STEEL EDGER (BLACK) W/ STAKE FINISHED GRADE AND EDGE CONDITION VARIES - SEE PLAN STEEL EDGER 1 1/2" = 1'-0" L1.02 P-06 3 N89°31'55"E 197.92S00°28'05"E 256.45S37°18'41"W 204.74N88°58'56"E 129.12 S09°52'22"E 121.45N55° 06'44"E 230. 26Δ=23°42'54"L=24.83 R=60.00Δ= 6 0 ° 0 0 '00"R = 6 0 . 0 0L = 6 2 . 8 3Δ=33°59'10"R=210.00L=124.57GATE GATE 5 10 101 0 10 BLOCK 2 LOT 3 DRAINAGE AND UTILITY EASEMENT DRAINAGE AND UTILITY EASEMENT DRAINAGE AND UTILITY EASEMENT GALPIN COURTFOUND 1/2" IRON PIPE FOUND 1/2" IRON PIPE 60 606011.0037 37 SIGN CABLE BOX DRAINAGE AND UTILITY EASEMENT 11.40 1 10.654.93NO DATE BY CKD APPR SHEET OF DRAWN BY DESIGNED BY CHECKED BY PROJECT NO.REV. COMMENT Engineering | Surveying | Planning | Environmental© 2021 Sambatek24.1S (LMS TECH) | EMILY CASTANIAS, PE (MN) | 11/2/2023 4:48:09 PML:\PROJECTS\52152\CAD\SURVEY\SHEETS\52152-ALTA.DWG:22X34DATE ISSUED Affinitech Galpin Industrial ALTA 05/01/2023 Chashassen, MN52152 05/09/2023 CDJ JN SCALE IN FEET 0 6030 NORTH To Affinitech, Inc., and First American Title Insurance Company: This is to certify that this map or plat and the survey on which it is based were made in accordance with the 2021 Minimum Standard Detail Requirements for ALTA/NSPS Land Title Surveys, jointly established and adopted by ALTA and NSPS, and includes Items 1, 2, 3, 4, 6(a), 7(a), 7(b)(1), 8, 9, 11(a) and 13 of Table A thereof. The field work was completed on 05/01/202023. Dated this 9th day of May 2023, Sambatek, Inc. Mark R. Salo Minnesota License No. 43933 msalo@sambatek.com 1.This survey was prepared utilizing Title Commitment No. 2320156 by First American Title Insurance Company , bearing an effective date of 04/04/2023. 2.The bearing system is based on the Carver County coordinate system, NAD83 (1986 Adjust), with an assumed bearing of S00°13'31"E for the East line of the Southeast 1/4 of , Section 16 , Township 116, Range 23. OVERHEAD ELECTRICAL WIRE LIGHT SANITARY SEWER STORM SEWER WATERMAIN UNDERGROUND ELECTRIC GUY ANCHOR UTILITY POLE GUARD POST UNDERGROUND TELEPHONE UNDERGROUND GAS CHAIN LINK FENCE WOOD FENCE BUILDING LINE CONCRETE CURB BITUMINOUS SURFACE CONCRETE SURFACE WET LAND SIGN TRAFFIC MARKERS POND / WATER LINE FEMA FLOOD ZONE LINE SOIL BORING TREE LINE FOUND MONUMENT FOUND CAST IRON MONUMENT EASEMENT LINE SETBACK LINE RESTRICTED ACCESS FOUND RIGHT-OF-WAY MONUMENT SET MONUMENT MARKED LS 43933 SECTION LINE UNDERLYING / ADJACENT LOT TIE LINE BOUNDARY LINE DEED DISTANCE(100.00) CONIFEROUS TREE TRANSFORMER BUILDING CANOPY REGULAR PARKING STALL COUNTGAS METER COMMUNICATIONS MANHOLE ELECTRIC MANHOLE GAS MANHOLE ELECTRIC METER TELEPHONE PEDESTAL CABLE TV BOX GATE VALVE / HYDRANT SANITARY MANHOLE CLEAN OUT STORM MANHOLE STORM CATCH BASIN FLARED END SECTION SPOT ELEVATION CONTOUR RETAINING WALL BLOCK RETAINING WALL STONE RETAINING WALL RIGHT-OF-WAY LINE WIRE FENCE DECIDUOUS TREE ## VICINITY MAP LEGEND SURVEY NOTES Description from title commitment: Lot 3, Block 2, CHANHASSEN WEST BUSINESS PARK, Carver County, Minnesota. The following notes correspond to the reference numbers listed in Schedule B, Section 2 of the title commitment. 11. Utility and drainage easements as shown on the recorded plat of CHANHASSEN WEST BUSINESS PARK. According to the description in said document, easements burden and benefit the surveyed property as shown hereon. 12. Conditional Use Permit dated December 19, 1984; filed July 1, 1985 as Document No. 71933. According to the description in said document, the Conditional Use Permit benefits and burdens the surveyed property. Document is blanket in nature and is not graphically depicted hereon. 13. Conditional Use Permit dated December 19, 1984; filed July 1, 1985 as Document No. 71934. According to the description in said document, the Conditional Use Permit benefits and burdens the surveyed property. Document is blanket in nature and is not graphically depicted hereon. 14. Easement for drain tile filed in Book 61 of Deeds, Page 455. Right of Use of Drainage Easement and Drain Tile dated June 22, 1982; filed July 21, 1982 as Document No. 55715. According to the description in Document No. 55715 and the construction plans, the inlet lies in Lot 3, Block 2, ARBOR PARK FINAL ADDITION. The surveyed property may benefit from the easement depending on drainage patterns. 15. Development Contract Addendum A dated November 16, 2005; filed November 28, 2005 as Document No. A429887. Development Contract Addendum B dated August 14, 2006; filed September 13, 2006 as Document No. A449656. According to the description in said document, the surveyed property is burdened and benefited by said document. Development Contracts are blanket in nature and are not graphically depicted hereon. 16. Wetland Alteration Permit dated --; filed May 11, 2007 as Document No. A464090. According to the description in said document, the surveyed property is burdened and benefited by said document. The description of the location of the alterations is ambiguous and therefore, the surveyor is unable to ascertain the exact location. SUBJECT PROPERTY 1.The survey shows property corner monuments or witness to the corner that were found during the field work, as well as property corner monuments or witness to the corner set by the surveyor at locations where there did not appear to be any evidence of an existing monument. 2.The address of the surveyed property is shown on the graphical portion of the survey. 3.The surveyed property lies within Flood Plain Zone X – 'Areas determined to be outside the 0.2% annual chance flood plain', as depicted by scaled map location and graphic plotting according to FEMA, FIRM Map No. 27019C0227D dated 12/20/2018. 4.The gross land area of the surveyed property is 2.820 Acres or 122,832 Square Feet. 6a. The zoning information has not been provided by the client. 7a.No Buildings Observed 7b1. No Buildings Observed 8.Visible substantial features observed in the process of conducting the fieldwork are shown hereon. 9. No Parking Stalls Observed 10.Evidence of underground utilities existing on or serving the surveyed property is shown per the following: a) Plans and/or reports were not provided by the client. b) A Gopher State One Call (GSOC) request was placed on 04/25/2023 and assigned GSOC Ticket No. 231153075. Utility information shown hereon is a compilation of provided map information and those visible utilities and marked utilities which were located during the survey field work. Utility suppliers often do not respond to locate requests in the field but may provide maps, plans, and drawings in lieu of physical location. The surveyor makes no guarantees that the underground utilities shown hereon comprise all such utilities in the area, either in service or abandoned. The surveyor further does not warrant that the underground utilities shown hereon are in the exact location as indicated, although they are located as accurately as possible from the available information. The surveyor has not physically located the underground utilities. Pursuant to MS 216.D contact Gopher State One Call at (651-454-0002) prior to any excavation. 13.The names of adjoining land owners according to the current county tax records as of 05/03/2023 are shown on the survey. "TABLE A" NOTES CERTIFICATION SECTION 16, TOWNSHIP 116, RANGE 23, CARVER COUNTY, MINNESOTA N.T.S. ALTA/NSPS LAND TITLE SURVEY 1 1 SITE 18 GALPIN BLVDGALPIN CT LYMAN BLVD OBSERVED POSSIBLE ENCROACHMENTS 1.Gate and driveway crosses property line, as shown hereon.