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26 10-02 Blaze Chanhassen - Civil Drawings14 4 6 8 3 5 11 9 FULL DEPTH SAWCUT FULL DEPTH SAWCUT REMOVE SIGN REMOVE SIGN TREE PROTECTION FENCE TREE PROTECTION FENCE REMOVE LIGHT POLE REMOVE LIGHT POLE REMOVE LIGHT POLE REMOVE CATCH BASIN SEE C4-1 UTILITY PLAN FOR NEW CONNECTION PAST SOIL CONTAMINATION PRESENT FOLLOW ALL RECOMMENDED SOIL TESTING & DISPOSAL STEPS AS REQUIRED COORDINATE WITH UTILITY PROVIDERS ON SERVICES TO REMOVE OR REMAIN PROTECT WALL MAINTAIN PIPE TO HYDRANT SAWCUT & REMOVE ENCLOSURE PAD REMOVE GATE REMOVE WALL & FENCE FOR NEW GATE & SIDEWALK CONNECTION REMOVE ENCLOSURE FENCE LOUCKS W:\2026\260351\cadd Data\CIVIL\_dwg Sheet Files\C1-1 SITE DEMOLITION PLAN12755 Highway 55, Suite R100 Plymouth, MN 55441 763.424.5505 www.loucksinc.com PLANNING CIVIL ENGINEERING LAND SURVEYING LANDSCAPE ARCHITECTURE ENVIRONMENTAL C ADD f iles pr epar ed by t he Cons ult ant for this p roject ar e instruments of the Consultant professional services for use solely with respect to this project. These CADD files shall not be used on other projects, for additions to this project, or for completion of t his p r ojec t by ot her s w it hou t wr i t te n ap pr ov al b y t he C onsultant . With t he Cons ultant's appr oval, ot hers may be per mit t ed t o ob t ain cop ies of t he C AD D dr aw ing files f or information and reference only. All intentional or unintentional revisions, additions, or deletions to these CADD files shall be made at the full risk of that party making such revisions, additions or deletions and that party shall hold harmless and indemnify the Consultant from any & all responsibilities, claims, and liabilities. CADD QUALIFICATION QUALITY CONTROL PROFESSIONAL SIGNATURE SUBMITTAL/REVISIONS BLAZE CREDIT UNION CHANHASSEN 320 Lake Drive East Chanhassen, MN 55317 2025 Larpenteur Ave. W. Falcoln Heights, MN 55113 C1-1 DEMOLITION PLAN C2-1 SITE PLAN C3-1 GRADING PLAN C3-2 SWPPP C3-2 SWPPP NOTES C4-1 SANITARY AND WATERMAIN PLAN C4-2 STORM SEWER PLAN C8-1 CIVIL DETAILS C8-2 CIVIL DETAILS L0-1 TREE REPLACEMENT PLAN L1-1 LANDSCAPE PLAN L2-1 LANDSCAPE DETAILS 10/02/26 ENTITLEMENTS SUBMITTAL License No. Date I hereby certify that this plan, specification or report was prepared by me or under my direct supervision and that I am a duly Licensed Professional Engineer under the laws of the State of Minnesota. 46607 10/02/26 Brian M. Johnson - PE Review Date Project Lead Drawn By Checked By Loucks Project No. 10/02/26 BMJ BMJ BMJ 260351 N SCALE IN FEET 0 20 40 SITE DEMOLITION PLAN C1-1 1.CONTRACTOR SHALL REMOVE AND/OR RELOCATE EXISTING PRIVATE UTILITIES AS NECESSARY. CONTRACTOR TO COORDINATE ACTIVITIES WITH UTILITY COMPANIES & OWNER. 2.CLEAR AND GRUB AND REMOVE ALL TREES NOTED FOR REMOVAL, VEGETATION AND SITE DEBRIS WITHIN CONSTRUCTION LIMITS PRIOR TO GRADING. STRIP TOP SOIL AND STOCKPILE ON-SITE. ALL REMOVED MATERIAL SHALL BE HAULED FROM THE SITE DAILY. ALL CLEARING AND GRUBBING AND REMOVALS SHALL BE PERFORMED PER THE CONTRACT SPECIFICATIONS. EROSION CONTROL MEASURES SHALL BE IMMEDIATELY ESTABLISHED UPON REMOVAL. SEE THE STORMWATER POLLUTION PREVENTION PLAN (SWPPP) / GRADING & EROSION CONTROL PLAN. 3.CONTRACTOR SHALL PROTECT SURFACE AND SUBSURFACE FEATURES NOT NOTED FOR REMOVAL. CONTRACTOR TO NOTIFY ENGINEER WITH ANY CONFLICTS OR PLAN DISCREPANCIES. 4.CONTRACTOR TO SCHEDULE PRE-CONSTRUCTION MEETING(S) WITH UTILITY OWNER(S) TO DISCUSS DISCONNECTIONS AND/OR RELOCATIONS. 5.REFER TO TREE INVENTORY, TREE PRESERVATION, AND TREE REPLACEMENT PLAN FOR REMOVAL AND REPLACEMENT OF ON SITE TREES. 6.CONTRACTOR TO VERIFY LOCATION OF SEPTIC FIELD(S) & WELL(S) ON SITE. COORDINATE REMOVALS AND/OR ABANDONMENT WITH THE APPLICABLE GOVERNING AGENCIES. CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING APPLICABLE PERMITS. WELLS ON THE PROPERTY SHALL BE SEALED BY A MINNESOTA DEPARTMENT OF HEALTH (MDH) LICENSED CONTRACTOR. 7.BITUMINOUS PAVEMENT REMOVALS ARE TO BE MADE TO A VERTICAL SAW CUT OR TO A NEAT MILLED EDGE. 8.CONCRETE PAVEMENT, SIDEWALK, CURB & GUTTER AND OTHER POURED CONCRETE ITEMS ARE TO BE REMOVED TO AN EXISTING EXPANSION OR CONTRACTION JOINT. SAW CUT AS NECESSARY FOR A NEAT EDGE OF REMOVAL. 9.ANY DAMAGE TO ITEMS NOT NOTED TO BE REMOVED SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR AND SHALL BE REPAIRED OR REPLACED TO ORIGINAL CONDITION WITH NO ADDITIONAL COMPENSATION. 10.CONTRACTOR SHALL COORDINATE ALL WORK WITHIN THE PUBLIC RIGHT OF WAY WITH THE APPLICABLE GOVERNING AGENCIES. ALL WORK SHALL BE PERFORMED PER THE REQUIREMENTS OF THE APPLICABLE GOVERNING AGENCIES. 11.CONTRACTOR TO COORDINATE ALL WORK WITHIN THE ADJACENT PROPERTIES WITH THE OWNER AND ADJACENT PROPERTY OWNER. 12.CONTRACTOR TO COORDINATE DEMOLITION PHASING WITH ALL DISCIPLINES INCLUDING BUT NOT LIMITED TO ARCHITECTURAL, STRUCTURAL, ELECTRICAL, MECHANICAL, & OWNER. 13.REFER TO THE GEOTECHNICAL REPORT PREPARED BY XXX, DATED XX, XXXX FOR INFORMATION INCLUDING BUT NOT LIMITED TO GROUNDWATER CONDITIONS AND RECOMMENDATIONS FOR EXCAVATION DEWATERING. 14.THE CONTRACTOR SHALL COORDINATE WITH THE OWNER FOR ANY REPAIRS TO THE IRRIGATION SYSTEM THAT IS AFFECTED DURING CONSTRUCTION. SITE DEMOLITION NOTES TOLL FREE: 1-800-252-1166 TWIN CITY AREA: 651-454-0002 Gopher State One Call CALL BEFORE YOU DIG! WARNING: THE CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING FOR LOCATIONS OF ALL EXISTING UTILITIES. THEY SHALL COOPERATE WITH ALL UTILITY COMPANIES IN MAINTAINING THEIR SERVICE AND / OR RELOCATION OF LINES. THE CONTRACTOR SHALL CONTACT GOPHER STATE ONE CALL AT 651-454-0002 AT LEAST 48 HOURS IN ADVANCE FOR THE LOCATIONS OF ALL UNDERGROUND WIRES, CABLES, CONDUITS, PIPES, MANHOLES, VALVES OR OTHER BURIED STRUCTURES BEFORE DIGGING. THE CONTRACTOR SHALL REPAIR OR REPLACE THE ABOVE WHEN DAMAGED DURING CONSTRUCTION AT NO COST TO THE OWNER. MILL AND OVERLAY EXISTING PARKING LOT REMOVE EXISTING CURB & GUTTER, RETAINING WALLS, FENCE, ETC. REMOVE EXISTING MANHOLES, POWER POLES, LIGHT POLES, BOLLARDS, PARKING METERS, SIGNS, ETC. REMOVE EXISTING CONCRETE PAVING, SIDEWALKS, ETC. REMOVE EXISTING TREES REMOVE EXISTING UTILITIES REMOVE EXISTING BITUMINOUS PAVING REMOVE EXISTING BUILDING REMOVE EXISTING TREES/WOODS REMOVE EXISTING GRAVEL TREE PROTECTION FENCE DEMOLITION LEGEND FULL DEPTH SAW CUT PSBLPSBLPSBLPSBLPSBLPSBLPSBLPSBL PSBL PSBL PSBL PSBL PSBL PSBL PSBL PSBL PSBL PSBL PSBL BSBL BSBL BSBL BSBL BSBL BSBL BSBL BSBL BSBL BSBL BSBL BSBLBSBLBSBLBSBLBSBLBSBLBSBLBSBLBSBLBSBLBSBLBSBLBSBLBSBLBSBLBSBLBSBLBSBLBSBLBSBLBSBLBSBLNO PARKING PROPOSED CREDIT UNION 5,050 SF FFE-949.25DO NOT ENTERxxxxFFE=949.25 BYPASS LANEB612 CURB/GUTTER-TYP (SEE DETAIL) 20.0' 26.6' 18.0' 18.0' 18.5' 10.0'10.0' 18.5' 26.0' 9.0' 18.0' 9.0' 9.0' 26.0' 26.0' 18.0'18.0' 9.0'9.0' 6.0' 6.4' 6.0' 16.4' 30.4' DOOR DOOR DRIVETHRUWINDOWSDOOR 10.3' 11.7' 10.3' 10.0' 10.0'PAVERS (SEE ARCH PLANS FOR STYLE/PATTERN/DETAIL HC SIGN (SEE DETAIL) FLAT CURB (SEE DETAIL) CURB TAPER 6.0'R3.0' R14.0' R3.0' R3.0' R3.0' R3.0' R28.5' R14.0' R16.0' R15.0'R15.0' 6.0' 4.1' MONUMENT SIGN (BY OTHERS) R3.0' R3.0' R5.0' R3.0'R2.3' R14.0' R40.0' R3.0' R10.0' R3.0' R8.0' R3.0' CONCRETE APRON (SEE DETAIL) CURB AND GUTTER TO MATCH EXISTIN IN R.O.W. CURB AND GUTTER TO MATCH EXISTIN IN R.O.W. 2 FEET WIDE BIT. PATCH B612 CURB/GUTTER-TYP (SEE DETAIL) TRASH ENCLOSURE (SEE ARCH PLANS) SHARED WITH EAST NEIGHBOR PROPERTY LINE PROPERTY LINE PROPERTY LINE PROPERTY LINE CURB AND GUTTER TO MATCH EXISTIN IN R.O.W. 2 FEET WIDE BIT. PATCH CURB AND GUTTER TO MATCH EXISTIN IN R.O.W. CURB TAPER ADA RAMP (SEE DETAIL) ADA RAMP (SEE DETAIL) 6 FOOT WIDE CONCRETE SIDEWALK (SEE DETAIL) B618 CURB/GUTTER (SEE DETAIL) B618 CURB/GUTTER (SEE DETAIL) 9 8 11 7 8 MODIFIED CURB (SEE ARCH DETAIL) CURB TRANSITION CURB TRANSITION DO NOT ENTER SIGNS DO NOT ENTER SIGNS RETAINING WALL NEW FENCE TO REPLACE GATE (MATCH EXISTING) TRANSFORMER (SEE ELEC) FENCE (SEE ARCH) CONDENSORS 5.0' FENCE GATE (MATCH EXISTING) 5.0' PEDESTRIAN CROSS BARS (SEE DETAIL) REFER TO ARCH PLANS FOR DRIVE THROUGH EQUIPMENT INFORMATION FOUR (4) PARKING STALLS DESIGNATED FOR EAST NEIGHBOR CURB TAPER LOUCKS W:\2026\260351\cadd Data\CIVIL\_dwg Sheet Files\C2-1 SITE PLAN12755 Highway 55, Suite R100 Plymouth, MN 55441 763.424.5505 www.loucksinc.com PLANNING CIVIL ENGINEERING LAND SURVEYING LANDSCAPE ARCHITECTURE ENVIRONMENTAL C ADD f iles pr epar ed by t he Cons ult ant for this p roject ar e instruments of the Consultant professional services for use solely with respect to this project. These CADD files shall not be used on other projects, for additions to this project, or for completion of t his p r ojec t by ot her s w it hou t wr i t te n ap pr ov al b y t he C onsultant . With t he Cons ultant's appr oval, ot hers may be per mit t ed t o ob t ain cop ies of t he C AD D dr aw ing files f or information and reference only. All intentional or unintentional revisions, additions, or deletions to these CADD files shall be made at the full risk of that party making such revisions, additions or deletions and that party shall hold harmless and indemnify the Consultant from any & all responsibilities, claims, and liabilities. CADD QUALIFICATION QUALITY CONTROL PROFESSIONAL SIGNATURE SUBMITTAL/REVISIONS BLAZE CREDIT UNION CHANHASSEN 320 Lake Drive East Chanhassen, MN 55317 2025 Larpenteur Ave. W. Falcoln Heights, MN 55113 C1-1 DEMOLITION PLAN C2-1 SITE PLAN C3-1 GRADING PLAN C3-2 SWPPP C3-2 SWPPP NOTES C4-1 SANITARY AND WATERMAIN PLAN C4-2 STORM SEWER PLAN C8-1 CIVIL DETAILS C8-2 CIVIL DETAILS L0-1 TREE REPLACEMENT PLAN L1-1 LANDSCAPE PLAN L2-1 LANDSCAPE DETAILS 10/02/26 ENTITLEMENTS SUBMITTAL License No. Date I hereby certify that this plan, specification or report was prepared by me or under my direct supervision and that I am a duly Licensed Professional Engineer under the laws of the State of Minnesota. 46607 10/02/26 Brian M. Johnson - PE Review Date Project Lead Drawn By Checked By Loucks Project No. 10/02/26 BMJ BMJ BMJ 260351 N SCALE IN FEET 0 20 40 SITE PLAN C2-1 TOLL FREE: 1-800-252-1166 TWIN CITY AREA: 651-454-0002 Gopher State One Call CALL BEFORE YOU DIG! WARNING: THE CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING FOR LOCATIONS OF ALL EXISTING UTILITIES. THEY SHALL COOPERATE WITH ALL UTILITY COMPANIES IN MAINTAINING THEIR SERVICE AND / OR RELOCATION OF LINES. THE CONTRACTOR SHALL CONTACT GOPHER STATE ONE CALL AT 651-454-0002 AT LEAST 48 HOURS IN ADVANCE FOR THE LOCATIONS OF ALL UNDERGROUND WIRES, CABLES, CONDUITS, PIPES, MANHOLES, VALVES OR OTHER BURIED STRUCTURES BEFORE DIGGING. THE CONTRACTOR SHALL REPAIR OR REPLACE THE ABOVE WHEN DAMAGED DURING CONSTRUCTION AT NO COST TO THE OWNER. 1.ALL PAVING, CONCRETE CURB, GUTTER AND SIDEWALK SHALL BE FURNISHED AND INSTALLED IN ACCORDANCE WITH THE DETAILS SHOWN PER THE DETAIL SHEET(S) AND STATE/LOCAL JURISDICTION REQUIREMENTS. 2.ACCESSIBLE PARKING AND ACCESSIBLE ROUTES SHALL BE PROVIDED PER CURRENT ADA STANDARDS AND LOCAL/STATE REQUIREMENTS. 3.ALL CURB DIMENSIONS SHOWN ARE TO THE FACE OF CURB UNLESS OTHERWISE NOTED. 4.ALL BUILDING DIMENSIONS ARE TO THE OUTSIDE FACE OF WALL UNLESS OTHERWISE NOTED. 5.TYPICAL FULL SIZED PARKING STALL IS 9' X 18' UNLESS OTHERWISE NOTED. DRIVE AISLES ARE 26' IN WIDTH. 6.SEE SITE ELECTRICAL PLAN FOR SITE LIGHTING. CURRENT ZONING:BN NEIGHBORHOOD BUSINESS DISTRICT PROPOSED ZONING:BN NEIGHBORHOOD BUSINESS DISTRICT PROPERTY AREA:58,766 ± SF (1.35 ± AC) EXISTING IMPERVIOUS AREA:44,647 SF (76.0%) PROPOSED IMPERVIOUS AREA:38,014 SF (64.7%) PROPOSED PARKING:43 STALLS PROVIDED STANDARD STALLS:41 ADA ACCESSIBLE STALLS:2 (2 STALLS REQUIRED) 1.MINNESOTA STATE STATUTE REQUIRES NOTIFICATION PER "GOPHER STATE ONE CALL" PRIOR TO COMMENCING ANY GRADING, EXCAVATION OR UNDERGROUND WORK. 2.THE CONTRACTOR SHALL FIELD VERIFY LOCATIONS AND ELEVATIONS OF EXISTING UTILITIES AND TOPOGRAPHIC FEATURES PRIOR TO COMMENCEMENT OF CONSTRUCTION ACTIVITY. THE CONTRACTOR SHALL NOTIFY THE ENGINEER OF ANY DISCREPANCIES OR VARIATIONS FROM THE PLANS. 3.THE CONTRACTOR SHALL TAKE ALL PRECAUTIONS NECESSARY TO AVOID PROPERTY DAMAGE TO ADJACENT PROPERTIES DURING THE CONSTRUCTION PHASE OF THIS PROJECT. THE CONTRACTOR WILL BE HELD RESPONSIBLE FOR ANY DAMAGES TO ADJACENT PROPERTIES OCCURRING DURING THE CONSTRUCTION PHASE OF THIS PROJECT. 4.THE CONTRACTOR WILL BE RESPONSIBLE FOR PROVIDING AND MAINTAINING TRAFFIC CONTROL DEVICES SUCH AS BARRICADES, WARNING SIGNS, DIRECTIONAL SIGNS, FLAGMEN AND LIGHTS TO CONTROL THE MOVEMENT OF TRAFFIC WHERE NECESSARY. PLACEMENT OF THESE DEVICES SHALL BE APPROVED BY THE ENGINEER PRIOR TO PLACEMENT. TRAFFIC CONTROL DEVICES SHALL CONFORM TO THE APPROPRIATE MINNESOTA DEPARTMENT OF TRANSPORTATION STANDARDS. 5.IN ACCORDANCE WITH GENERALLY ACCEPTED CONSTRUCTION PRACTICES, THE CONTRACTOR WILL BE SOLELY AND COMPLETELY RESPONSIBLE FOR CONDITIONS ON THE JOB SITE, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY DURING THE PERFORMANCE OF THE WORK. THIS REQUIREMENT WILL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS. 6.ALL ENTRANCES AND CONNECTIONS TO CITY STREETS SHALL BE CONSTRUCTED PER THE REQUIREMENTS OF THE STATE AND LOCAL JURISDICTIONS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL PERMITS AND NOTIFICATIONS AS REQUIRED. CONCRETE PAVEMENT LIGHT DUTY BITUMINOUS PAVEMENT SITE NOTES SITE DATA GENERAL NOTES PAVEMENT LEGEND HEAVY DUTY CONCRETE PAVEMENT PARKING STALL COUNT ACCESSIBLE PARKING STALL 2 LEGEND CATCH BASIN STORM SEWER SANITARY SEWER WATERMAIN STORM MANHOLE SANITARY MANHOLE HYDRANT GATE VALVE SPOT ELEVATION SIGN LIGHT POLE POWER POLE WATER MANHOLE / WELL CONTOUR CONCRETE CURB UNDERGROUND ELECTRIC CONCRETE TELEPHONE PEDESTAL UNDERGROUND TELEPHONE UNDERGROUND GAS OVERHEAD UTILITY CHAIN LINK FENCE BUILDING RETAINING WALL NO PARKING UNDERGROUND FIBER OPTIC SANITARY SEWER SERVICE WATER SERVICE ELECTRIC METER GAS METER TREE LINE EXISTING PROPOSED 972 DRAINTILE 373PARKING SETBACK LINE BUILDING SETBACK LINE 2 FENCE FLARED END SECTION POST INDICATOR VALVE BENCHMARK SOIL BORING 3DIRECTION OF FLOW 1.0% 972.5 HEAVY DUTY BITUMINOUS PAVEMENT NO PARKING PROPOSED CREDIT UNION 5,050 SF FFE-949.25DO NOT ENTER948.75 948.82 948.47 948.16 947.60 947.69 947.20 946.89 946.46 947.59 947.48947.82 947.04947.43 949.21 949.21 950.25 950.27 948.61 948.00 948.65 947.48 947.65 947.83 947.88 947.80 947.45 947.05 947.12 947.27 947.68 948.47 948.53 948.13 948.08948.11 948.16948.59 948.50948.34 947.86 948.01 948.31 948.45948.37 948.40 948.41 948.29 2 . 5% 3.2% 3.4%2.4%2.3%2.4%2. 5 % 2.1% 1.8%1.8%2.8% 1.8%1.6%5 . 6%4.0%4.3%7.2%3.2%7.1%8.0%FFE=949.25 947 948 949 948.86 948.86 948.461.8%1.8%2.0%1.9%948.12948.54 948.30 947.48 947.86 947.56 948.45 948.27 948.47 948.78 948.78 947.75 947.75 948.95 947.92 949.06 9 4 8948949 9489 4 8 948 948.50 950 949 950 951 952 950 949947948 9 50 947 9 4 8 9498888888 8 95095095094894995195210:15:16:14:14:124:1GW=950.04 GW=950.39 TW=950.41TW=952.28TW=952.52 TW=950.06 88888 8 88 8888888948.10 948.20 948.19 948.10 8 8 8 81.8%1.8%1.8%945.90 945.93 947.73947.75 948.26 948.22 947.73 947.75 947.76 947.72 EXISTING WALL ON NEIGHBORING PROPERTY PROTECT LOUCKS W:\2026\260351\cadd Data\CIVIL\_dwg Sheet Files\C3-1 GRADING PLAN12755 Highway 55, Suite R100 Plymouth, MN 55441 763.424.5505 www.loucksinc.com PLANNING CIVIL ENGINEERING LAND SURVEYING LANDSCAPE ARCHITECTURE ENVIRONMENTAL C ADD f iles pr epar ed by t he Cons ult ant for this p roject ar e instruments of the Consultant professional services for use solely with respect to this project. These CADD files shall not be used on other projects, for additions to this project, or for completion of t his p r ojec t by ot her s w it hou t wr i t te n ap pr ov al b y t he C onsultant . With t he Cons ultant's appr oval, ot hers may be per mit t ed t o ob t ain cop ies of t he C AD D dr aw ing files f or information and reference only. All intentional or unintentional revisions, additions, or deletions to these CADD files shall be made at the full risk of that party making such revisions, additions or deletions and that party shall hold harmless and indemnify the Consultant from any & all responsibilities, claims, and liabilities. CADD QUALIFICATION QUALITY CONTROL PROFESSIONAL SIGNATURE SUBMITTAL/REVISIONS BLAZE CREDIT UNION CHANHASSEN 320 Lake Drive East Chanhassen, MN 55317 2025 Larpenteur Ave. W. Falcoln Heights, MN 55113 C1-1 DEMOLITION PLAN C2-1 SITE PLAN C3-1 GRADING PLAN C3-2 SWPPP C3-2 SWPPP NOTES C4-1 SANITARY AND WATERMAIN PLAN C4-2 STORM SEWER PLAN C8-1 CIVIL DETAILS C8-2 CIVIL DETAILS L0-1 TREE REPLACEMENT PLAN L1-1 LANDSCAPE PLAN L2-1 LANDSCAPE DETAILS 10/02/26 ENTITLEMENTS SUBMITTAL License No. Date I hereby certify that this plan, specification or report was prepared by me or under my direct supervision and that I am a duly Licensed Professional Engineer under the laws of the State of Minnesota. 46607 10/02/26 Brian M. Johnson - PE Review Date Project Lead Drawn By Checked By Loucks Project No. 10/02/26 BMJ BMJ BMJ 260351 N SCALE IN FEET 0 20 40 GRADING PLAN C3-1 TOLL FREE: 1-800-252-1166 TWIN CITY AREA: 651-454-0002 Gopher State One Call CALL BEFORE YOU DIG! WARNING: THE CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING FOR LOCATIONS OF ALL EXISTING UTILITIES. THEY SHALL COOPERATE WITH ALL UTILITY COMPANIES IN MAINTAINING THEIR SERVICE AND / OR RELOCATION OF LINES. THE CONTRACTOR SHALL CONTACT GOPHER STATE ONE CALL AT 651-454-0002 AT LEAST 48 HOURS IN ADVANCE FOR THE LOCATIONS OF ALL UNDERGROUND WIRES, CABLES, CONDUITS, PIPES, MANHOLES, VALVES OR OTHER BURIED STRUCTURES BEFORE DIGGING. THE CONTRACTOR SHALL REPAIR OR REPLACE THE ABOVE WHEN DAMAGED DURING CONSTRUCTION AT NO COST TO THE OWNER. 1.SPOT ELEVATIONS REPRESENT FINISHED SURFACE GRADES, GUTTER/FLOW LINE, FACE OF BUILDING, OR EDGE OF PAVEMENT UNLESS OTHERWISE NOTED. 2.CATCH BASINS AND MANHOLES IN PAVED AREAS SHALL BE SUMPED 0.04 FEET. ALL CATCH BASINS IN GUTTERS SHALL BE SUMPED 0.10 FEET. RIM ELEVATIONS SHOWN ON PLANS DO NOT REFLECT SUMPED ELEVATIONS. 3.ALL DISTURBED UNPAVED AREAS ARE TO RECEIVE MINIMUM OF 4 INCHES OF PREMIUM TOP SOIL AND SEED/MULCH OR SOD. THESE AREAS SHALL BE WATERED/MAINTAINED BY THE CONTRACTOR UNTIL VEGETATION IS ESTABLISHED. VERIFY WITH LANDSCAPE PLAN. 4.REFER TO THE REPORT OF GEOTECHNICAL EXPLORATION BY BRAUN INTERTEC DATED ****pending**** AND REVIEW FOR AN EXISTING SUBSURFACE SITE CONDITION ANALYSIS AND CONSTRUCTION RECOMMENDATIONS. 5.THE CONTRACTOR ALONG WITH THE OWNER SHALL OBTAIN ALL NECESSARY PERMITS AND APPROVALS FROM GOVERNING AUTHORITIES, INCLUDING ANY CITY PERMITS AND THE NPDES PERMIT FROM THE MPCA. 6.INSTALL EROSION CONTROL AND TREE PROTECTION MEASURES BEFORE BEGINNING SITE GRADING ACTIVITIES. SOME EROSION CONTROLS SUCH AS BALE CHECKS AND TEMPORARY SILT PONDS MAY BE INSTALLED AS GRADING OCCURS IN SPECIFIC AREAS. MAINTAIN EROSION CONTROLS THROUGHOUT THE GRADING PROCESS AND REMOVE WHEN TURF HAS BEEN ESTABLISHED. 7.THE CONTRACTOR SHALL ADHERE TO ALL REQUIREMENTS OF THE MPCA NPDES PERMIT. THE AREA TO BE DISTURBED SHALL BE MINIMIZED AND TURF SHALL BE ESTABLISHED WITHIN THE TIME REQUIRED. 8.GRADES SHOWN ARE FINISHED GRADES. 9.FINAL GRADING TOLERANCES ARE +/-0.1 FEET TO FINISH GRADES. 10.UNDER PAVEMENTS COMPACT THE UPPER 3 FEET OF SUBGRADE TO 100% STANDARD PROCTOR DENSITY AT OPTIMUM MOISTURE CONTENT AND 95% STANDARD PROCTOR DENSITY BLOW THE UPPER 3 FEET OF SUBGRADE. OUTSIDE PAVEMENT AREAS COMPACT EMBANKMENTS TO 95% STANDARD PROCTOR DENSITY. 11.A CITY RIGHT-OF-WAY PERMIT MAY BE REQUIRED PRIOR TO WORKING WITHIN CITY ROW. 12.TURF REINFORCEMENT MAT (TRM) SHALL BE LANDLOK 450, AS MANUFACTURED BY PROPEX GEOSOLUTIONS, OR APPROVED EQUAL. THE CONTRACTOR SHALL FOLLOW ALL OF THE MANUFACTURERS INSTRUCTIONS FOR INSTALLATION. 13.WORKING HOURS ARE 7:00 AM - 7:00 PM, MONDAY - FRIDAY; 9:00 AM TO 5:00 PM SATURDAYS. A 48 HOUR NOTICED IS REQUIRED FOR SATURDAY WORK. 14.DECOMPACTION OF ALL SOIL SURFACES COMPACTED DURING CONSTRUCTION AND REMAINING PERVIOUS UPON COMPLETION OF CONSTRUCTION SHALL ACHIEVE A SOIL COMPACTION TESTING PRESSURE OF LESS THAN 1,400 KILOPASCALS OR 200 POUNDS PER SQUARE INCH IN THE UPPER 12 INCHES OF SOIL OR A BULK DENSITY OF LESS THAN 1.4 GRAMS PER CUBIC CENTIMETER OR 87 POUNDS PER CUBIC FOOT IN THE UPPER 12 INCHES OF SOIL. 15.CONSTRUCTION ACTIVITIES SHALL BE CONDUCTED SO AS TO MINIMIZE THE POTENTIAL TRANSFER OF AQUATIC INVASIVE SPECIES (E.G., ZEBRA MUSSELS, EURASIAN WATERMILFOIL, ETC.) TO THE MAXIMUM EXTENT POSSIBLE. GRADING & DRAINAGE NOTES PARKING STALL COUNT ACCESSIBLE PARKING STALL 2 LEGEND CATCH BASIN STORM SEWER SANITARY SEWER WATERMAIN STORM MANHOLE SANITARY MANHOLE HYDRANT GATE VALVE SPOT ELEVATION SIGN LIGHT POLE POWER POLE WATER MANHOLE / WELL CONTOUR CONCRETE CURB UNDERGROUND ELECTRIC CONCRETE TELEPHONE PEDESTAL UNDERGROUND TELEPHONE UNDERGROUND GAS OVERHEAD UTILITY CHAIN LINK FENCE BUILDING RETAINING WALL NO PARKING UNDERGROUND FIBER OPTIC SANITARY SEWER SERVICE WATER SERVICE ELECTRIC METER GAS METER TREE LINE EXISTING PROPOSED 972 DRAINTILE 373PARKING SETBACK LINE BUILDING SETBACK LINE 2 FENCE FLARED END SECTION POST INDICATOR VALVE BENCHMARK SOIL BORING 3DIRECTION OF FLOW 1.0% 972.5 NO PARKING PROPOSED CREDIT UNION 5,050 SF FFE-949.25DO NOT ENTERFFE=949.25 947 948 949 9 4 8948949 9489 4 8 948 950 949 950 951 952 950 949947948 9 50 947 9 4 8 9498888888 8 95095095094894995195288888 8 88 88888888 8 8 8SFSFSFSFSFSFSFSFSF SF SF SF SFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFEROSION CONTROL FABRIC SILT FENCE-TYP (SEE DETAIL) SILT FENCE-TYP (SEE DETAIL) INLET PROTECTION-TYP (SEE DETAIL)INLET PROTECTION-TYP (SEE DETAIL) ROCK CONSTRUCTION ENTRANCE LOUCKS W:\2026\260351\cadd Data\CIVIL\_dwg Sheet Files\C3-2 SWPPP PLAN12755 Highway 55, Suite R100 Plymouth, MN 55441 763.424.5505 www.loucksinc.com PLANNING CIVIL ENGINEERING LAND SURVEYING LANDSCAPE ARCHITECTURE ENVIRONMENTAL C ADD f iles pr epar ed by t he Cons ult ant for this p roject ar e instruments of the Consultant professional services for use solely with respect to this project. These CADD files shall not be used on other projects, for additions to this project, or for completion of t his p r ojec t by ot her s w it hou t wr i t te n ap pr ov al b y t he C onsultant . With t he Cons ultant's appr oval, ot hers may be per mit t ed t o ob t ain cop ies of t he C AD D dr aw ing files f or information and reference only. All intentional or unintentional revisions, additions, or deletions to these CADD files shall be made at the full risk of that party making such revisions, additions or deletions and that party shall hold harmless and indemnify the Consultant from any & all responsibilities, claims, and liabilities. CADD QUALIFICATION QUALITY CONTROL PROFESSIONAL SIGNATURE SUBMITTAL/REVISIONS BLAZE CREDIT UNION CHANHASSEN 320 Lake Drive East Chanhassen, MN 55317 2025 Larpenteur Ave. W. Falcoln Heights, MN 55113 C1-1 DEMOLITION PLAN C2-1 SITE PLAN C3-1 GRADING PLAN C3-2 SWPPP C3-2 SWPPP NOTES C4-1 SANITARY AND WATERMAIN PLAN C4-2 STORM SEWER PLAN C8-1 CIVIL DETAILS C8-2 CIVIL DETAILS L0-1 TREE REPLACEMENT PLAN L1-1 LANDSCAPE PLAN L2-1 LANDSCAPE DETAILS 10/02/26 ENTITLEMENTS SUBMITTAL License No. Date I hereby certify that this plan, specification or report was prepared by me or under my direct supervision and that I am a duly Licensed Professional Engineer under the laws of the State of Minnesota. 46607 10/02/26 Brian M. Johnson - PE Review Date Project Lead Drawn By Checked By Loucks Project No. 10/02/26 BMJ BMJ BMJ 260351 N SCALE IN FEET 0 20 40 SWPPP PLAN C3-2 SEE SHEET C3-3 FOR SWPPP NOTES AND C8-1 FOR SWPPP DETAILS. GENERAL NOTES TOLL FREE: 1-800-252-1166 TWIN CITY AREA: 651-454-0002 Gopher State One Call CALL BEFORE YOU DIG! WARNING: THE CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING FOR LOCATIONS OF ALL EXISTING UTILITIES. THEY SHALL COOPERATE WITH ALL UTILITY COMPANIES IN MAINTAINING THEIR SERVICE AND / OR RELOCATION OF LINES. THE CONTRACTOR SHALL CONTACT GOPHER STATE ONE CALL AT 651-454-0002 AT LEAST 48 HOURS IN ADVANCE FOR THE LOCATIONS OF ALL UNDERGROUND WIRES, CABLES, CONDUITS, PIPES, MANHOLES, VALVES OR OTHER BURIED STRUCTURES BEFORE DIGGING. THE CONTRACTOR SHALL REPAIR OR REPLACE THE ABOVE WHEN DAMAGED DURING CONSTRUCTION AT NO COST TO THE OWNER. SWPPP LEGEND INLET PROTECTION SF SILT FENCE BIO ROLLS ROCK CONSTRUCTION ENTRANCE EROSION CONTROL FABRIC LOUCKS W:\2026\260351\cadd Data\CIVIL\_dwg Sheet Files\C3-3 SWPPP NOTES12755 Highway 55, Suite R100 Plymouth, MN 55441 763.424.5505 www.loucksinc.com PLANNING CIVIL ENGINEERING LAND SURVEYING LANDSCAPE ARCHITECTURE ENVIRONMENTAL C ADD f iles pr epar ed by t he Cons ult ant for this p roject ar e instruments of the Consultant professional services for use solely with respect to this project. These CADD files shall not be used on other projects, for additions to this project, or for completion of t his p r ojec t by ot her s w it hou t wr i t te n ap pr ov al b y t he C onsultant . With t he Cons ultant's appr oval, ot hers may be per mit t ed t o ob t ain cop ies of t he C AD D dr aw ing files f or information and reference only. All intentional or unintentional revisions, additions, or deletions to these CADD files shall be made at the full risk of that party making such revisions, additions or deletions and that party shall hold harmless and indemnify the Consultant from any & all responsibilities, claims, and liabilities. CADD QUALIFICATION QUALITY CONTROL PROFESSIONAL SIGNATURE SUBMITTAL/REVISIONS BLAZE CREDIT UNION CHANHASSEN 320 Lake Drive East Chanhassen, MN 55317 2025 Larpenteur Ave. W. Falcoln Heights, MN 55113 C1-1 DEMOLITION PLAN C2-1 SITE PLAN C3-1 GRADING PLAN C3-2 SWPPP C3-2 SWPPP NOTES C4-1 SANITARY AND WATERMAIN PLAN C4-2 STORM SEWER PLAN C8-1 CIVIL DETAILS C8-2 CIVIL DETAILS L0-1 TREE REPLACEMENT PLAN L1-1 LANDSCAPE PLAN L2-1 LANDSCAPE DETAILS 10/02/26 ENTITLEMENTS SUBMITTAL License No. Date I hereby certify that this plan, specification or report was prepared by me or under my direct supervision and that I am a duly Licensed Professional Engineer under the laws of the State of Minnesota. 46607 10/02/26 Brian M. Johnson - PE Review Date Project Lead Drawn By Checked By Loucks Project No. 10/02/26 BMJ BMJ BMJ 260351 SWPPP NOTES C3-3 1.THE NATURE OF THIS PROJECT WILL CONSIST OF CONSTRUCTING A SINGLE STORY CREDIT UNION & THE ASSOCIATED PARKING, UTILITIES, & STORM WATER MANAGEMENT AREAS . 2.THE INTENDED SEQUENCING OF MAJOR CONSTRUCTION ACTIVITIES ARE AS FOLLOWS: A.INSTALL VEHICLE TRACKING BMP B.INSTALL SILT FENCE AND BIO-ROLLS AROUND SITE C.CLEAR AND GRUB SITE D.STRIP AND STOCKPILE TOPSOIL E.REMOVE PAVEMENTS AND UTILITIES F.CONSTRUCT STORMWATER MANAGEMENT BASINS G.ROUGH GRADE SITE H.IMPORT CLEAN FILL FOR REPLACEMENT AND BALANCE I.INSTALL UTILITIES J.INSTALL BUILDING FOUNDATIONS K.INSTALL CURB AND GUTTER L.INSTALL PAVEMENTS AND WALKS M.FINAL GRADE SITE N.SEED AND MULCH O.WHEN ALL CONSTRUCTION ACTIVITY IS COMPLETE AND THE SITE IS STABILIZED, REMOVE SILT FENCE AND RESEED ANY AREAS DISTURBED BY THE REMOVAL. 3.SITE DATA: AREA OF DISTURBANCE (VS PROPERTY AREA ON C2-1):1.44± AC PRE-CONSTRUCTION IMPERVIOUS AREA:1.10 AC POST-CONSTRUCTION IMPERVIOUS AREA:0.93 AC GENERAL SOIL TYPE:SEE GEOTECHNICAL REPORT BY BRAUN INTERTEC DATED JULY 27, 2026. 4.THE LOCATION OF AREAS NOT TO BE DISTURBED MUST BE IDENTIFIED WITH FLAGS, STAKES, SIGNS, SILT FENCE, ETC. BEFORE CONSTRUCTION BEGINS. 5.ALL DISTURBED GROUND LEFT INACTIVE FOR SEVEN (7) OR MORE DAYS SHALL BE STABILIZED BY SEEDING OR SODDING (ONLY AVAILABLE PRIOR TO SEPTEMBER 15) OR BY MULCHING OR COVERING OR OTHER EQUIVALENT CONTROL MEASURE. 6.ON SLOPES 3:1 OR GREATER MAINTAIN SHEET FLOW AND MINIMIZE RILLS AND/OR GULLIES, SLOPE LENGTHS CAN NOT BE GREATER THAN 75 FEET. DENOTES SLOPES GREATER THAN 3:1. ALL 3:1 SLOPES TO BE STABILIZED WITH EROSION CONTROL BLANKET 7.ALL STORM DRAINS AND INLETS MUST BE PROTECTED UNTIL ALL SOURCES OF POTENTIAL DISCHARGE ARE STABILIZED. 8.TEMPORARY SOIL STOCKPILES MUST HAVE EFFECTIVE SEDIMENT CONTROL AND CAN NOT BE PLACED IN SURFACE WATERS OR STORM WATER CONVEYANCE SYSTEMS. TEMPORARY STOCKPILES WITHOUT SIGNIFICANT AMOUNT OF SILT, CLAY, OR ORGANIC COMPOUNDS ARE EXEPMT EX: CLEAN AGGREGATE STOCK PILES, DEMOLITION CONCRETE STOCKPILES, SAND STOCKPILES. 9.SEDIMENT LADEN WATER MUST BE DISCHARGED TO A SEDIMENTATION BASIN WHENEVER POSSIBLE. IF NOT POSSIBLE, IT MUST BE TREATED WITH THE APPROPRIATE BMP'S. 10.SOLID WASTE MUST BE DISPOSED OF PROPERLY AND MUST COMPLY WITH MPCA DISPOSAL REQUIREMENTS. 11.EXTERNAL WASHING OF CONSTRUCTION VEHICLES MUST BE LIMITED TO A DEFINED AREA OF THE SITE, RUNOFF MUST BE PROPERLY CONTAINED. 12.NO ENGINE DEGREASING IS ALLOWED ON SITE. 13.THE OWNER WHO SIGNS THE NPDES PERMIT APPLICATION IS A PERMITTEE AND IS RESPONSIBLE FOR COMPLIANCE WITH ALL TERMS AND CONDITIONS OF THE PERMIT. THE OPERATOR (CONTRACTOR) WHO SIGNS THE NPDES PERMIT APPLICATION IS A PERMITTEE FOR ALL APPLICABLE CONSTRUCTION ACTIVITY REQUIREMENTS FOUND IN SECTIONS 3, 4, 6-24 OF THE NPDES PERMIT AND IS JOINTLY RESPONSIBLE WITH THE OWNER FOR COMPLIANCE WITH THOSE PORTIONS OF THE PERMIT. 14.TERMINATION OF COVERAGE-PERMITTEE(S) WISHING TO TERMINATE COVERAGE MUST SUBMIT A NOTICE OF TERMINATION (NOT) TO THE MPCA. ALL PERMITTEE(S) MUST SUBMIT A NOT WITHIN 30 DAYS AFTER ONE OR MORE OF THE FOLLOWING CONDITIONS HAVE BEEN MET: A.FINAL STABILIZATION, PER NPDES PERMIT SECTION 13 HAS BEEN ACHIEVED ON ALL PORTIONS OF THE SITE FOR WHICH THE PERMITTEE IS RESPONSIBLE. B.TRANSFER OF OWNERSHIP AS DESCRIBED IN THE PERMIT. 15. INSPECTIONS A.INITIAL INSPECTION FOLLOWING SILT FENCE INSTALLATION BY CITY REPRESENTATIVE IS REQUIRED. B.EXPOSED SOIL AREAS: ONCE EVERY 7 DAYS AND WITHIN 24 HOURS FOLLOWING A 0.5" OVER 24 HOUR RAIN EVENT. C.STABILIZED AREAS: ONCE EVERY 30 DAYS D.FROZEN GROUND: AS SOON AS RUNOFF OCCURS OR PRIOR TO RESUMING CONSTRUCTION. E.INSPECTION AND MAINTENANCE RECORDS MUST BE RETAINED FOR 3 YEARS AFTER FILING OF THE NOTICE OF TERMINATION AND MUST INCLUDE: DATE AND TIME OF ACTION, NAME OF PERSON(S) CONDUCTING WORK, FINDING OF INSPECTIONS AND RECOMMENDATIONS FOR CORRECTIVE ACTION, DATE AND AMOUNT OF RAINFALL EVENTS GREATER THAN 0.5 INCHES IN A 24 HOUR PERIOD. 16. MINIMUM MAINTENANCE A.SILT FENCE TO BE REPAIRED, REPLACED, SUPPLEMENTED WHEN NONFUNCTIONAL, OR 1/3 FULL; WITHIN 24 HOURS B.SEDIMENT BASINS DRAINED AND SEDIMENT REMOVED WHEN REACHES 1/2 STORAGE VOLUME. REMOVAL MUST BE COMPLETE WITHIN 72 HOURS OF DISCOVERY. C.SEDIMENT REMOVED FROM SURFACE WATERS WITHIN (7)SEVEN DAYS D.CONSTRUCTION SITE EXITS INSPECTED, TRACKED SEDIMENT REMOVED WITH 24 HOURS. E.PROVIDE COPIES OF EROSION INSPECTION RESULTS TO CITY ENGINEER FOR ALL EVENTS GREATER THAN 12" IN 24 HOURS 17.THE SWPPP, INCLUDING ALL CHANGES TO IT, AND INSPECTIONS AND MAINTENANCE RECORDS MUST BE KEPT AT THE SITE DURING CONSTRUCTION ACTIVITY BY THE PERMITTEE(S) WHO HAVE OPERATIONAL CONTROL OF THE SITE. 18.OWNER MUST KEEP RECORDS OF ALL PERMITS REQUIRED FOR THE PROJECT, THE SWPPP, ALL INSPECTIONS AND MAINTENANCE, PERMANENT OPERATION AND MAINTENANCE AGREEMENTS, AND REQUIRED CALCULATIONS FOR TEMPORARY AND PERMANENT STORM WATER MANAGEMENT SYSTEMS. THESE RECORDS MUST BE RETAINED FOR THREE YEARS AFTER FILING NPDES NOTICE OF TERMINATION. 19.SWPPP MUST BE AMENDED WHEN: A.THERE IS A CHANGE IN DESIGN, OPERATION, MAINTENANCE, WEATHER OR SEASONAL CONDITIONS THAT HAS A SIGNIFICANT EFFECT ON DISCHARGE B.INSPECTIONS INDICATE THAT THE SWPPP IS NOT EFFECTIVE AND DISCHARGE IS EXCEEDING WATER QUALITY STANDARDS. C.THE BMP'S IN THE SWPPP ARE NOT CONTROLLING POLLUTANTS IN DISCHARGES OR IS NOT CONSISTENT WITH THE TERMS AND CONDITIONS OF THE PERMIT. 20.CONCRETE WASHOUT AREA A.CONCRETE WASH-OUT IS NOT ALLOWED ON-SITE. 21.IN THE EVENT OF ENCOUNTERING A WELL OR SPRING DURING CONSTRUCTION CONTRACTOR TO CEASE CONSTRUCTION ACTIVITY AND NOTIFY ENGINEER. 22.PIPE OULTETS MUST BE PROVIDED WITH TEMPORARY OR PERMANENT ENERGY DISSIPATION WITHIN 24 HOURS AFTER CONNECTION TO A SURFACE WATER. 23.FINAL STABILIZATION FINAL STABILIZATION REQUIRES THAT ALL SOIL DISTURBING ACVTIVITIES HAVE BEEN COMPLETED AND THAT DISTURBED AREAS ARE STABILIZED BY A UNIFORM PERENNIAL VEGETATIVE COVER WITH 70% OF THE EXPECTED FINAL DENSITY, AND THAT ALL PERMANENT PAVEMENTS HAVE BEEN INSTALLED. ALL TEMPORARY BMP'S SHALL BE REMOVED, DITCHES STABILIZED, AND SEDIMENT SHALL BE REMOVED FROM PERMANENT CONVEYANCES AND SEDIMENTATION BASINS IN ORDER TO RETURN THE POND TO DESIGN CAPACITY. 24. TEMPORARY SEDIMENTATION BASINS A.THE TEMPORARY SEDIMENTATION BASINS SHALL BE CONSTRUCTED AND MADE OPERATIONAL PRIOR TO DISTURBANCE OF 10 OR MORE ACRES DRAINING TO A COMMON LOCATION. B.TEMPORARY SEDIMENTATION BASINS ARE REQUIRED PRIOR TO RUNOFF LEAVING THE CONSTRUCTION SITE OR ENTERING SURFACE WATERS WHEN 10 OR MORE ACRES OF DISTURBED SOILS DRAIN TO A COMMON LOCATION. THE BASIN MUST PROVIDE 3,600 CUBIC FEET OF STORAGE BELOW THE OUTLET PER ACRE DRAINED. IF HYDRAULIC CALCULATIONS ARE AVAILABLE, THE TEMPORARY SEDIMENTATION BASIN MUST PROVIDE A STORAGE VOLUME EQUIVALENT TO THE 2-YEAR, 24-HOUR STORM, BUT IN NO CASE LESS THAN 1800 CUBIC FEET PER ACRE DRAINED. THE TEMPORARY SEDIMENTATION BASIN MUST BE CONSTRUCTED AND MADE OPERATIONAL CONCURRENT WITH THE START OF SOIL DISTURBANCE UP GRADIENT OF THE POND. THE TEMPORARY SEDIMENTATION BASIN SHALL BE DESIGNED TO PREVENT SHORT CIRCUITING. THE OUTFALL SHALL BE DESIGNED TO REMOVE FLOATABLE DEBRIS, ALLOW FOR COMPLETE DRAWDOWN OF THE POND FOR MAINTENANCE ACTIVITIES, AND HAVE ENERGY DISSIPATION. THE EMERGENCY SPILLWAY SHALL BE STABILIZED. C.TEMPORARY SEDIMENTATION BASINS SHALL BE SITUATED OUTSIDE OF SURFACE WATERS AND ANY REQUIRED BUFFER ZONE, AND MUST BE DESIGNED TO AVOID DRAINING WETLANDS, UNLESS THE IMPACT IS IN COMPLIANCE WITH THE REQUIREMENTS OF THIS PERMIT. D.EXCESSIVE SEDIMENT-LADEN WATER THAT IS NOT PROPERLY FILTERED WILL NOT BE PERMITTED TO DISCHARGE FROM SITE. 25.DEWATERING AND BASIN DRAINING A.TURBID OR SEDIMENT-LADEN WATERS RELATED TO DEWATERING OR BASIN DRAINING SHALL BE DISCHARGED TO A TEMPORARY OR PERMANENT SEDIMENTATION BASIN ON THE PROJECT SITE UNLESS INFEASIBLE. THE TEMPORARY OR PERMANENT BASIN MAY DISCHARGE TO SURFACE WATERS IF THE BASIN WATER HAS BEEN VISUALLY CHECKED TO ENSURE ADEQUATE TREATMENT HAS BEEN OBTAINED IN THE BASIN AND THAT THE NUISANCE CONDITIONS WILL NOT RESULT FROM THE DISCHARGE. DISCHARGE POINTS SHALL BE ADEQUATELY PROTECTED FROM EROSION AND PROPER VELOCITY DISSIPATION PROVIDED. B.ALL WATER FROM DEWATERING OR BASIN-DRAINING ACTIVITIES MUST BE DISCHARGED IN A MANNER THAT DOES NOT CAUSE NUISANCE CONDITIONS, EROSION IN THE RECEIVING CHANNELS OR ON DOWN SLOPE PROPERTIES, OR INUNDATION IN WETLANDS CAUSING SIGNIFICANT ADVERSE IMPACTS TO THE WETLAND. C.IF FILTERS WITH BACKWASH WATERS ARE USED, THE BACKWASH WATER SHALL BE HAULED AWAY FOR DISPOSAL, RETURNED TO THE BEGINING OF THE TREATMENT PROCESS, OR INCORPORATED INTO SITE IN A MANNER THAT DOES NOT CAUSE EROSION. BACKWASH WATER MAY BE DISCHARGED TO SANITARY SEWER IF PERMISSION IS GRANTED BY THE SANITARY SEWER AUTHORITY. 26.POLLUTION PREVENTION A.BUILDING PRODUCTS THAT HAVE THE POTENTIAL TO LEACH POLLUTANTS MUST BE UNDER COVER TO PREVENT DISCHARGE OR PROTECTED BY AN EFFECTIVE MEANS DESIGNED TO MINIMIZE CONTACT WITH STORMWATER. B.PESTICIDES, HERBICIDES, INSECTICIDES, FERTILIZERS, TREATMENT CHEMICALS, AND LANDSCAPE MATERIALS MUST BE UNDER COVER. C.HAZARDOUS MATERIALS AND TOXIC WASTE MUST BE PROTECTED TO PREVENT VANDALISM. D.SOLID WASTE MUST BE STORED, COLLECTED AND DISPOSED OF IN COMPLIANCE WITH MINN. R. CH 7035. E.PORTABLE TOILETS MUST BE POSITIONED SO THAT THEY ARE SECURE AND WILL NOT BE TIPPED OR KNOCKED OVER. SANITARY WASTE MUST BE DISPOSED OF PROPERLY IN ACCORDANCE WITH MINN. R. CH 7041. F.DISCHARGE OF SPILLED OR LEAKED CHEMICALS, INCLUDING FUEL, FROM ANY AREA WHERE CHEMICALS OR FUEL WILL BE LOADED OR UNLOADED SHALL BE PREVENTED USING DRIP PANS OR ABSORBENTS. SUPPLIES SHALL BE AVAILABLE AT ALL TIMES TO CLEAN UP DISCHARGED MATERIALS AND THAT AN APPROPRIATE DISPOSAL METHOD MUST BE AVAILABLE FOR RECOVERED SPILLED MATERIALS. 27. DESIGN CALCULATIONS TEMPORARY & PERMANENT STORMWATER TREATMENT ARE DESIGNED TO MEET MPCA GENERAL & SPECIAL WATER REQUIREMENTS. CALCULATIONS ARE PART OF THE HYDROLOGY REPORT, WHICH IS TO BE CONSIDERED PART OF THE SWPP DOCUMENTS. SEE HYDROLOGY REPORT FOR ADDITIONAL INFORMATION. 28.GENERAL STORMWATER DISCHARGE REQUIREMENTS ALL REQUIREMENTS LISTED IN SECTIONS 5-7, 14, 16-19, 21, 24 OF THE PERMIT FOR DESIGN OF THE PERMANENT STORMWATER MANAGEMENT SYSTEM AND DISCHARGE HAVE BEEN INCLUDED IN THE PREPARATION OF THIS SWPP. THESE INCLUDE BUT ARE NOT LIMITED TO: A.THE EXPECTED AMOUNT, FREQUENCY, INTENSITY, AND DURATION PRECIPITATION. B.THE NATURE OF STORMWATER RUNOFF AND RUN-ON AT THE SITE. C.PEAK FLOW RATES AND STORWATER VOLUMES TO MINIMIZE EROSION AT OUTLETS AND DOWNSTREAM CHANNEL AND STREAM BANK EROSION. D.THE RANGE OF SOIL PARTICLE SIZES EXPECTED TO BE PRESENT ON THE SITE. 29.CONSTRUCTION OF FILTRATION BASINS A.NO HEAVY TRAFFIC ON FILTRATION AREAS. CONSTRUCTION TO BE DONE WITH MINIMAL COMPACTION TO FILTRATION AREAS. IF COMPACTION IS ENCOUNTERED, BASIN SOILS FOR THE FIRST & MUST BE REMOVED & RELAID. B.INFILTRATION SYSTEMS MUST NOT BE EXCAVATED TO FINAL GRADE UNTIL THE CONTRIBUTING DRAINAGE AREA HAD BEEN CONSTRUCTED AND FULLY STABILIZED UNLESS RIGOROUS EROSIN PREVENTION AND SEDIMENT CONTROLS ARE PROVIDED( SECTION 16.4). C.WHEN AN INFILTRATION SYSTEM IS EXCAVATED TO FINAL GRADE (OR WITHIN THREE (3) FEET OF FINAL GRADE), THE PERMITTEE(S) MUST EMPLOY RIGOROUS EROSION PREVENTION AND SEDIMENT CONTROLS (E.G., DIVERSION BERMS) TO KEEP SEDIMENT AND RUNOFF COMPLETELY AWAY FROM THE INFILTRATION AREA. THE AREA MUST BE STAKED OFF AND MARKED SO THAT HEAVY CONSTRUCTION VEHICLES OR EQUIPMENT WILL NOT COMPACT THE SOIL IN THE PROPOSED INFILTRATION AREA. D.TO PREVENT CLOGGING OF THE INFILTRATION OR FILTRATION SYSTEM, THE PERMITTEE(S) MUST USE A PRETREATMENT DEVICE SUCH AS A VEGETATED FILTER STRIP, SMALL SEDIMENTATION BASIN, OR WATER QUALITY INLET (E.G., GRIT CHAMBER) TO SETTLE PARTICULATES BEFORE THE STORMWATER DISCHARGES INTO THE INFILTRATION OF FILTRATION SYSTEM. 30.POST CONSTRUCTION THE WATER QUALITY VOLUME THAT MUST BE RETAINED ON SITE BY THE PROJECT'S PERMANENT STORMWATER MANAGEMENT SYSTEM DESCRIBED IN SECTION 15 SHALL BE ONE (1) INCH OF RUNOFF FROM THE NEW IMPERVIOUS SURFACES CREATED BY THE PROJECT. SEE SECTION 15. FOR MORE INFORMATION ON INFILTRATION DESIGN, PROHIBITIONS AND APPROPRIATE SITE CONDITIONS. 31.RESPONSIBILITIES A.THE OWNER MUST IDENTIFY A CONTRACTOR WHO WILL OVERSEE THE SWPPP IMPLEMENTATION AND THE PERSON RESPONSIBLE FOR INSPECTION AND MAINTENANCE: B.THE OWNER MUST IDENTIFY THE A PERSON WHO WILL BE RESPONSIBLE FOR LONG TERM OPERATIONS AND MAINTENANCE OF THE PERMANENT STORMWATER MANAGEMENT SYSTEM: 32.TRAINING REQEMENTS THE PERMITTES(S) SHALL ENSURE THE FOLLOWING INDIVIDUALS IDENTIFIED IN THIS PART HAVE BEEN TRIANED IN ACCORDANCE WITH THIS PERMIT'S TRAINING REQUIREMENTS. 1. WHO MUST BE TRAINED: A. INDIVIDUAL(S) PREPARING THE SWPPP FOR THE PROJECT B. INDIVIDUAL(S) OVERSEEING IMPLEMENTATION OF, REVISING, AND/OR AMENDING THE SWPPP AND INDIVIDUALS(S) PERFORMING INSPECTIONS FOR THE PROJECT. ONE OF THESE INDIVDUAL(S) MUST BE AVAILABLE FOR AN ONSITE INSPECTION WITHIN 72 HOURS UPON REQUEST BY THE MPCA. C.INDIVIDUAL(S) PERFORMING OR SUPERVISING THE INSTALLATION, MAINTENANCE AND REPAIR OF BMPS. AT LEAST ONE INDIVIDUAL ON A PROJECT MUST BE TRAINED IN THES JOB DUTIES. 2.TRAINING CONTENT: THE CONTENT AND EXTENT OF TRAINING MUST BE COMMENSURATE WITH THE INDIVIDUAL'S JOB DUTIES AND RESPONSIBILITIES WITH REGARD TO ACTIVITIES COVERED UNDER THIS PERMIT FOR THE PROJECT. AT LEAST ONE INDIVIDUAL PRESENT ON THE PERMITTED PROJECT SITE (OR AVAVILABLE TO THE PROJECT SITE IN 72 HOURS) MUST BE TRAINED IN THE JOB DUTIES DESCRIBED IN SECTION 21.2B AND SECTION 21.2C. 33.THE PERMITTEE(S) SHALL ENSURE THAT THE INDIVIDUALS ARE TRAINED BY LOCAL, STATE, FEDERAL AGENCIES, PROFESSIONAL OR OTHER ENTITIES WITH EXPERTISE IN EROSION PREVENTION, SEDIMENT CONTROL, PERMANENT STORMWATER MANAGEMENT AND THE MINNESOTA NPDES/SDS CONSTRUCTION STORMWATER PERMIT. AN UPDATE REFESHER-TREINING MUST BE ATTENDED EVERY THREE (3) YEARS STARTING THREE (3) YEARS FROM THE ISSUANCE DATE OF THIS PERMIT. 33.LIST OF CONTACTS * MPCA 24HR. HAZARDOUS SPILL HOTLINE: 651-649-5457 OF 80420798 DESCRIPTION UNIT TEMPORARY ROCK CONSTRUCTION ENTRANCE EA PREFABRICATED CONCRETE WASHOUT EA SILT FENCE (STANDARD)LF BIO-ROLL LF INLET PROTECTION EA QUANTITY 1 NOT ALLOWED 645 - 8 TITLE NAME OWNER REP.PATRICK MCCANN COMPANY PHONE NUMBER BLAZE PROJECT MANAGER BRIAN JOHNSON LOUCKS 763-496-6745 ENGINEER SWPPP BRIAN JOHNSON 763-496-6745LOUCKS CONTRACTOR SITE MANGER 651-641-2106 SWPPP NOTES ESTIMATED QUANTITIES CERTIFICATION VICINITY MAP CONSTRUCTION STORMWATER SPECIAL WATERS SEARCH MAP EROSION CONTROL FABRIC SY 184 GREINER CONSTRUCTION GREINER CONSTRUCTION NO PARKING PROPOSED CREDIT UNION 5,050 SF FFE-949.25DO NOT ENTERFFE=949.25 SAN STUB#102 INV=938.99 (6") E SAN MH#101 RIM=948.26 INV=938.88 (6") W INV=936.88 (6") S 21 LF 6" PVC SAN @ 0.51% 4 444490 LF 6" PVC SAN @ 0.71% SAN STUB#100 INV=936.24 (6") N INV=935.64 (FIELD VERIFY)8888888 8 88888 8 88 88888888 8 8 86" FIRE SERVICE. COORDINATE EXACT LOCATION AND INVERT WITH MECHANICAL. 2" DOMESTIC SERVICE. COORDINATE EXACT LOCATION AND INVERT WITH MECHANICAL. CONNECT TO EXISTING WATERMAIN WITH 6" C900 FIRE SERVICE AND GATE VALVE & 2" HPDE DOMESTIC SERVICE AND GATE VALVE PER CITY STANDARDS. VERIFY EXACT LOCATION AND INVERT OF EXISTING WATER MAIN. 226 LF -6" C900 FIRE SERVICE231 LF - 2" HDPE DOMESTIC SERVICE FIRE DEPARTMENT CONNECTION 141'-FDC TO HYDRANT COORDINATE FIBER & POWER WITH UTILIT PROVIDERS & SITE ELECTRICAL PLAN 11' 12' 90° BENDS 22.5° BENDS 67.5° BENDS LOUCKS W:\2026\260351\cadd Data\CIVIL\_dwg Sheet Files\C4-1 SANITARY AND WATERMAIN PLAN12755 Highway 55, Suite R100 Plymouth, MN 55441 763.424.5505 www.loucksinc.com PLANNING CIVIL ENGINEERING LAND SURVEYING LANDSCAPE ARCHITECTURE ENVIRONMENTAL C ADD f iles pr epar ed by t he Cons ult ant for this p roject ar e instruments of the Consultant professional services for use solely with respect to this project. These CADD files shall not be used on other projects, for additions to this project, or for completion of t his p r ojec t by ot her s w it hou t wr i t te n ap pr ov al b y t he C onsultant . With t he Cons ultant's appr oval, ot hers may be per mit t ed t o ob t ain cop ies of t he C AD D dr aw ing files f or information and reference only. All intentional or unintentional revisions, additions, or deletions to these CADD files shall be made at the full risk of that party making such revisions, additions or deletions and that party shall hold harmless and indemnify the Consultant from any & all responsibilities, claims, and liabilities. CADD QUALIFICATION QUALITY CONTROL PROFESSIONAL SIGNATURE SUBMITTAL/REVISIONS BLAZE CREDIT UNION CHANHASSEN 320 Lake Drive East Chanhassen, MN 55317 2025 Larpenteur Ave. W. Falcoln Heights, MN 55113 C1-1 DEMOLITION PLAN C2-1 SITE PLAN C3-1 GRADING PLAN C3-2 SWPPP C3-2 SWPPP NOTES C4-1 SANITARY AND WATERMAIN PLAN C4-2 STORM SEWER PLAN C8-1 CIVIL DETAILS C8-2 CIVIL DETAILS L0-1 TREE REPLACEMENT PLAN L1-1 LANDSCAPE PLAN L2-1 LANDSCAPE DETAILS 10/02/26 ENTITLEMENTS SUBMITTAL License No. Date I hereby certify that this plan, specification or report was prepared by me or under my direct supervision and that I am a duly Licensed Professional Engineer under the laws of the State of Minnesota. 46607 10/02/26 Brian M. Johnson - PE Review Date Project Lead Drawn By Checked By Loucks Project No. 10/02/26 BMJ BMJ BMJ 260351 N SCALE IN FEET 0 20 40 SANITARY AND WATERMAIN PLAN C4-1 TOLL FREE: 1-800-252-1166 TWIN CITY AREA: 651-454-0002 Gopher State One Call CALL BEFORE YOU DIG! WARNING: THE CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING FOR LOCATIONS OF ALL EXISTING UTILITIES. THEY SHALL COOPERATE WITH ALL UTILITY COMPANIES IN MAINTAINING THEIR SERVICE AND / OR RELOCATION OF LINES. THE CONTRACTOR SHALL CONTACT GOPHER STATE ONE CALL AT 651-454-0002 AT LEAST 48 HOURS IN ADVANCE FOR THE LOCATIONS OF ALL UNDERGROUND WIRES, CABLES, CONDUITS, PIPES, MANHOLES, VALVES OR OTHER BURIED STRUCTURES BEFORE DIGGING. THE CONTRACTOR SHALL REPAIR OR REPLACE THE ABOVE WHEN DAMAGED DURING CONSTRUCTION AT NO COST TO THE OWNER. 1. ALL PLUMBING SHALL BE INSTALLED IN ACCORDANCE WITH THE 2020 MN PLUMBING CODE, MN RULES, CHAPTER 4714. ALL PIPE, FITTINGS, TRAPS, FIXTURES, MATERIALS, AND DEVICES SHALL BE LISTED OR LABELED BY A THIRD-PARTY LISTING AGENCY AND COMPLY WITH THE APPLICABLE STANDARDS REFERENCED IN THE CODE (SEE SECTIONS 301.2 AND 1701.1). 2.ALL UTILITY PIPE BEDDING SHALL BE COMPACTED SAND OR FINE GRANULAR MATERIAL. ALL COMPACTION SHALL BE PERFORMED PER THE REQUIREMENTS OF THE CEAM SPECIFICATION AND THE GEOTECHNICAL REPORT BY BRAUN INTERTEC DATED ****pending****. 3.ALL CONNECTIONS TO EXISTING UTILITIES SHALL BE PERFORMED PER THE REQUIREMENTS OF THE STATE AND LOCAL JURISDICTIONS. THE CITY DEPARTMENT OF ENGINEERING AND BUILDING INSPECTIONS DEPARTMENT AND THE CONSTRUCTION ENGINEER MUST BE NOTIFIED AT LEAST 48 HOURS PRIOR TO ANY WORK WITHIN THE PUBLIC RIGHT OF WAY, OR WORK IMPACTING PUBLIC UTILITIES. 4.ALL SANITARY SEWER AND WATER SERVICES SHALL TERMINATE 5' FROM THE BUILDING FACE UNLESS OTHERWISE NOTED. 5.A MINIMUM OF 18 INCHES OF VERTICAL SEPARATION AND 10 FEET OF HORIZONTAL SEPARATION IS REQUIRED FOR ALL UTILITIES UNLESS OTHERWISE NOTED. 6.ALL NEW WATERMAIN AND SERVICES MUST HAVE A MINIMUM OF 7.5 FEET OF COVER. EXTRA DEPTH MAY BE REQUIRED TO MAINTAIN A MINIMUM 18" VERTICAL SEPARATION TO SANITARY OR STORM SEWER LINES. THE CONTRACTOR SHALL FIELD ADJUST WATERMAIN TO AVOID CONFLICTS WITH SANITARY SEWER, STORM SEWER, AND SERVICES AS REQUIRED. INSULATION OF WATER AND SANITARY SEWER LINES SHALL BE PROVIDED WHERE 7.5 FEET MINIMUM DEPTH CAN NOT BE ATTAINED. 7.ALL FIRE HYDRANTS SHALL BE LOCATED 5 FEET BEHIND BACK OF CURB OR EDGE OF PAVEMENT UNLESS OTHERWISE NOTED. 8.ALL STREET REPAIRS AND PATCHING SHALL BE PERFORMED PER THE REQUIREMENTS OF THE CITY. ALL TRAFFIC CONTROL SHALL BE PROVIDED BY THE CONTRACTOR AND SHALL BE ESTABLISHED PER THE REQUIREMENTS OF THE MINNESOTA MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES (MMUTCD) AND THE CITY. THIS SHALL INCLUDE ALL SIGNAGE, BARRICADES, FLASHERS AND FLAGGERS AS NEEDED. ALL PUBLIC STREETS SHALL BE OPEN TO TRAFFIC AT ALL TIMES. NO ROAD CLOSURES SHALL BE PERMITTED WITHOUT THE EXPRESSED AUTHORITY OF OF THE CITY. 9.THE CITY SHALL OPERATE ALL GATE VALVES IN PUBLIC RIGHT-OF-WAY. 10.CONNECTIONS TO EXISTING MANHOLES SHALL BE MADE BY CORE DRILLING THE MANHOLE AT THE PROPOSED INVERT ELEVATIONS AND INSTALLING A RUBBER BOOT. GROUT IN THE BOOT AND AN INVERT FOR THE NEW SEWER LINE. 11.PIPE LENGTHS SHOWN ON THE PLAN INCLUDE THE APRON SECTION. 12.TRENCH COMPACTION SHALL BE 95% STANDARD PROCTOR DENSITY IN THE AREA FROM THE PIPE ZONE TO WITHIN 3 FEET OF FINISHED GRADE AND 100% IN FINAL 3 FEET OF THE BACKFILL TO FINISH GRADE. 13.WHERE SEWER CROSSES WATER MAIN, THE PVC MUST COMPLY WITH ASTM D1785, D2665, F891, F1488, OR F1760 WHEN ABOVE OR LESS THAN 12 INCHES BELOW THE WATER. SOLVENT WELDED JOINTS MUST USE ASTM F656 PURPLE PRIMER AND ASTM D2564 CEMENT. THE SEWER MUST BE INSTALLED PER SECTION 314.4.1. THERE SHALL BE NO JOINTS OR CONNECTIONS WITHIN 10 FEET OF ANY CROSSING. 14.THE WATER SERVICE PIPE SHALL MEET ASTM D2239, ASTM D2737, ASTM D3035, AWWA C901, OR CSA B137.1. JOINTS AND FITTINGS MUST BE INSTALLED PER THE MANUFACTURER’S INSTRUCTIONS AND BE HEAT FUSED OR USE APPROVED INSERT FITTINGS WITH STAINLESS STEEL CLAMPS (SEE TABLE 604.1 AND SECTION 605.6). COMPRESSION FITTINGS MAY BE USED ONLY IF EVIDENCE OF THIRD-PARTY LISTING TO CSA STANDARD B137.1 BY AN ACCREDITED LISTING AGENCY IS PROVIDED TO THE PLUMBING INSPECTOR. AN ACCESSIBLE BLUE 14 AWG MINIMUM TRACER WIRE SUITABLE FOR DIRECT BURY MUST BE PROVIDED (SEE SECTION 604.10.1). THE SAME TRACER WIRE REQUIREMENT ALSO APPLIES TO THE 6-INCH AWWA C900 WATERMAIN. 15.INLET AND OUTLET CONNECTIONS TO SEWER MANHOLES MUST USE FLEXIBLE COMPRESSION JOINTS LOCATED BETWEEN 12 AND 36 INCHES FROM THE MANHOLE OR APPROVED RESILIENT RUBBER JOINTS MUST BE USED TO MAKE WATERTIGHT CONNECTIONS TO MANHOLES, CATCH BASINS, AND OTHER STRUCTURES (SEE SECTION 719.6). 16.MATERIALS USED FOR SUBSOIL DRAINS MUST COMPLY WITH TABLE 1101.4.6. POLYETHYLENE PIPE MUST MEET ASTM F667 AND PVC PIPE MUST MEET ASTM D2729. ALTERNATE MATERIALS MAY BE USED IF APPROVED BY THE ADMINISTRATIVE AUTHORITY PRIOR TO INSTALLATION (SEE SECTION 301.3). 17.CONNECTIONS OF DOWNSPOUT GUTTERS TO STORM SEWER LEADERS SHALL BE BY INDIRECT AIR GAP OR AIR BREAK, OTHERWISE THE GUTTER SHALL BE OPEN FACED. 18.A CLEANOUT IS REQUIRED NEAR THE CONNECTION OF THE BUILDING DRAIN AND BUILDING SEWER (SEE SECTION 719.1). 19.THE PLUMBING SYSTEM SHALL BE TESTED IN ACCORDANCE WITH SECTIONS 609.4 AND 712.0. UTILITY NOTES PARKING STALL COUNT ACCESSIBLE PARKING STALL 2 LEGEND CATCH BASIN STORM SEWER SANITARY SEWER WATERMAIN STORM MANHOLE SANITARY MANHOLE HYDRANT GATE VALVE SPOT ELEVATION SIGN LIGHT POLE POWER POLE WATER MANHOLE / WELL CONTOUR CONCRETE CURB UNDERGROUND ELECTRIC CONCRETE TELEPHONE PEDESTAL UNDERGROUND TELEPHONE UNDERGROUND GAS OVERHEAD UTILITY CHAIN LINK FENCE BUILDING RETAINING WALL NO PARKING UNDERGROUND FIBER OPTIC SANITARY SEWER SERVICE WATER SERVICE ELECTRIC METER GAS METER TREE LINE EXISTING PROPOSED 972 DRAINTILE 373PARKING SETBACK LINE BUILDING SETBACK LINE 2 FENCE FLARED END SECTION POST INDICATOR VALVE BENCHMARK SOIL BORING 3DIRECTION OF FLOW 1.0% 972.5 NO PARKING PROPOSED CREDIT UNION 5,050 SF FFE-949.25DO NOT ENTERFFE=949.25 4 44448888888 8 CB#109 RIM=947.50 INV=943.67 (8") W INV=943.27 (12") S CBMH#108 RIM=947.46 INV=943.32 (8") NW INV= 942.92 (12") N INV=942.72 (15") S CBMH#107 RIM=947.07 INV= 942.66 (15") N INV=942.66 (15") SW CBMH#106 RIM=947.48 INV=943.04 (8") N INV= 942.44 (15") NE INV=942.24 (18") W SUMP=939.24 CB#140 RIM=947.04 INV=943.38 (8") NE INV=942.98 (12") E STMH#104 RIM=948.04 INV=943.14 (8") NE INV= 942.74 (12") W INV=942.74 (12") E SUMP=939.74 79 LF 12" HDPE @ 0.44% 20 LF 15" HDPE @ 0.32% 68 LF 15" C-900 PVC @ 0.32% 16 LF 18" HDPE @ 0.25%56 LF 12" HDPE @ 0.44% IRRIGATION REUSE CISTERN CITY WATER BODY ID 10-0001-00 72" DUROMAXX INV=930.70 6" ROCK INV=930.20 HWL=943.52 STMH#101 RIM=947.81 INV= 939.94 (15") E INV= 935.70 (12") W INV=939.75 (18") S 9 LF 15" HDPE @ 0.50% ST STUB#102 INV=939.99 (15") W88 888 8 88 88888888 8 8 8ST STUB#202 INV=936.70 (12") W 23 LF 12" HDPE @ 4.31% STMH#201 RIM=947.85 INV= 935.70 (12") E 14 LF 12" HDPE @ 0.00% W/BACKFLOW PREVENTOR ST STUB#200 INV=935.70 (12") E 9 LF 12" HDPE @ 0.44% ST STUB#103 INV= 942.70 (12") W ST STUB#105 INV= 942.20 (18") E UNDERGROUND FILTRATION DNR WATER BODY ID 10-0001-00 84" CMP INV=936.70 6" ROCK INV=936.20 HWL=943.52 C-900 STORM PIPE OVER WATER CROSSING DOWN SPOUT CONNECTION RIM=949.00 INV=947.25 DOWN SPOUT CONNECTION RIM=949.00 INV=946.50 DOWN SPOUT CONNECTION RIM=948.65 INV=946.15 WYE & CLEANOUT INV=946.69 WYE & CLEANOUT INV=947.22 WYE INV=944.62 WYE INV=944.16 WYE INV=944.09 WYE & CLEANOUT INV=944.07 WYE INV=943.98 111 LF 8" STORM @ 2.08% 31 LF 8" STORM @ 6.01% 26 LF 8" STORM @ 2.08% 54 LF 8" STORM @ 6.27% 58 LF 8" STORM @ 5.99% 36 LF 8" STORM @ 2.08% 61 LF 8" STORM @ 2.08% 18 LF 8" STORM (2) @ 11.50% 5 LF 8" STORM @ 41.60% 8 LF 8" STORM @ 27.13% 7 LF 6" DRAINTILE @ 2.08% 67 LF 6" DRAINTILE @ 2.08% VERIFY UTILITY PROVIDER PREFERRED HANDHOLE LOCAITON VERIFY UTILITY PROVIDER PREFERRED HANDHOLE LOCAITON WYE INV=945.63 INV=947.02 INV=945.09 DOWN SPOUT CONNECTION RIM=949.00 INV=944.94 LOUCKS W:\2026\260351\cadd Data\CIVIL\_dwg Sheet Files\C4-2 STORM SEWER PLAN12755 Highway 55, Suite R100 Plymouth, MN 55441 763.424.5505 www.loucksinc.com PLANNING CIVIL ENGINEERING LAND SURVEYING LANDSCAPE ARCHITECTURE ENVIRONMENTAL C ADD f iles pr epar ed by t he Cons ult ant for this p roject ar e instruments of the Consultant professional services for use solely with respect to this project. These CADD files shall not be used on other projects, for additions to this project, or for completion of t his p r ojec t by ot her s w it hou t wr i t te n ap pr ov al b y t he C onsultant . With t he Cons ultant's appr oval, ot hers may be per mit t ed t o ob t ain cop ies of t he C AD D dr aw ing files f or information and reference only. All intentional or unintentional revisions, additions, or deletions to these CADD files shall be made at the full risk of that party making such revisions, additions or deletions and that party shall hold harmless and indemnify the Consultant from any & all responsibilities, claims, and liabilities. CADD QUALIFICATION QUALITY CONTROL PROFESSIONAL SIGNATURE SUBMITTAL/REVISIONS BLAZE CREDIT UNION CHANHASSEN 320 Lake Drive East Chanhassen, MN 55317 2025 Larpenteur Ave. W. Falcoln Heights, MN 55113 C1-1 DEMOLITION PLAN C2-1 SITE PLAN C3-1 GRADING PLAN C3-2 SWPPP C3-2 SWPPP NOTES C4-1 SANITARY AND WATERMAIN PLAN C4-2 STORM SEWER PLAN C8-1 CIVIL DETAILS C8-2 CIVIL DETAILS L0-1 TREE REPLACEMENT PLAN L1-1 LANDSCAPE PLAN L2-1 LANDSCAPE DETAILS 10/02/26 ENTITLEMENTS SUBMITTAL License No. Date I hereby certify that this plan, specification or report was prepared by me or under my direct supervision and that I am a duly Licensed Professional Engineer under the laws of the State of Minnesota. 46607 10/02/26 Brian M. Johnson - PE Review Date Project Lead Drawn By Checked By Loucks Project No. 10/02/26 BMJ BMJ BMJ 260351 N SCALE IN FEET 0 20 40 STORM SEWER PLAN C4-2TOLL FREE: 1-800-252-1166 TWIN CITY AREA: 651-454-0002 Gopher State One Call CALL BEFORE YOU DIG! WARNING: THE CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING FOR LOCATIONS OF ALL EXISTING UTILITIES. THEY SHALL COOPERATE WITH ALL UTILITY COMPANIES IN MAINTAINING THEIR SERVICE AND / OR RELOCATION OF LINES. THE CONTRACTOR SHALL CONTACT GOPHER STATE ONE CALL AT 651-454-0002 AT LEAST 48 HOURS IN ADVANCE FOR THE LOCATIONS OF ALL UNDERGROUND WIRES, CABLES, CONDUITS, PIPES, MANHOLES, VALVES OR OTHER BURIED STRUCTURES BEFORE DIGGING. THE CONTRACTOR SHALL REPAIR OR REPLACE THE ABOVE WHEN DAMAGED DURING CONSTRUCTION AT NO COST TO THE OWNER. PARKING STALL COUNT ACCESSIBLE PARKING STALL 2 LEGEND CATCH BASIN STORM SEWER SANITARY SEWER WATERMAIN STORM MANHOLE SANITARY MANHOLE HYDRANT GATE VALVE SPOT ELEVATION SIGN LIGHT POLE POWER POLE WATER MANHOLE / WELL CONTOUR CONCRETE CURB UNDERGROUND ELECTRIC CONCRETE TELEPHONE PEDESTAL UNDERGROUND TELEPHONE UNDERGROUND GAS OVERHEAD UTILITY CHAIN LINK FENCE BUILDING RETAINING WALL NO PARKING UNDERGROUND FIBER OPTIC SANITARY SEWER SERVICE WATER SERVICE ELECTRIC METER GAS METER TREE LINE EXISTING PROPOSED 972 DRAINTILE 373PARKING SETBACK LINE BUILDING SETBACK LINE 2 FENCE FLARED END SECTION POST INDICATOR VALVE BENCHMARK SOIL BORING 3DIRECTION OF FLOW 1.0% 972.5 1. ALL STORM SEWER UTILITIES SHALL BE FURNISHED AND INSTALLED PER THE REQUIREMENTS OF THE SPECIFICATIONS,THE MINNESOTA PLUMBING CODE, THE LOCAL GOVERNING UNIT , AND THE STANDARD UTILITIES SPECIFICATION OF THE CITY ENGINEERS ASSOCIATION OF MINNESOTA (CEAM), 2013 EDITION. 2.ALL UTILITY PIPE BEDDING SHALL BE COMPACTED SAND OR FINE GRANULAR MATERIAL. ALL COMPACTION SHALL BE PERFORMED PER THE REQUIREMENTS OF THE CEAM SPECIFICATION AND THE GEOTECHNICAL REPORT BY BRAUN INTERTEC DATED ****pending****. 3.ALL CONNECTIONS TO EXISTING UTILITIES SHALL BE PERFORMED PER THE REQUIREMENTS OF THE STATE AND LOCAL JURISDICTIONS. THE CITY DEPARTMENT OF ENGINEERING AND BUILDING INSPECTIONS DEPARTMENT AND THE CONSTRUCTION ENGINEER MUST BE NOTIFIED AT LEAST 48 HOURS PRIOR TO ANY WORK WITHIN THE PUBLIC RIGHT OF WAY, OR WORK IMPACTING PUBLIC UTILITIES. 4.ALL STORM SEWER SHALL TERMINATE 5' FROM THE BUILDING FACE UNLESS OTHERWISE NOTED. 5.A MINIMUM OF 18 INCHES OF VERTICAL SEPARATION AND 10 FEET OF HORIZONTAL SEPARATION IS REQUIRED FOR ALL UTILITES UNLESS OTHERWISE NOTED. 6.ALL PORTIONS OF THE STORM SEWER SYSTEM, INCLUDING CATCH BASINS, LOCATED WITHIN 10 FEET OF THE BUILDING OR WATER SERVICE LINE MUST BE TESTED ACCORDANCE WITH MINNESOTA RULES, PART 4715.2820 7.ALL JOINTS AND CONNECTIONS IN THE STORM SEWER SYSTEM SHALL BE GASTIGHT OR WATERTIGHT (SEE MINNESOTA RULES, PART 4715.0700). APPROVED RESILIENT RUBBER JOINTS MUST BE USED TO MAKE WATERTIGHT CONNECTIONS TO MANHOLES, CATCHBASINS, AND OTHER STRUCTURES. 8.THE FOLLOWING MATERIALS ARE ACCEPTABLE, IN ACCORDANCE WITH DoLI AND THE MN PLUMBING CODE, FOR STORM SEWER APPLICATION: 8.1.DOWNSPOUT COLLECTION PIPES & WYES PVC (SCH 40)ASTM D1785, D2665, F794 *OR OTHER FROM TABLE 701.2 8.2 AT CROSSINGS & WITHIN 10' OF BUILDING ABS (SCH 40)ASTM D2661 & D2680 CAST-IRON ASTM A74, ASTM A888 PVC (SCH 40)ASTM D1785, D2665, F794 *OR OTHER FROM TABLE 701.2 8.3 ALL OTHER LOCATIONS ABS (SCH 40)ASTM D2661 & D2680 CAST-IRON ASTM A74, ASTM A888 PVC (SCH 40)ASTM D1785, D2665, F794 PVC PSM ASTM D3034 * OR OTHER FROM TABLE 701.2 9.CONTRACTOR AND MANHOLE FABRICATOR SHALL SUMP (LOWER) ALL STORM SEWER CATCH BASIN CASTINGS WITHIN PAVED AREAS 0.16 FEET OR 2-INCHES BELOW THE RIM ELEVATION DEPICTED ON THE UTILITY PLAN. 10.ALL STREET REPAIRS AND PATCHING SHALL BE PERFORMED PER THE REQUIREMENTS OF THE CITY. ALL TRAFFIC CONTROL SHALL BE PROVIDED BY THE CONTRACTOR AND SHALL BE ESTABLISHED PER THE REQUIREMENTS OF THE MINNESOTA MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES (MMUTCD) AND THE CITY. THIS SHALL INCLUDE ALL SIGNAGE, BARRICADES, FLASHERS AND FLAGGERS AS NEEDED. ALL PUBLIC STREETS SHALL BE OPEN TO TRAFFIC AT ALL TIMES. NO ROAD CLOSURES SHALL BE PERMITTED WITHOUT THE EXPRESSED AUTHORITY OF OF THE CITY. 11.PIPE LENGTHS SHOWN ON THE PLAN INCLUDE THE APRON SECTION. 12.TRENCH COMPACTION SHALL BE 95% STANDARD PROCTOR DENSITY IN THE AREA FROM THE PIPE ZONE TO WITHIN 3 FEET OF FINISHED GRADE AND 100% IN FINAL 3 FEET OF THE BACKFILL TO FINISH GRADE. 13.ALL INSULATION SHALL BE 3 INCH THICK RIGID AND WIDTH SHALL MATCH THE DETAIL ON C8-1. OVERLAP SHEETS/BOARDS OF INSULATION TO ENSURE CONTINUOUS FROST PROTECTION. 14.SILVA CELL VENDOR/SUPPLIER TO PROVIDE SHOP SUBMITTAL THAT ENSURES COMPARABLE STORAGE AND ALL NECESSARY ACCESS PORTALS FOR SYSTEM MAINTENANCE. CELLS SHALL BE VOID AND EMPTY FOR TEMP WATER STORAGE WITH NO SOIL MEDIA WITHIN. UTILITY NOTES LOUCKS W:\2026\260351\cadd Data\CIVIL\_dwg Sheet Files\C8-1 CIVIL DETAILS12755 Highway 55, Suite R100 Plymouth, MN 55441 763.424.5505 www.loucksinc.com PLANNING CIVIL ENGINEERING LAND SURVEYING LANDSCAPE ARCHITECTURE ENVIRONMENTAL C ADD f iles pr epar ed by t he Cons ult ant for this p roject ar e instruments of the Consultant professional services for use solely with respect to this project. These CADD files shall not be used on other projects, for additions to this project, or for completion of t his p r ojec t by ot her s w it hou t wr i t te n ap pr ov al b y t he C onsultant . With t he Cons ultant's appr oval, ot hers may be per mit t ed t o ob t ain cop ies of t he C AD D dr aw ing files f or information and reference only. All intentional or unintentional revisions, additions, or deletions to these CADD files shall be made at the full risk of that party making such revisions, additions or deletions and that party shall hold harmless and indemnify the Consultant from any & all responsibilities, claims, and liabilities. CADD QUALIFICATION QUALITY CONTROL PROFESSIONAL SIGNATURE SUBMITTAL/REVISIONS BLAZE CREDIT UNION CHANHASSEN 320 Lake Drive East Chanhassen, MN 55317 2025 Larpenteur Ave. W. Falcoln Heights, MN 55113 C1-1 DEMOLITION PLAN C2-1 SITE PLAN C3-1 GRADING PLAN C3-2 SWPPP C3-2 SWPPP NOTES C4-1 SANITARY AND WATERMAIN PLAN C4-2 STORM SEWER PLAN C8-1 CIVIL DETAILS C8-2 CIVIL DETAILS L0-1 TREE REPLACEMENT PLAN L1-1 LANDSCAPE PLAN L2-1 LANDSCAPE DETAILS 10/02/26 ENTITLEMENTS SUBMITTAL License No. Date I hereby certify that this plan, specification or report was prepared by me or under my direct supervision and that I am a duly Licensed Professional Engineer under the laws of the State of Minnesota. 46607 10/02/26 Brian M. Johnson - PE Review Date Project Lead Drawn By Checked By Loucks Project No. 10/02/26 BMJ BMJ BMJ 260351 CIVIL CONSTRUCTION DETAILS C8-1 BIO-ROLL OR ROCK LOG NOTES: 1.PLACE BOTTOM EDGE OF WIRE FENCE INTO 6 IN DEEP TRENCH. 2.POSTS SHALL BE: ·6 FT MAX. SPACING. ·STANDARD STEEL T-TYPE POSTS. ·5' MIN. LENGTH POSTS, DRIVEN 2 FT INTO THE GROUND. 3.ATTACH WIRE FENCE TO STEEL POSTS WITH NO. 9 GA. ALUMINUM WIRE OR NO. 9 GALVANIZED STEEL PRE-FORMED CLIPS. 4.ATTACH FABRIC TO WIRE FENCING WITH WIRE OR ZIP TIES. A MIN. OF 3 ZIP TIES PER POST. EXTEND BOTTOM OF FABRIC INTO TRENCH. 5.BACKFILL TRENCH & COMPACT. 6.STRAW, WOOD CHIP, COMPOST OR ROCK LOGS PER MNDOT SPECS 3890, 3897. DRAWN 11/2016 LOUCKS PLATE NO. 3002 2'' X 2'' X 18'' LONG WOODEN STAKES AT 2'-0'' SPACING. DRIVE THROUGH NETTING, NOT PENETRATING FIBER LOG. STRAW OR WOOD FIBER 9" OR 12'' DIA. SEDIMENT LOG ROLL ENCLOSED IN POLYPROPYLENE NETTING FL O W TRENCH IF LOOSE SOILS FLOW ENDS SECURELY CLOSED TO PREVENT LOSS OF OPEN GRADED AGGREGATE FILL. SECURED WITH 50 PSI. ZIP TIE 1 NOTES: SEE SPECS. 2573, 3137, 3890 & 3897. MANUFACTURED ALTERNATIVES LISTED ON Mn/DOT'S APPROVED PRODUCTS LIST MAY BE SUBSTITUTED. 1.GEOTEXTILE SOCK BETWEEN 4-10 FEET LONG AND 4-6 INCH DIAMETER. SEAM TO BE JOINED BY TWO ROWS OF STITCHING WITH A PLASTIC MESH BACKING OR PROVIDE A HEAT BONDED SEAM (OR APPROVED EQUIVALENT). FILL ROCK LOG WITH OPEN GRADED AGGREGATE CONSISTING OF SOUND DURABLE PARTICLES OF COARSE AGGREGATE CONFORMING TO SPEC. 3137 TABLE 3137-1; CA-3 GRADATION. SILT FENCE FLOW 6" 6" NOTES: 1.PLACE BOTTOM EDGE OF FENCE INTO 6 IN DEEP TRENCH AND BACKFILL IMMEDIATELY. 2.POSTS SHALL BE: ·6 FT MAX. SPACING. ·2 IN X 2IN HARDWOOD, OR STANDARD STEEL T-TYPE FENCE POSTS. ·5' MIN. LENGTH POSTS, DRIVEN 2 FT INTO THE GROUND. 3.ATTACH FABRIC TO WOOD POST WITH A MIN. OF 5, 1 INCH LONG STAPLES. 4.ATTACH FABRIC TO STEEL POST WITH A MIN. OF 3 ZIP TIES IN TOP 8 INCHES OF FABRIC. GEOTEXTILE FABRIC PER MNDOT 3886 GEOTEXTILE FABRIC PER MNDOT 3886 DRAWN 2/2016 LOUCKS PLATE NO. 3000 HARD SURFACE PUBLIC ROAD 2' MINIMUM 1" TO 2" WASHED ROCK 50 ' M I N I M U M AS R E Q UI R E D4:1 4:1 6" MINIMUM ROCK ENTRANCE TO CONSTRUCTION SITE NOTES: 1.ROCK SIZE SHOULD BE 1" TO 2" IN SIZE SUCH AS MN/DOT CA-1 OR CA-2 COURSE AGGREGATE. (WASHED) 2.A GEOTEXTILE FABRIC MAY BE USED UNDER THE ROCK TO PREVENT MIGRATION OF THE UNDERLYING SOIL INTO THE STONE. DRAWN 2/2016 LOUCKS PLATE NO. 3004 EROSION CONTROL BLANKET 6" 6" 1' TO 3'ANCHOR TRENCH 1.DIG 6"X6" TRENCH 2.LAY BLANKETS IN TRENCH 3.STAPLE AT 1.5' INTERVALS 4.BACKFILL WITH NATURAL SOIL AND COMPACT. 5.BLANKET LENGTH SHALL NOT EXCEED 100' WITHOUT AN ANCHOR TRENCH NOTE: SLOPE SURFACE SHALL BE FREE OF ROCKS, SOIL CLUMPS, STICKS, VEHICLE IMPRINTS, AND GRASS. BLANKETS SHALL HAVE GOOD SOIL CONTACT. ANCHOR TRENCH (SEE DETAIL AND NOTES BELOW) OVERLAP END JOINTS MINIMUM OF 6" AND STAPLE OVERLAP AT 1.5' INTERVALS. OVERLAP LONGITUDINAL JOINTS MINIMUM OF 6" STAPLE PATTERN/DENSITY SHALL FOLLOW MANUFACTURERS SPECIFICATIONS. DI R E C T I O N O F SU R F A C E F L O W STAGGER JOINTS DRAWN 2/2016 LOUCKS PLATE NO. 3016 NOTES: 6" HUB WITH THREADED PVC PLUG - DO NOT GLUE CASTING MAY BE REQUIRED SEE SPECIFICATIONS END OF LINE CLEANOUT IN LINE CLEANOUT PVC LONG SWEEP BEND SCH. 40 ONE PIECE 6" PVC SCH. 40 CLEANOUT RISER DRAINTILE CLEAN-OUT STRUCTURE DRAWN 2/2016 LOUCKS PLATE NO. 4315 SEE PLAN FOR SIZE OF DRAINTILENOTES: 1.SCHEDULE 40 PVC TO BE USED FOR ALL STORM SEWER PIPE RUNS FROM ROOF DRAINS. 2.A WATER-TIGHT CONNECTION SHALL BE MAINTAINED WITH ANY TRANSITION FROM SCHEDULE 40 PVC PIPE TO ANY OTHER PIPE TYPE. 3.THE DOWNSPOUT COLLECTOR DRAIN SHALL BE INSTALLED BEFORE THE DOWNSPOUTS ARE INSTALLED ON THE BUILDING. SITE WORK CONTRACTOR SHALL BE RESPONSIBLE FOR ALL WORK TO, AND INCLUDING, THE RODENT SCREEN. BUILDING CONTRACTOR SHALL BE RESPONSIBLE FOR THE CONNECTION AT TEH POINT OF THE RODENT SCREEN. LOUCKS PLATE NO. DOWNSPOUT CONNECTION "HYDRANTFINDER" SHALL BE INSTALLED ON THE TOP OF THE UPPER FLANGE ON THE REAR BOLTS. INSTALL PLASTIC COMPOSITE HYDRANTFINDERS ONLY. EXPOSED FIBERGLASS AND METAL HYDRANTFINDERS SHALL NOT BE USED. INSTALL ADAPTOR INC.'S VALVE BOX ADAPTOR #6 BASE OR APPROVED EQUAL 6" AMERICAN FLOW CONTROL 2500 SERIES RESILIENT WEDGE TYPE GATE VALVE OR APPROVED EQUAL. HYDRANT AND GATE VALVE INSTALLATION NOTES: 1.GATE VALVES ARE REQUIRED WITH ALL HYDRANTS. 2.THRUST BLOCKING REQUIRED BEHIND ALL HYDRANTS. 3.ALL BOLTS, T-BOLTS, NUTS AND RODDING INSTALLED BELOW GRADE SHALL BE ASTM F593 TYPE 316 STAINLESS STEEL. THIS INCLUDES HYDRANTS AND VALVES. CONCRETE BLOCKCONCRETEBLOCK MEGALUG UNDISTURBED SOIL CONCRETE BLOCK 7.5' MIN. COVER ON WATERMAIN MEGALUG 1 CUBIC YARD GRAVEL OR CRUSHED ROCK WITH 2 LAYERS OF 4 MIL POLY. (2/3 OF MATERIAL BELOW HYDRANT)2.5'16"TRAFFICFLANGE2-1/2" HOSE CONNECTION (NATIONAL STANDARD THREAD) CAPS TO BE CHAINED (PENTAGON NUT ON CAPS) 4-1/2" PUMPER CONNECTION (NATIONAL STANDARD THREAD) NATIONAL STANDARD OPERATING NUT 3'-0"2'-0" FINISHED BOULEVARD GRADE SEE STANDARD PLATE 4601 FOR APPROVED TYPES OF GATE VALVE BOXES DRAWN 12/2016 LOUCKS PLATE NO. 4600 NOTE: GRANULAR MATERIALS FURNISHED FOR USE IN FOUNDATION, BEDDING, ENCASEMENT, OR BACKFILL CONSTRUCTION SHALL CONFORM TO THE FOLLOWING REQUIREMENTS: ·FOUNDATION MATERIALS SHALL HAVE 100% PASSING THE 1 1/2" SIEVE AND A MAXIMUM OF 10% PASSING THE No. 4 SIEVE. NOT LESS THAN 50% OF THE MATERIAL RETAINED BY THE No. 4 SIEVE SHALL HAVE ONE (1) OR MORE CRUSHED FACES. HARD, DURABLE CRUSHED CARBONATE QUARRY ROCK MAY BE USED FOR FOUNDATION MATERIALS. ·BEDDING AND ENCASEMENT MATERIALS FOR FLEXIBLE PIPE SHALL MEET THE REQUIREMENTS OF MNDOT SPECIFICATION 3149.2B1, GRANULAR BORROW, EXCEPT THAT 100% SHALL PASS THE ONE INCH (1") SIEVE. ·BACKFILL MATERIALS SHALL CONSIST OF SUITABLE EXISTING TRENCH MATERIALS, EXCEPT AS OTHERWISE SPECIFIED. SUITABLE MATERIAL SHALL BE DEFINED AS A MINERAL SOIL FREE OF FOREIGN MATERIALS (RUBBISH, ORGANICS & DEBRIS), FROZEN CLUMPS, OVERSIZE STONE, ROCK, CONCRETE OR BITUMINOUS CHUNKS, AND OTHER UNSUITABLE MATERIALS THAT MAY DAMAGE PIPE, PREVENT THOROUGH COMPACTION, OR INCREASE THE RISKS OF SETTLEMENT. PLASTIC PIPE BEDDING PLASTIC PIPE 18"18"PIPE WIDTH ENCASEMENT BEDDING FOUNDATION (MAY NOT BE REQUIRED) 12" 6" BACKFILL COMPACTED AS SPECIFIED EXCAVATED TRENCH WIDTH DRAWN 2/2016 LOUCKS PLATE NO. 4008 GATE VALVES FINISHED GRADE 7.5' MINIMUM COVERVARIABLEVAR.MIDDLE SECTION EXTENSIONS TOP SECTION VARIABLE14-3/4 17-1/412-9/167 8-1/4 9-7/16 7-3/4 78-1/8 2-3/8 7 8-1/8 61-1/2 5-3/4 5-1/4 6-5/8 7-1/8 7-5/8 8-7/8 2" 6-1/4 WATER 7-3/8 2" 4" 5-3/4 7-1/8 NOTE: ALL BOLTS, T-BOLTS, NUTS AND RODDING INSTALLED BELOW GRADE SHALL BE ASTM F593 TYPE 316 STAINLESS STEEL. AMERICAN FLOW CONTROL 2500 SERIES RESILIENT WEDGE TYPE OR APPROVED EQUAL. VALVE BODY BOLTS SHALL BE ASTM F593 TYPE 316 STAINLESS STEEL. INSTALL ADAPTOR INC.'S VALVE BOX ADAPTOR #6 BASE OR APPROVED EQUAL ADJUST V.B. TOP TO 14" TO 12" BELOW STREET GRADE OR 12" TO 1" BELOW FINISHED BLVD. GRADE AND SHALL BE SET SO AS TO PROVIDE 12" OF UPWARD ADJUSTMENT. GATE VALVE BOXES: TYLER PIPE - SERIES 6860 SCREW TYPE WITH A #6 BASE AND DROP LIDS WITH "WATER" LABELED ON COVER OR APPROVED EQUAL OFF ROAD MARKERG V GATE VALVE AND BOX INSTALLATION NO. 6 ROUND BASE CONCRETE BLOCK GATE VALVE BOXES ARE 3 PIECE, 5-1/4" SHAFT 14" MIN. FROM TOP OF BOTTOM SECTION TO TOP OF VALVE BOX DRAWN 2/2016 LOUCKS PLATE NO. 4601 LOOP TRACER WIRE AROUND WYE CONTINUOUS #10 SOLID COPPER, INSULATED TRACER WIRE FROM WYE DIRECTLY ABOVE THE SVC PIPE, TO TOP OF FENCE POST TRACER WIRE FOR NON-CONDUCTIVE SEWER PIPE 4" D.I.P. OR P.V.C. BENDS, 1/8 OR 1/16 PLUG WYEPROPERTYLINE FLOWNOTES: 1.SPLICING TRACER WIRE SHALL BE BY MECHANICAL SPLIT BOLT TYPE OR A CRIMP TYPE COMPRESSION FITTING, FULLY ENCASED IN APPROVED ELECTRICAL INSULATION PUTTY. 2.WIRE SHALL BE SECURED TO PIPE WITH 2" WIDE PVC TAPE. SECURE WIRE AT ALL BENDS, WYES & LONGITUDINALLY EVERY 10 FEET. DRAWN 2/2016 LOUCKS PLATE NO. 4007 LOUCKS W:\2026\260351\cadd Data\CIVIL\_dwg Sheet Files\C8-1 CIVIL DETAILS12755 Highway 55, Suite R100 Plymouth, MN 55441 763.424.5505 www.loucksinc.com PLANNING CIVIL ENGINEERING LAND SURVEYING LANDSCAPE ARCHITECTURE ENVIRONMENTAL C ADD f iles pr epar ed by t he Cons ult ant for this p roject ar e instruments of the Consultant professional services for use solely with respect to this project. These CADD files shall not be used on other projects, for additions to this project, or for completion of t his p r ojec t by ot her s w it hou t wr i t te n ap pr ov al b y t he C onsultant . With t he Cons ultant's appr oval, ot hers may be per mit t ed t o ob t ain cop ies of t he C AD D dr aw ing files f or information and reference only. All intentional or unintentional revisions, additions, or deletions to these CADD files shall be made at the full risk of that party making such revisions, additions or deletions and that party shall hold harmless and indemnify the Consultant from any & all responsibilities, claims, and liabilities. CADD QUALIFICATION QUALITY CONTROL PROFESSIONAL SIGNATURE SUBMITTAL/REVISIONS BLAZE CREDIT UNION CHANHASSEN 320 Lake Drive East Chanhassen, MN 55317 2025 Larpenteur Ave. W. Falcoln Heights, MN 55113 C1-1 DEMOLITION PLAN C2-1 SITE PLAN C3-1 GRADING PLAN C3-2 SWPPP C3-2 SWPPP NOTES C4-1 SANITARY AND WATERMAIN PLAN C4-2 STORM SEWER PLAN C8-1 CIVIL DETAILS C8-2 CIVIL DETAILS L0-1 TREE REPLACEMENT PLAN L1-1 LANDSCAPE PLAN L2-1 LANDSCAPE DETAILS 10/02/26 ENTITLEMENTS SUBMITTAL License No. Date I hereby certify that this plan, specification or report was prepared by me or under my direct supervision and that I am a duly Licensed Professional Engineer under the laws of the State of Minnesota. 46607 10/02/26 Brian M. Johnson - PE Review Date Project Lead Drawn By Checked By Loucks Project No. 10/02/26 BMJ BMJ BMJ 260351 CIVIL CONSTRUCTION DETAILS C8-2 FLAT CURB AND GUTTER (12") DRAWN 2/2016 LOUCKS PLATE NO. 2012 SLOPE GUTTER TO MATCH PARKING LOT DRAINAGE TIP GUTTER OUT AS REQ'D PAVEMENT SECTION VARIES MIN. OF 4" 3/8 " LIP AGG. BASE UNDER CURB (IF TOTAL THICKNESS OF SECTION ALLOWS) 7" 12"8" AGG. BASE VARIES 1/2" RAD. 20" SPECIFICATION NOTES: 1.UPON COMPLETION, CURBING SHOULD BE SPRAYED WITH A MEMBRANE CURING COMPOUND PER MNDOT 3754. 2.EXPANSION JOINTS AT MAX. SPACING OF 200'. 3.CONSTRUCT IN ACCORDANCE WITH MNDOT 2531. CONCRETE SIDEWALK- WIDTH & SECTION VARY REFER TO SITE PLAN 6" COMPACTED AGGREGATE BASE CL. 5 OR 2 MN/DOT 3138 APPROVED SUBGRADE FINISHED GRADE 5" CONCRETE MN/DOT 2301 CONCRETE PAVEMENT SECTION NOTES: 1.CONCRETE 6" THICK OR LESS SHALL BE REINFORCED WITH WELDED WIRE FABRIC OR REINFORCING BARS. CONCRETE 7" THICK OR GREATER SHALL BE REINFORCED PER GEOTECHNICAL RECOMMENDATIONS. 2.SAWED OR FORMED CONTROL JOINTS SHOULD BE INCLUDED FOR EACH 225 SQUARE FEET OF AREA OR LESS (15 FEET BY 15 FEET). 3.PANEL DIMENSION RATIO SHALL NOT EXCEED 1.25:1. 4.ALL JOINTS SHALL BE A MINIMUM OF 1 4 THE THICKNESS OF CONCRETE. 5.SAW CUTS SHOULD NOT CUT THROUGH THE WELDED WIRE FABRIC OR REINFORCING STEEL AND DOWELS SHOULD BE UTILIZED AT FORMED AND/OR COLD JOINTS. DRAWN 12/2016 LOUCKS PLATE NO. 2033 PAVEMENT SECTION BASED ON GEOTECHNICAL REPORT BY BRAUN INTERTEC, DATED ****pending**** CONCRETE SIDEWALK 4" CONCRETE WALK MN/DOT SPEC. 2521 4" GRANULAR MATERIAL MN/DOT SPEC. 3149 CONCRETE SIDEWALK DRAWN 12/2016 LOUCKS PLATE NO. 2035 1'-0"ACCESSIBLE ROUTE LSEE PLAN8'-0"8'-0"8'-0"9'-0" C 18'-0"C TYPICAL ADA PARKING 4" WIDE PAINTED LINES, TRAFFIC WHITE 4" WIDE PAINTED LINES, 18" O.C., @ 45 TRAFFIC WHITE (AISLE TO CONTAIN THE DESIGNATION "NO PARKING" COMPLYING WITH MSBC 1341.0502) ACCESSIBLE SIGN (TYP) (SIGN TO COMPLY WITH MINNESOTA RULES 1341.0502 DRAWN 12/2016 LOUCKS PLATE NO. 2036 TC=0 GL=-0.5 TC=0 GL=0 TC=0 GL=0 TC=0 GL=-0.51'-0"ACCESSIBLE ROUTE SEE PLANACCESSIBLE SIGN/BOLLARD (TYP) (SIGN TO COMPLY WITH MINNESOTA RULES 1341.0502 TC=0 GL=0 TC=0 GL=0 TC=0 GL=0 TC=0 GL=0 B612 CURB & GUTTER FLAT CURB TC=0 GL=-0.5 TC=0 GL=-0.5 TC=0 GL=-0.5 FLAT CURB B612 CURB & GUTTER B612 CURB & GUTTER FULL HEIGHT CURB WITH FLAT CURB AT ACCESS AISLE FULL HEIGHT CURB ENTIRE WIDTH OF ADA STALLS VAN ACCESSIBLE 60" - 66"48"12" DIA.36"TYPICAL ADA PARKING SIGN / BOLLARD COMBO 12x18" STANDARD ACCESSIBLE PARKING SIGN WITH SEPARATE 'VAN ACCESSIBLE' PANEL. WHITE LEGEND ON BLUE BACKGROUND. USE HARDWARE PER SIGN SUPPLIER'S RECOMMENDATIONS. ADA SIGNAGE PER MINNESOTA RULES 1341.0502 12x6" STANDARD 'VAN ACCESSIBLE' PANEL. WHITE LEGEND ON BLUE BACKGROUND 2" DIA. 6' LONG MIN. GALVANIZED SCHEDULE 40 STEEL PIPE. EMBED IN CONCRETE FILLED BOLLARD 6" DIA. SCHEDULE 40 GALVENZIED STEEL PIPE 6' LONG MINIMUM HEAVY DUTY HDPE DOME TOP DECORATIVE SLEEVE BLUE IN COLOR. AVAILABLE FROM BOLLARDSNSLEEVES.COM OR EQUAL. COMPACTED OR UNDISTURBED SUBGRADE. NOTES: 1.BOLLARDS TO BE PLACED 12" BEHIND BACK OF CURB. 2.MAINTAIN PLUMB UNTIL CONCRETE IS SUFFICIENTLY CURED. 3.HOLD CONCRETE FOOTING BELOW GRADE OF FINISHED CONCRETE TO CREATE FINAL PAVING PATTERN AS SHOWN ON PLANS. DRAWN 12/2016 LOUCKS PLATE NO. 20386"PARKING VEHICLE ID REQUIRED UP TO $200 FINE FOR VIOLATION BOLLARD 1/2" CROWN 1" CROWN 3'-6"3'-0"6"24" DIA. 4,000 PSI CONCRETE 6" DIP, CONC. FILLED, PAINTED OSHA YELLOW DRAWN 12/2016 LOUCKS PLATE NO. 2039 2" BIT. WEAR COURSE, MN/DOT 2360 SPWEA340C TACK COAT, MN/DOT 2357 2" BIT. NON-WEAR COURSE, MN/DOT 2360 SPNWB330C 10" AGG. BASE, CLASS 5 OR 2 MN/DOT 3138 APPROVED SUBGRADE FINISHED GRADE STANDARD BITUMINOUS PAVEMENT SECTION PAVEMENT SECTION BASED ON GEOTECHNICAL REPORT BY BRAUN INTERTEC, DATED ****pending**** DRAWN 12/2016 LOUCKS PLATE NO. 2031 STANDARD GUTTER 8"12" 6" 13.5" 1 2" RAD. MIN. OF 4" AGG. BASE UNDER CURB (IF TOTAL THICKNESS OF SECTION ALLOWS) 3/8 " LIP 3" RAD. 1 3 3" RAD. AGG. BASE VARIES SLOPE GUTTER TO MATCH PARKING LOT DRAINAGE (3/4" PER FT. TYP.) TIP GUTTER OUT AS REQ'D B612 STYLE CONCRETE CURB AND GUTTER MINIMUM 1' BEHIND BACK OF CURB 7" SPECIFICATION NOTES: 1.UPON COMPLETION, CURBING SHOULD BE SPRAYED WITH A MEMBRANE CURING COMPOUND PER MNDOT 3754. 2.EXPANSION JOINTS AT MAX. SPACING OF 200'. 3.CONSTRUCT IN ACCORDANCE WITH MNDOT 2531. DRAWN 2/2016 LOUCKS PLATE NO. 2009 TRAFFIC SIGN 3#/FT. 3#/FT. TRAFFIC SIGN SPECIFICATIONS STOP SIGN SHALL BE R1-1, 30"X30" OR AS DIRECTED BY ENGINEER. MATERIAL ALUMINUM SHALL BE 5052-H38 OR 6061-T6 ALLOY. GAUGE SHALL BE 0.080 ON THE LONGEST SIDE UP TO 30", 0.100 ON THE LONGEST SIDE OVER 30". REFLECTIVE SHEETING SHALL BE DIAMOND GRADE VIP. ALL SIGNS SHALL CONFORM TO MN/DOT 3352, SIGNS, DELINEATORS AND MARKERS - STANDARD SPECIFICATIONS FOR CONSTRUCTION. CHANNEL POST SPECIFICATIONS STEEL CHANNEL POSTS SHALL WEIGH 3LB. /FT. POSTS SHALL BE OF THE 4-RIB DESIGN, GALVANIZED AND PUNCHED ON 1" CENTERS.3'-0"7'-0"IF INSTALLED IN PAVEMENT, INSTALL V-LOC ANCHOR OR APPROVED EQUAL. DRAWN 12/2016 LOUCKS PLATE NO. 2041 VINYL PRIVACY FENCE SCALE: NA filename.dwg42"8' TYP 12" DIAM6'-0"EXISTING SUBGRADE VINYL PRIVACY FENCE HEIGHT: 6 FEET COLOR: WHITE CONCRETE FOOTING TOPSOIL FOR GROUND COVER - 1/2" Per Ft. 18"18" 3"3 1/2"7"36" CONCRETE VALLEY GUTTER 4" MIN. AGGREGATE BASE No. 4 REBAR (TYP) DRAWN 2/2016 LOUCKS PLATE NO. 2018 LOUCKS W:\2026\260351\cadd Data\CIVIL\_dwg Sheet Files\C8-1 CIVIL DETAILS12755 Highway 55, Suite R100 Plymouth, MN 55441 763.424.5505 www.loucksinc.com PLANNING CIVIL ENGINEERING LAND SURVEYING LANDSCAPE ARCHITECTURE ENVIRONMENTAL C ADD f iles pr epar ed by t he Cons ult ant for this p roject ar e instruments of the Consultant professional services for use solely with respect to this project. These CADD files shall not be used on other projects, for additions to this project, or for completion of t his p r ojec t by ot her s w it hou t wr i t te n ap pr ov al b y t he C onsultant . With t he Cons ultant's appr oval, ot hers may be per mit t ed t o ob t ain cop ies of t he C AD D dr aw ing files f or information and reference only. All intentional or unintentional revisions, additions, or deletions to these CADD files shall be made at the full risk of that party making such revisions, additions or deletions and that party shall hold harmless and indemnify the Consultant from any & all responsibilities, claims, and liabilities. CADD QUALIFICATION QUALITY CONTROL PROFESSIONAL SIGNATURE SUBMITTAL/REVISIONS BLAZE CREDIT UNION CHANHASSEN 320 Lake Drive East Chanhassen, MN 55317 2025 Larpenteur Ave. W. Falcoln Heights, MN 55113 C1-1 DEMOLITION PLAN C2-1 SITE PLAN C3-1 GRADING PLAN C3-2 SWPPP C3-2 SWPPP NOTES C4-1 SANITARY AND WATERMAIN PLAN C4-2 STORM SEWER PLAN C8-1 CIVIL DETAILS C8-2 CIVIL DETAILS L0-1 TREE REPLACEMENT PLAN L1-1 LANDSCAPE PLAN L2-1 LANDSCAPE DETAILS 10/02/26 ENTITLEMENTS SUBMITTAL License No. Date I hereby certify that this plan, specification or report was prepared by me or under my direct supervision and that I am a duly Licensed Professional Engineer under the laws of the State of Minnesota. 46607 10/02/26 Brian M. Johnson - PE Review Date Project Lead Drawn By Checked By Loucks Project No. 10/02/26 BMJ BMJ BMJ 260351 CIVIL CONSTRUCTION DETAILS C8-3 UNDERGROUND FILTRATION SYSTEM SECTION SCALE: N/A TBD TBD TBD TBD 84" HDPE PIPE 84" HDPE PIPE 84" HDPE PIPE FREE DRAINING ANGULAR WASHED STONE NON LIMESTONE/CARBONATE MATERIAL 3/8" MIN. PARTICLE SIZE. THE MAXIMUM LOS ANGELES RATTLER LOSS SHOULD BE 35% PER AASHTO T-96 AND NO GREATER LOSS THAN 10% PER AASHTO T-104 MAGNESIUM SULFATE SOUNDNESS TEST ON THE NON-IGNEOUS PORTIONS AND AS MODIFIED BY THE MNDOT LABORATORY MANUAL (MNDOT 2005) COMPACT TO MIN. 90% STANDARD DENSITY PER AASHTO T-99 PLACED IN LIFTS OF 4-6" INSTALL CMP PIPE PER ASSHTO M-36, AASHTO SECTION 12 OR HDPE PER ASTM D2321 NON-WOVEN GEOTEXTILE FABRIC AROUND SIDES & BOTTOM OF TRENCH & PIPE. DO NOT PLACE NON-WOVEN FABRIC ON TOP OF TRENCH. GRANULAR BEDDING, ROUGHLY SHAPED TO FIT THE BOTTOM OF PIPE, 6" IN DEPTH. (2) 6" SLOTTED SINGLE WALL HDPE DRAINTILE W/ CIRCULAR KNOT POLYMERIC FILAMENT FILTER SOCK PER ASTM D6707-10. MNDOT 3733 TYPE 1 SEWN SEAM NON-WOVEN FABRIC SHALL NOT BE USED. 24" LAYERED MEDIA SECTION TOP 6" - MEDIA MIX C MIDDLE 8" - ASTM 33 SAND BOTTOM 10" - ASTM 33 SAND WITH 5% IRON FILLING BY VOLUME WOVEN GEOTEXTILE FABRIC ON TOP OF TRENCH. IRON ENHANCED FILTRATION TANK VOLUME: 1" OVER IRRIGATION AREA (2x) VOLUME: WATER QUALITY WATER QUALITY VOLUME MECHANICAL ELEVATION CONTROL 939.99 BACKFLOW PREVENTOR FILTERED WATER TO RE-USE TANK FLOW IN EXCESS OF WQV BYPASS TO OFFSITE 3' SUMP & SNOUT FOR PRETREATMENT 2-YEAR, HWL=941.24 10-YEAR, HWL=941.70 100-YEAR, HWL=942.89 IRRIGATION REUSE MECHANICAL ELEVATION CONTROL 939.75 STMH#101 STMH#104 CBMH#106 WITH HYDROSTATIC (HEAD) PRESSURE EXCESS VOLUME GREATER THAN THE IRRIGATION VOLUME THAT MAY BE FILTERED HAS A PATH TO DISCHARGE SITE STORMWATER MANAGEMENT SYSTEM SECTION SCALE: N/A EXISTING PIPE PROJECT OUTFALL 930.70 936.70 943.70 939.75 939.99 IRRIGATION / RE-USE TANK VOLUME (FULL)=594 CF VOLUME (THIS TANK)=2,818 CF VOLUME (THIS TANK)=3,110 CF IRRIGATION VOLUME PROVIDED REUSE TANK VOLUME =594 CF FILTRATION TANK VOLUME =2,818 CF TOTAL =3,412 CF WATER QUALITY VOLUME PROVIDED REUSE TANK VOLUME =594 CF FILTRATION TANK VOLUME =3,110 CF TOTAL =3,704 CF (> 3,701 CF REQ'D)1'-4"VARIABLE6"3"6"4.0' OUTLET FLOW 3'MIN.2" 0"-8" 2" NYLOPLAST SNOUT STRUCTURE OR APPROVED EQUAL. CONCRETE ADJUSTING RINGS, MIN. 4" - MAX. 10" NOTE: 24"x36" SLAB OPENING FOR NEENAH R-3067 CASTING WITH D.L., D.R. OR TYPE V GRATE. 27" ɸ SLAB OPENING FOR NEENAH R-3250 & R-1733 CASTING. SUMP CATCH BASIN / MANHOLE MINIMUM SLAB THICKNESS IS 6" FOR 14' DEPTH. INCREASE THICKNESS 1" FOR 4' OF DEPTH GREATER THAN 14'. PRECAST CONCRETE MANHOLE SECTIONS WITH "O"-RING RUBBER GASKETS. SLAB TOP TO BE SET IN A MORTAR BED. 6" PRECAST REINFORCED CONCRETE SLAB. STEPS 16" O.C. ON DOWNSTREAM SIDE. EXTRUDED ALUMINUM OR STEEL REINFORCED COPOLYMER PLASTIC.6"DRAWN 2/2016 LOUCKS PLATE NO. 4304LOUCKS NO PARKING PROPOSED CREDIT UNION 5,050 SF FFE-949.25DO NOT ENTER947 948 949 9 4 8948949 94894 8 948 950 949 950 951 952 950 949947948 950 947 9 4 8 949 4 44448888888 8 95095095094894995195288888 8 88 88888888 8 8 85 HE-D 5 CO-F 3 HE-D 3 HE-D 3 HY-I 3 TA-T 4 HY-I 6 HE-D 6 CA-K 5 JU-G 6 CA-K 7 HE-B 10 JU-Z 4 HE-B 4 CA-K 5 JU-G 3 HE-D 6 CA-K 4 HE-D 5 HE-D 1 MA-S 1 CE-O 1 CE-O 3 PI-S 2 AC-F 3 CE-O 3 AC-S 2 AC-S 10 SP-L 6 CA-K 1 TI-A 1 TI-A 17 CO-F 1 AC-F 3 HO-F 2 VI-T RETAINING WALL (SEE GRADING PLAN) EDGER-TYP EDGER-TYP MONUMENT SIGN (SEE ARCH) SYMBOL CODE QTY COMMON / BOTANICAL NAME CONT SIZE ORNAMENTAL TREES MA-S 1 SPRING SNOW CRABAPPLE / MALUS X `SPRING SNOW`B&B 1.5" CAL 1 SUBTOTAL: DECIDUOUS TREES AC-F 3 ARMSTRONG MAPLE / ACER FREEMANII `ARMSTRONG`B&B 2.5" CAL AC-S 5 SIENNA GLEN MAPLE / ACER FREEMANII `SIENNA GLEN`B&B 2.5" CAL CE-O 5 COMMON HACKBERRY / CELTIS OCCIDENTALIS B&B 2.5" CAL TI-A 2 BOULEVARD LINDEN / TILIA AMERICANA `BOULEVARD`B&B 2.5" CAL 15 SUBTOTAL: EVERGREEN TREES PI-S 3 SCOTCH PINE / PINUS SYLVESTRIS FULL FORM B&B 6' HGT 3 SUBTOTAL: SHRUBS CO-F 22 ARCTIC FIRE DOGWOOD / CORNUS SERICEA `ARTIC FIRE`CONT 3' HGT HY-I 7 INCREDIBALL HYDRANGEA / HYDRANGEA ARBORESCENS `INCREDIBALL`CONT 2' HGT SP-L 10 LITTLE PRINCESS SPIREA / SPIREA JAPONICA `LITTLE PRINCESS`CONT VI-T 2 COMPACT AMERICAN VIBURNUM / VIBURNUM TRILOBUM `BAILEY COMPACT`CONT 3' HGT 41 SUBTOTAL: CONIFEROUS SHRUBS JU-G 10 SEA GREEN JUNIPER / JUNIPERUS CHINENSIS `SEA GREEN`CONT #3 JU-Z 10 ARCADIA JUNIPER / JUNIPERUS SABINA `ARCADIA`CONT #3 TA-T 3 TAUNTON YEW / TAXUS X MEDIA `TAUNTON`CONT #3 23 SUBTOTAL: PERENNIALS HE-B 11 BAJA DAYLILY / HEMEROCALLIS X `BAJA`CONT HE-D 29 STELLA D` ORO DAYLILY / HEMEROCALLIS X `STELLA DE ORO`CONT HO-F 3 FRANCEE HOSTA / HOSTA `FRANCEE`CONT 43 SUBTOTAL: GRASSES CA-K 28 FEATHER REED GRASS / CALAMAGROSTIS X ACUTIFLORA `KARL FOERSTER`CONT 3' HGT 28 SUBTOTAL: SYMBOL CODE QTY COMMON / BOTANICAL NAME GROUND COVERS HM-1 2,435 SF HARDWOOD MULCH RM-1 323 SF ROCK MULCH TS-1 17,355 SF TURF SOD 20,113 SF SUBTOTAL: PLANT SCHEDULE LOUCKS W:\2026\260351\CADD DATA\LANDSCAPE\_dwg Sheet Files\L1-1 LANDSCAPE PLAN12755 Highway 55, Suite R100 Plymouth, MN 55441 763.424.5505 www.loucksinc.com PLANNING CIVIL ENGINEERING LAND SURVEYING LANDSCAPE ARCHITECTURE ENVIRONMENTAL CA DD f il es pr epar ed by t he Co ns ul tan t f or th is pr oje ct ar e instruments of the Consultant professional services for use solely with respect to this project. These CADD files shall not be used on other projects, for additions to this project, or for completion o f t h i s p r o j e ct b y o t h e r s w i t h o u t w r i t t e n a pp r o va l by t h e Con su lt ant . W it h the C onsul ta nt 's appr ova l, othe rs ma y be p e r m i t ted to ob tain co p ies o f t h e C AD D d r a win g f i l e s f o r inf ormation and reference only. All intentional or unintentional revisions, additions, or deletions to these CADD f iles shall be made at the full risk of that party making such revisions, additions or deletions and that party shall hold harmless and indemnify the Consultant from any & all responsibilities, claims, and liabilities. CADD QUALIFICATION QUALITY CONTROL PROFESSIONAL SIGNATURE SUBMITTAL/REVISIONS BLAZE CREDIT UNION CHANHASSEN 320 Lake Drive East Chanhassen, MN 55317 2025 Larpenteur Ave. W. Falcoln Heights, MN 55113 C1-1 DEMOLITION PLAN C2-1 SITE PLAN C3-1 GRADING PLAN C3-2 SWPPP C3-2 SWPPP NOTES C4-1 SANITARY AND WATERMAIN PLAN C4-2 STORM SEWER PLAN C8-1 CIVIL DETAILS C8-2 CIVIL DETAILS L0-1 TREE REPLACEMENT PLAN L1-1 LANDSCAPE PLAN L2-1 LANDSCAPE DETAILS 10/02/26 ENTITLEMENTS SUBMITTAL SHEET INDEX Douglas D. Loken - LA Review Date SHEET INDEX License No. Date I hereby certify that this plan, specification or report was prepared by me or under my direct supervision and that I am a duly Licensed Landscape Architect under the laws of the State of Minnesota. 45591 Project Lead Drawn By Checked By Loucks Project No.260351 BMJ DDL DDL 10/02/26 - LANDSCAPE PLAN L1-1 CONTRACTOR SHALL VISIT SITE PRIOR TO SUBMITTING BID. HE SHALL INSPECT SITE AND BECOME FAMILIAR WITH EXISTING CONDITIONS RELATING TO THE NATURE AND SCOPE OF WORK. VERIFY LAYOUT AND ANY DIMENSIONS SHOWN AND BRING TO THE ATTENTION OF THE LANDSCAPE ARCHITECT ANY DISCREPANCIES WHICH MAY COMPROMISE THE DESIGN AND / OR INTENT OF THE PROJECT'S LAYOUT. ASSURE COMPLIANCE WITH ALL APPLICABLE CODES AND REGULATIONS GOVERNING THE WORK OR MATERIALS SUPPLIED. CONTRACTOR SHALL PROTECT ALL EXISTING ROADS, CURBS / GUTTERS, TRAILS, TREES, LAWNS AND SITE ELEMENTS DURING PLANTING OPERATIONS. ANY DAMAGE TO SAME SHALL BE REPAIRED AT NO COST TO THE OWNER. CONTRACTOR SHALL VERIFY ALIGNMENT AND LOCATION OF ALL UNDERGROUND AND ABOVE GRADE UTILITIES. CONTRACTOR TO PROVIDE THE NECESSARY PROTECTION FOR THE UTILITIES BEFORE CONSTRUCTION / MATERIAL INSTALLATION BEGINS. CONTRACTOR TO NOTIFY GENERAL CONTRACTOR OF ANY CONCERNS PRIOR TO INSTALLATION OF PLANTINGS. EXISTING CONTOURS, TRAILS, VEGETATION, CURB / GUTTER AND OTHER EXISTING ELEMENTS BASED UPON INFORMATION SUPPLIED TO LANDSCAPE ARCHITECT BY OTHERS. CONTRACTOR SHALL VERIFY ANY AND ALL DISCREPANCIES PRIOR TO CONSTRUCTION AND NOTIFY LANDSCAPE ARCHITECT OF SAME. THE ALIGNMENT AND GRADES OF THE PROPOSED WALKS, TRAILS AND / OR ROADWAYS ARE SUBJECT TO FIELD ADJUSTMENT REQUIRED TO CONFORM TO LOCALIZED TOPOGRAPHIC CONDITIONS AND TO MINIMIZE TREE REMOVAL AND GRADING. ANY CHANGE IN ALIGNMENT MUST BE APPROVED BY LANDSCAPE ARCHITECT. VERIFY EXISTING / PROPOSED IRRIGATION SYSTEM LAYOUT AND CONFIRM COMPLETE LIMITS OF IRRIGATION PRIOR TO SUPPLYING SHOP DRAWINGS. LANDSCAPE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING AN IRRIGATION LAYOUT PLAN AND SPECIFICATION AS A PART OF THE SCOPE OF WORK WHEN BIDDING. THESE SHALL BE APPROVED BY THE LANDSCAPE ARCHITECT PRIOR TO ORDER AND / OR INSTALLATION. IT SHALL BE THE LANDSCAPE CONTRACTORS RESPONSIBILITY TO INSURE THAT ALL SODDED / SEEDED AND PLANTED AREAS ARE IRRIGATED PROPERLY, INCLUDING THOSE AREAS DIRECTLY AROUND AND ABUTTING BUILDING FOUNDATION. THE LANDSCAPE CONTRACTOR SHALL PROVIDE THE OWNER WITH AN IRRIGATION SCHEDULE APPROPRIATE TO THE PROJECT SITE CONDITIONS AND TO PLANT MATERIAL GROWTH REQUIREMENTS. IRRIGATION SYSTEM IS NOT TO SPRINKLE ACROSS PAVEMENT NOR SHALL THE SYSTEM SPRINKLE THE BUILDING. THE SYSTEM SHALL INCORPORATE A RAIN SENSOR INTO IRRIGATION SYSTEM. PLANTINGS OUTSIDE THE LIMITS OF IRRIGATION ARE TO BE WATERED REGULARLY UNTIL PLANTING / SOD / SEED HAS BEEN ESTABLISHED. GENERAL NOTES IRRIGATION NOTES N SCALE IN FEET 0 20 40 TOLL FREE: 1-800-252-1166 TWIN CITY AREA: 651-454-0002 Gopher State One Call CALL BEFORE YOU DIG! WARNING: THE CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING FOR LOCATIONS OF ALL EXISTING UTILITIES. THEY SHALL COOPERATE WITH ALL UTILITY COMPANIES IN MAINTAINING THEIR SERVICE AND / OR RELOCATION OF LINES. THE CONTRACTOR SHALL CONTACT GOPHER STATE ONE CALL AT 651-454-0002 AT LEAST 48 HOURS IN ADVANCE FOR THE LOCATIONS OF ALL UNDERGROUND WIRES, CABLES, CONDUITS, PIPES, MANHOLES, VALVES OR OTHER BURIED STRUCTURES BEFORE DIGGING. THE CONTRACTOR SHALL REPAIR OR REPLACE THE ABOVE WHEN DAMAGED DURING CONSTRUCTION AT NO COST TO THE OWNER. LANDSCAPING SHALL BE PROVIDED THAT MEETS THE MINIMUM LANDSCAPING BUDGET PROVIDED IN THE TABLE IN SEC. 20-1179 LANDSCAPE BUDGET. ESTIMATED PROJECT COST: $3,600,000 REQUIRED: $30,000 + 0.25% OF PROJECT VALUE IN EXCESS OF $3,00,000 -30,000 + (0.25% * 3,600,000) = $39,000 LANDSCAPE REQUIREMENTS LOUCKS W:\2026\260351\CADD DATA\LANDSCAPE\_dwg Sheet Files\L2-1 LANDSCAPE DETAILS12755 Highway 55, Suite R100 Plymouth, MN 55441 763.424.5505 www.loucksinc.com PLANNING CIVIL ENGINEERING LAND SURVEYING LANDSCAPE ARCHITECTURE ENVIRONMENTAL CA DD f il es pr epar ed by t he Co ns ul tan t f or th is pr oje ct ar e instruments of the Consultant professional services for use solely with respect to this project. These CADD files shall not be used on other projects, for additions to this project, or for completion o f t h i s p r o j e ct b y o t h e r s w i t h o u t w r i t t e n a pp r o va l by t h e Con su lt ant . W it h the C onsul ta nt 's appr ova l, othe rs ma y be p e r m i t ted to ob tain co p ies o f t h e C AD D d r a win g f i l e s f o r inf ormation and reference only. All intentional or unintentional revisions, additions, or deletions to these CADD f iles shall be made at the full risk of that party making such revisions, additions or deletions and that party shall hold harmless and indemnify the Consultant from any & all responsibilities, claims, and liabilities. CADD QUALIFICATION QUALITY CONTROL PROFESSIONAL SIGNATURE SUBMITTAL/REVISIONS BLAZE CREDIT UNION CHANHASSEN 320 Lake Drive East Chanhassen, MN 55317 2025 Larpenteur Ave. W. Falcoln Heights, MN 55113 C1-1 DEMOLITION PLAN C2-1 SITE PLAN C3-1 GRADING PLAN C3-2 SWPPP C3-2 SWPPP NOTES C4-1 SANITARY AND WATERMAIN PLAN C4-2 STORM SEWER PLAN C8-1 CIVIL DETAILS C8-2 CIVIL DETAILS L0-1 TREE REPLACEMENT PLAN L1-1 LANDSCAPE PLAN L2-1 LANDSCAPE DETAILS 10/02/26 ENTITLEMENTS SUBMITTAL SHEET INDEX Douglas D. Loken - LA Review Date SHEET INDEX License No. Date I hereby certify that this plan, specification or report was prepared by me or under my direct supervision and that I am a duly Licensed Landscape Architect under the laws of the State of Minnesota. 45591 Project Lead Drawn By Checked By Loucks Project No.260351 BMJ DDL DDL 10/02/26 - LANDSCAPE DETAILS L2-1 2x ROOT BALL WIDTH SET PLANT ON UNDISTRUBED NATIVE SOIL SCARIFY BOTTOM AND SIDES OF HOLE PRIOR TO PLANTING EDGE CONDITION VARIES WOOD STAKE BACKFILL WITH IN SITU TOPSOIL MULCH - 4" DEEP. NO MULCH IN CONTACT WITH TRUNK - SEE NOTES OR SPECS. ROOT FLARE EVEN WITH OR JUST ABOVE GRADE SAFETY FLAGGING - ONE PER WIRE TREE WRAP TO FIRST BRANCH 16"X2" POLYPROPYLENE OR POLYETHYLENE STRAP NOTES: 1.THE CONTRACTOR IS RESPONSIBLE FOR MAINTAINING ALL TREES IN A PLUMB POSITION THROUGH THE WARRANTY PERIOD. STAKING IS SUGGESTED, BUT NOT REQUIRED. ANY STAKING MUST CONFORM WITH PRACTICES AS DEFINED IN A.N.A. GUIDELINES FOR STANDARD PRACTICES. 2.PRUNE DAMAGED AND CROSSING BRANCHES AFTER PLANTING IS COMPLETE. 3.CUT BACK WIRE BASKET. 4.WATER TREE THOROUGHLY DURING PLANTING OPERATIONS. PLACE BACKFILL IN 8-12" LIFTS AND SATURATE SOIL WITH WATER. DO NOT COMPACT MORE THAN NECESSARY TO MAINTAIN PLUMB. 5.CONTRACTOR IS RESPONSIBLE FOR TESTING PERCOLATION RATES PRIOR TO PLANTING. NOTIFY LANDSCAPE ARCHITECT IMMEDIATELY IF POOR DRAINAGE EXISTS. DETAIL - DECIDUOUS TREE 3/4" 1 -" CUT ROPES AND EXPOSE TOP 1/3 OF BURLAP BALL. REMOVE NON-BIODEGRADABLE MATERIAL. PLANT-TREE-1 1 2 x ROOT BALL WIDTH NOTES: 1.THE CONTRACTOR IS RESPONSIBLE FOR MAINTAINING ALL TREES IN A PLUMB POSITION THROUGH THE WARRANTY PERIOD. STAKING IS SUGGESTED, BUT NOT REQUIRED. ANY STAKING MUST CONFORM WITH PRACTICES AS DEFINED IN A.N.A. GUIDELINES FOR STANDARD PRACTICES. 2.PRUNE ANY DAMAGED BRANCHES AFTER PLANTING IS COMPLETE. 3.WATER TREE THOROUGHLY DURING PLANTING OPERATIONS. PLACE BACKFILL IN 8-12" LIFTS AND SATURATE SOIL WITH WATER. DO NOT COMPACT MORE THAN NECESSARY TO MAINTAIN PLUMB. 4.CONTRACTOR IS RESPONSIBLE FOR TESTING PERCOLATION RATES PRIOR TO PLANTING. NOTIFY LANDSCAPE ARCHITECT IMMEDIATELY IF POOR DRAINAGE EXISTS. DETAIL - CONIFEROUS TREE 3/4" 1 -" SET PLANT ON UNDISTRUBED NATIVE SOIL SCARIFY BOTTOM AND SIDES OF HOLE PRIOR TO PLANTING EDGE CONDITION VARIES WOOD STAKE BACKFILL WITH IN SITU TOPSOIL MULCH - 4" DEEP. NO MULCH IN CONTACT WITH TRUNK - SEE NOTES OR SPECS. SAFETY FLAGGING - ONE PER WIRE 16"X2" POLYPROPYLENE OR POLYETHYLENE STRAP CUT ROPES AND EXPOSE TOP 1/3 OF BURLAP BALL. REMOVE NON-BIODEGRADABLE MATERIAL. 2 PLANT-TREE-2 NOTES: LOOSEN ROOTS OF ALL CONTAINERIZED PLANTS. SCARIFY BOTTOM AND SIDES OF HOLE PRIOR TO PLANTINGBUILDING WALL (TYP)EDGE VARIES - REFER TO PLAN EDGING MATERIAL - SEE NOTES OR SPEC. LANDSCAPE FABRIC - SEE NOTES OR SPEC. MULCH - 3" DEPTH - SEE NOTES OR SPEC. PLANTING SOIL - SEE NOTES OR SPEC. SHRUBS TO BE PLACED SO THAT TOP OF CONTAINER SITS FLUSH WITH PROPOSED GRADE DETAIL - SHRUB PLANTING 1" 1 -" REFER TO SCHEDULE 18" MIN. PREPARE BED A MIN. 4" DEEPER THAN ROOT BALL PLANT-SHRB-1 3 VARIES SEE SCHEDULE FOR SPACING NOTE: LOOSEN ROOTS OF PLANT MATERIAL PRIOR TO PLANTINGBUILDING WALL (TYP)PLANTING SOIL - SEE NOTES EDGE VARIES - REFER TO PLAN EDGING MATERIAL - SEE NOTES MULCH - 3" MIN. DEPTH - SEE NOTES PLANTING - PERENNIAL 1" 1 -"PLANT-PER-1 4 GENERAL NOTES COORDINATE THE PHASES OF CONSTRUCTION AND PLANTING INSTALLATION WITH OTHER CONTRACTORS WORKING ON SITE. NO PLANTING WILL BE INSTALLED UNTIL ALL GRADING AND CONSTRUCTION HAS BEEN COMPLETED IN THE IMMEDIATE AREA. ALL PLANTS TO BE INSTALLED AS PER PLANTING DETAILS. REMOVE ALL FLAGGING AND LABELS FROM PLANTS. IF THE LANDSCAPE CONTRACTOR IS CONCERNED OR PERCEIVES ANY DEFICIENCIES IN THE PLANT SELECTIONS, SOIL CONDITIONS OR ANY OTHER SITE CONDITION WHICH MIGHT NEGATIVELY AFFECT PLANT ESTABLISHMENT, SURVIVAL OR GUARANTEE, THE CONTRACTOR MUST BRING THESE DEFICIENCIES TO THE ATTENTION OF THE LANDSCAPE ARCHITECT PRIOR TO PROCUREMENT AND / OR INSTALLATION. PROTECT ALL EXISTING TREES ON SITE SCHEDULED TO REMAIN. IF EXISTING TREES ARE DAMAGED IN ANY MANNER, ABOVE OR BELOW GROUND IN THE ROOT SYSTEM, AN ASPHALTIC TREE PRUNING PAINT SHOULD BE APPLIED IMMEDIATELY AFTER WOUNDING. SOIL & GROUNDCOVER ALL PLANTING AREAS RECEIVING PLANTED GROUND COVER, PERENNIALS, ANNUALS, AND/OR VINES SHALL RECEIVE A MINIMUM OF 24" DEPTH OF PLANTING SOIL (MNDOT 3877 - 2B OR EQUAL). WHERE SOD / SEED ABUTS PAVED SURFACES, FINISHED GRADE OF SOD / SEED SHALL BE HELD 1" BELOW SURFACE ELEVATION OF TRAIL, SLAB, CURB, ETC. SOD ALL DESIGNATED AREAS DISTURBED DUE TO GRADING. SOD SHALL BE LAID PARALLEL TO THE CONTOURS AND SHALL HAVE STAGGERED JOINTS. ON SLOPES STEEPER THAN 3:1 OR IN DRAINAGE SWALES, THE SOD SHALL BE STAKED TO THE GROUND. LANDSCAPE CONTRACTOR SHALL VERIFY THAT SOIL AND COMPACTION CONDITIONS ARE ADEQUATE TO ALLOW FOR PROPER DRAINAGE AT AND AROUND THE BUILDING SITE. PLANTINGS INFO ALL PLANT MATERIAL SHALL COMPLY WITH THE LATEST EDITION OF THE AMERICAN STANDARD FOR NURSERY STOCK, AMERICAN ASSOCIATION OF NURSERYMEN. UNLESS NOTED OTHERWISE, ALL SHRUBS SHALL HAVE AT LEAST 5 CANES AT THE SPECIFIED MINIMUM SHRUB HEIGHT OR WIDTH. ORNAMENTAL TREES SHALL HAVE NO V CROTCHES AND SHALL BEGIN BRANCHING NO LOWER THAN 3' ABOVE ROOT BALL. STREET AND BOULEVARD TREES SHALL BEGIN BRANCHING NO LOWER THAN 5' ABOVE FINISHED GRADE. ANY CONIFEROUS TREE PREVIOUSLY PRUNED FOR CHRISTMAS TREE SALES SHALL NOT BE USED. ALL CONIFEROUS TREES SHALL BE FULL FORM, NATURAL TO THE SPECIES, WITHOUT PRUNING. PRIOR TO PLANTING, FIELD VERIFY THAT THE ROOT COLLAR / ROOT FLAIR IS LOCATED AT THE TOP OF THE BALLED & BURLAP TREE. IF THIS IS NOT THE CASE, SOIL SHALL BE REMOVED DOWN TO THE ROOT COLLAR / ROOT FLAIR. WHEN THE BALLED & BURLAP TREE IS PLANTED, THE ROOT COLLAR / ROOT FLAIR SHALL BE EVEN OR SLIGHTLY ABOVE FINISHED GRADE. ALL PROPOSED PLANTS SHALL BE LOCATED AND STAKED AS SHOWN ON PLAN. ADJUSTMENTS IN LOCATION OF PROPOSED PLANT MATERIALS MAY BE NEEDED IN FIELD. SHOULD AN ADJUSTMENT BE ADVISED, THE LANDSCAPE ARCHITECT MUST BE NOTIFIED. PLAN TAKES PRECEDENCE OVER PLANT SCHEDULE IF DISCREPANCIES IN QUANTITIES EXIST. SPECIFICATIONS TAKE PRECEDENCE OVER NOTES. NO PLANT MATERIAL SUBSTITUTIONS WILL BE ACCEPTED UNLESS APPROVAL IS REQUESTED OF THE LANDSCAPE ARCHITECT BY THE LANDSCAPE CONTRACTOR PRIOR TO THE SUBMISSION OF A BID AND / OR QUOTATION. WRAPPING MATERIAL SHALL BE CORRUGATED PVC PIPING 1" GREATER IN CALIPER THAN THE TREE BEING PROTECTED OR QUALITY, HEAVY, WATERPROOF CREPE PAPER MANUFACTURED FOR THIS PURPOSE. WRAP ALL DECIDUOUS TREES PLANTED IN THE FALL PRIOR TO 12-1 AND REMOVE ALL WRAPPING AFTER 5-1. FERTILIZER ALL PLANT MATERIALS SHALL BE FERTILIZED UPON INSTALLATION WITH A 27-3-3 SLOW RELEASE FERTILIZER MIXED IN WITH THE PLANTING SOIL PER THE MANUFACTURER'S INSTRUCTIONS. PLANTS MAY BE TREATED FOR SUMMER AND FALL INSTALLATION WITH AN APPLICATION OF GRANULAR 27-3-3 AT 6 OZ PER 2.5" CALIPER PER TREE AND 3 OZ PER SHRUB WITH AN ADDITIONAL APPLICATION OF 27-3-3 THE FOLLOWING SPRING IN THE TREE SAUCER. EDGING FOR PLANTING BEDS BLACK METAL EDGER TO BE USED TO CONTAIN SHRUBS, PERENNIALS, AND ANNUALS WHERE BED MEETS SOD / SEED UNLESS NOTED OTHERWISE. PLANTING BED PREPARATION ALL SHRUB BED MASSINGS TO RECEIVE 4" DEEP MULCH AND FIBER MAT WEED BARRIER. ALL TREES NOT IN PLANTING BEDS TO RECEIVE 4" DEEP HARDWOOD MULCH RING WITH NO MULCH IN DIRECT CONTACT WITH TREE TRUNK. SPREAD GRANULAR PRE EMERGENT HERBICIDE (PREEN OR EQUAL) PER MANUFACTURER'S RECOMMENDATIONS UNDER ALL MULCHED AREAS. MAINTENANCE STRIPS TO HAVE EDGER AND MULCH AS SPECIFIED / INDICATED ON DRAWING OR IN SPECIFICATION. INSPECTION AND WARRANTY CONTRACTOR SHALL SUBMIT A WRITTEN REQUEST FOR THE OWNER ACCEPTANCE INSPECTION OF ALL LANDSCAPE AND SITE IMPROVEMENTS. CONTRACTOR IS RESPONSIBLE FOR ON-GOING MAINTENANCE OF ALL NEWLY INSTALLED MATERIALS UNTIL TIME OF OWNER ACCEPTANCE. ANY ACTS OF VANDALISM OR DAMAGE WHICH MAY OCCUR PRIOR TO OWNER ACCEPTANCE SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. CONTRACTOR SHALL PROVIDE THE OWNER WITH A MAINTENANCE PROGRAM INCLUDING, BUT NOT NECESSARILY LIMITED TO, PRUNING, FERTILIZATION AND DISEASE / PEST CONTROL. CONTRACTOR SHALL GUARANTEE NEW PLANT MATERIAL THROUGH ONE (1) CALENDAR YEAR FROM THE DATE OF OWNER ACCEPTANCE. WARRANTY (ONE (1) FULL GROWING SEASON) FOR LANDSCAPE MATERIALS SHALL BEGIN ON THE DATE OF ACCEPTANCE BY THE LANDSCAPE ARCHITECT AFTER THE COMPLETION OF PLANTING OF ALL LANDSCAPE MATERIALS. NO PARTIAL ACCEPTANCE WILL BE CONSIDERED. TIMING OF INSTALLATION UNLESS NOTED OTHERWISE THE APPROPRIATE DATES FOR SPRING PLANT MATERIAL INSTALLATION AND SEED / SOD PLACEMENT IS FROM THE TIME GROUND HAS THAWED TO JUNE 15. FALL SODDING IS GENERALLY ACCEPTABLE FROM AUGUST 15 - NOVEMBER 1. FALL SEEDING FROM AUGUST 15 - SEPTEMBER 15; DORMANT SEEDING IN THE FALL SHALL NOT OCCUR PRIOR TO NOVEMBER 1. FALL CONIFEROUS PLANTING MAY OCCUR FROM AUGUST 15 - OCTOBER 1 AND DECIDUOUS PLANTING FROM THE FIRST FROST UNTIL NOVEMBER 15. PLANTING OUTSIDE THESE DATES IS NOT RECOMMENDED. ANY ADJUSTMENT MUST BE APPROVED IN WRITING BY THE LANDSCAPE ARCHITECT. TREES ARE NOT TO BE PRUNED, REMOVED OR TRANSPLANTED BETWEEN APRIL 15 AND JULY 1. NOTIFY LANDSCAPE ARCHITECT IF THESE DATES ARE UNAVOIDABLE. LANDSCAPE INSTALLATION: