Agenda - Planning Commission - 05/28/2026

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CA J Ld w LC) G) 0 z J 0_ 0 z w w z Ec oz r w �'71- La O) o% N H O >_ o,(2_ Q GENERAL CONSTRUCTION AND SOILS NOTES: 1. STRIP ALL INPLACE TOPSOIL IN AREAS TO BE DISTURBED BY CONSTRUCTION AND REUSE AS SLOPE DRESSING. IN AREAS OF PARKING LOT AND BUILDING CONSTRUCTION, THE EXPOSED SAND SHALL BE SURFACE COMPACTED TO AT LEAST 100% OF THE STANDARD PROCTOR MAXIMUM DRY DENSITY, ASTM D698, IN AT LEAST THE UPPER 3 FEET. 2. UNLESS OTHERWISE RECOMMENDED IN THESE PLANS, THE GRADING SUBGRADE SHALL BE CONSTRUCTED OF SUITABLE GRADING MATERIAL. THE FILL SHALL BE PLACED IN 8" TO 10" LOOSE LIFTS, AND COMPACTED TO 100% OF THE STANDARD PROCTOR MAXIMUM DRY DENSITY. 3. SUITABLE GRADING MATERIAL FOR THIS PROJECT SHALL CONSIST OF ALL SOILS ENCOUNTERED WITH THE EXCEPTION OF TOPSOIL, SILT, DEBRIS, ORGANIC MATERIAL AND OTHER UNSTABLE MATERIAL. 4. CONTRACTOR SHALL REVIEW THE REPORT OF GEOTECHNICAL EXPLORATION FOR ADDITIONAL SITE PREPARATION REQUIREMENTS. 5. PROVIDE A SAW CUT WHEN PLACING NEW PAVEMENT ADJACENT TO INPLACE PAVEMENT AND AT TERMINI OF CONSTRUCTION TO ENSURE A UNIFORM JOINT. 6. BITUMINOUS AND CONCRETE ITEMS DISTURBED BY CONSTRUCTION SHALL BECOME THE PROPERTY OF THE CONTRACTOR AND SHALL BE DISPOSED OF IN ACCORDANCE WITH MN/DOT SPEC. 2104. 7. USE TACK COAT BETWEEN ALL BITUMINOUS MIXTURES. THE BITUMINOUS TACK COAT MATERIAL SHALL BE APPLIED AT A UNIFORM RATE OF 0.04 GAL/SY TO 0.06 GAL/SY BETWEEN BITUMINOUS LAYERS. THE APPLICATION RATES ARE FOR UNDILUTED EMULSIONS. 8. THE BITUMINOUS MIXTURES SHALL MEET THE REQUIREMENTS OF SPECIFICATIONS 2360 AND 3139. GENERAL EROSION CONTROL NOTES: 1. EROSION CONTROL SHALL CONFORM TO THE MN/DOT EROSION CONTROL HANDBOOK. 2. PRIOR TO ANY CONSTRUCTION ACTIVITIES, THE CONTRACTOR SHALL ACQUIRE THE MPCA NPDES CONSTRUCTION STORMWATER GENERAL PERMIT. A COPY OF THE PERMIT SHALL BE SUBMITTED TO THE CITY PRIOR TO THE PRECONSTRUCTION MEETING. 3. THE CONTRACTOR SHALL INSTALL EROSION AND SEDIMENT CONTROL FACILITIES (BMP'S) PRIOR TO GRADING AND REMOVAL ACTIVITIES. BMP'S SHALL BE MAINTAINED FOR THE DURATION OF CONSTRUCTION ACTIVITIES AND POTENTIAL FOR EROSION HAS PASSED. 4. THE CONTRACTOR SHALL SCHEDULE HIS OPERATION TO MINIMIZE THE AMOUNT OF DISTURBED AREA AT ANY GIVEN TIME. 5. BMP'S SHALL BE INSPECTED DAILY BY THE CONTRACTOR. OBSERVATIONS SHALL BE RECORDED IN AN INSPECTION LOG. WEEKLY INSPECTION LOGS AND INSPECTION LOGS AFTER EVERY 1/2" RAIN EVENT SHALL BE SUBMITTED TO THE CITY INSPECTOR. 6. ALL EROSION AND SEDIMENT CONTROL MEASURES SHALL BE PROPERLY DISPOSED OF WITHIN THIRTY (30) DAYS AFTER FINAL SITE STABILIZATION. 7. THE CONTRACTOR SHALL FILE A NOTICE OF TERMINATION WITH THE MPCA AFTER FINAL STABILIZATION HAS BEEN APPROVED. THE CITY SHALL REVIEW AND APPROVE THE NOTICE OF TERMINATION PRIOR TO SUBMITTAL TO THE MPCA. REFERENCE 0 0 0 c), NOTES: SEE CITY PLATE NO. STR-26 FOR MODIFIED CLASS 5 AGGREGATE BASE SPECIFICATIONS. CONTRACTOR SHALL PROTECT THE INFILTRATION BASIN WITH 48" HIGH ORANGE SAFETY FENCE PRIOR TO THE START OF CONSTRUCTION. CONSTRUCTION EQUIPMENT SHALL BE MINIMIZED OVER THE FOOTPRINT OF THE BASIN. ONLY LOW PRESSURE, WIDE TRACKED EQUIPMENT SHALL BE USED FOR CONSTRUCTION. INFILTRATION BASIN SHALL NOT BE GRADED TO WITHIN THREE FEET OF THE FINAL GRADE UNTIL THE CONTRIBUTING DRAINAGE AREA HAS BEEN CONSTRUCTED AND FULLY STABILIZED OR RIGOROUS EROSION PREVENTION AND SEDIMENT CONTROLS TO KEEP SEDIMENT AND RUNOFF COMPLETELY AWAY FROM THE INFILTRATION BASIN HAS BEEN PROVIDED. THE INFILTRATION RATE FOR THE SOILS IN THE BOTTOM OF THE INFILTRATION BASIN SHALL BE BETWEEN 0.60 AND 8.3 INCHES PER HOUR. THE CONTRACTOR MAY HAVE TO AMEND THE SOILS TO MEET THIS REQUIREMENT. COMPACTED SOIL WITHIN THE INFILTRATION BASIN SHALL BE SCARIFIED TO A DEPTH OF 12" PRIOR TO RESTORATION. BITUMINOUS AND CONCRETE SECTIONS SHALL BE VERIFIED BY A GEOTECHNICAL ENGINEER. 4:1 AX s 2" TYPE SP 9.5 WEARING COURSE MIXTURE (SPWEA340F) BITUMINOUS MATERIAL FOR TACK COAT 2" TYPE SP 12.5 NON WEARING COURSE MIXTURE (SPNWB330F) 6" CLASS 5 AGGREGATE BASE —MODIFIED 10 PLACED ON APPROVED SUBGRADE BITUMINOUS PAVEMENT SECTION © NO SCALE 4" CONCRETE PAVEMENT ad 4" CLASS 5 AGGREGATE BASE —MODIFIED 10 PLACED ON APPROVED SUBGRADE CONCRETE WALK/PAVEMENT SECTION © DATE REVISION 6' NO SCALE 1.50% B612 CONCRETE CURB AND GUTTER — 4" CONCRETE WALK 4" CLASS 5 AGGREGATE BASE —MODIFIED 10 CONCRETE SIDEWALK © NO SCALE DATE REVISION • Cp 24" i r CONTRACTOR SHALL REMOVE ANY ORGANIC SOIL OR CONFINING LAYERS IN THE INFILTRATION AREA AND REPLACE WITH SIMILAR NATIVE SOILS. COMPACTION SHALL BE MINIMIZED TO THE MAXIMUM EXTENT PRACTICAL. 05 s B612 CONCRETE CURB AND GUTTER PER CITY PLATE NO. STR-1 1.50% 12" TIPOUT CURB DETAIL NO SCALE 10' 15' 2.00% B612 CONCRETE CURB AND GUTTER FINISHED -- GRADE VARIES PARKING LOT PAVEMENT SECTION PROFILE GRADE 2.00% —I I I —BOTTOM OF BASIN TOP OF EXISTING SOILS 3" TOPSOIL PER MN/DOT SPEC. 3877.2.E INFILTRATION BASIN ©©® NO SCALE M 6"h— $ s a $ 24" SPECIAL CURB SECTION NO SCALE 15' 10' 2.00% 2.00% B612 CONCRETE CURB AND GUTTER 2" TYPE SP 9.5 WEARING COURSE MIXTURE (SPWEA340F) BITUMINOUS MATERIAL FOR TACK COAT 2" TYPE SP 12.5 NON WEARING COURSE MIXTURE (SPNWB330F) 6" CLASS 5 AGGREGATE BASE —MODIFIED 10 APPROVED SUBGRADE ENTRANCE ROAD SECTION NO SCALE 2.5" TYPE SP 9.5 WEARING COURSE MIXTURE (SPWEA340F) 6" CLASS 5 AGGREGATE BASE —MODIFIED 10 ~ PLACED ON APPROVED SUBGRADE BITUMINOUS TRAIL PAVEMENT SECTION CONTINUOUS #4 REBAR, TOP AND BOTTOM 4 6" 5" 1 .50% NO SCALE 4" CONCRETE WALK 4 as T - 4" CLASS 5 AGGREGATE BASE 10 APPROVED SUBGRADE THICKENED EDGE SIDEWALK NO SCALE 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 o -sota. I MOIHY A. Date 8/12/24 Lic. No, 43362 DESIGNED BY: TAE DRAWN BY: TAE CHECKED BY: CJJ I I I — SIGNIFICANT TREE INVENTORY TABULATION TREE NUMBER COMMON NAME 1 AMERICAN ELM 2 RED 3 RED 4 RED 5 RED 6 RED 7 RED 8 RED 9 RED 10 RED 11 RED 12 RED 13 RED 14 RED 15 RED 16 RED 17 RED 18 RED 19 RED 20 RED 21 RED 22 RED 23 RED 24 RED 25 RED 26 COMMON 27 COMMON 28 COMMON 29 RED 30 RED 31 RED 32 RED 33 RED 34 RED 35 RED 36 RED 37 RED 38 RED 39 SIBERIAN ELM 40 SIBERIAN ELM 41 SIBERIAN ELM 42 RED PINE 43 DEAD 44 RED PINE 45 RED PINE 46 RED PINE 47 RED PINE 48 RED PINE 49 RED PINE 50 RED PINE 51 RED PINE 52 RED PINE 53 RED PINE 54 RED PINE 55 RED PINE 56 RED PINE 57 RED PINE 58 RED PINE 59 RED PINE 60 RED PINE 61 RED PINE 62 RED PINE 63 RED PINE 64 RED PINE Hakanson Anderson PINE PINE PINE PINE PINE PINE PINE PINE PINE PINE PINE PINE PINE PINE PINE PINE PINE PINE PINE PINE PINE PINE PINE PINE HACKBERRY HACKBERRY HACKBERRY PINE PINE PINE PINE PINE PINE PINE PINE PINE PINE Civil Engineers and Land Surveyors 3601 Thurston Ave., Anoka, Minnesota 55303 763-427-5860 FAX 763-427-0520 www.hakanson—anderson.com DIAMETER (INCHES) 25 15 15 16 12 16 18 15 18 18 10 12 12 13 15 18 16 13 12 12 14 16 13 12 15 11 10 10 15 16 15 15 8 13 13 13 15 12 8 8 7 16 13 10 15 18 12 13 13 12 12 9 12 12 8 16 18 15 13 13 13 17 16 CLEAR CLEAR CLEAR CLEAR CLEAR CLEAR CLEAR CLEAR CLEAR CLEAR CLEAR CLEAR CLEAR CLEAR CLEAR CLEAR CLEAR CLEAR CLEAR CLEAR CLEAR CLEAR CLEAR CLEAR CLEAR CLEAR ACTION PROTECT PROTECT PROTECT PROTECT PROTECT PROTECT PROTECT PROTECT PROTECT PROTECT PROTECT PROTECT PROTECT PROTECT PROTECT PROTECT PROTECT PROTECT PROTECT PROTECT PROTECT PROTECT PROTECT PROTECT PROTECT PROTECT PROTECT PROTECT PROTECT PROTECT PROTECT PROTECT PROTECT PROTECT PROTECT AND GRUB - AND GRUB - AND GRUB - PROTECT PROTECT PROTECT AND GRUB - AND GRUB - AND GRUB - AND GRUB - AND GRUB - AND GRUB - AND GRUB - AND GRUB - AND GRUB - AND GRUB - AND GRUB - AND GRUB - AND GRUB - AND GRUB - AND GRUB - AND GRUB - AND GRUB - AND GRUB - AND GRUB - AND GRUB - AND GRUB - AND GRUB - AND GRUB - POND POND POND POND POND POND POND POND POND POND POND POND POND POND POND POND POND POND POND POND POND POND POND POND POND POND TREE NUMBER 65 66 67 68 69 70 71 72 73 74 75 76 77 78 79 80 81 82 83 84 85 86 87 88 89 90 91 92 93 94 95 96 97 98 99 100 101 102 103 104 105 106 107 108 109 110 111 112 113 114 115 116 117 118 119 120 121 122 123 124 125 126 127 SIGNIFICANT TREE INVENTORY TABULATION COMMON NAME COMMON HACKBERRY BOXELDER BOXELDER BOXELDER BOXELDER BOXELDER BOXELDER BOXELDER BOXELDER BOXELDER BOXELDER BOXELDER BOXELDER BOXELDER BOXELDER BOXELDER AMERICAN ELM COMMON HACKBERRY BUR OAK BUR OAK AMERICAN ELM BUR OAK COMMON HACKBERRY BOXELDER BUR OAK BUR OAK BUR OAK BUR OAK BUR OAK COMMON HACKBERRY COMMON HACKBERRY BUR OAK BUR OAK BOXELDER BUR OAK BUR OAK BUR OAK BOXELDER BOXELDER BUR OAK BUR OAK BUR OAK BUR OAK BUR OAK BUR OAK BUR OAK BUR OAK BUR OAK BUR OAK COMMON HACKBERRY BUR OAK BUR OAK BUR OAK BUR OAK COMMON HACKBERRY BUR OAK BUR OAK BUR OAK BUR OAK BUR OAK BUR OAK BUR OAK BUR OAK TOTAL SIGNIFICANT TREE INCHES TOTAL SIGNIFICANT TREE INCHES REMOVED TREE INCHES REMOVED FOR PONDING ANOKA RAMSEY ATHLETIC ASSOCIATION DIAMETER (INCHES) 18 24 12 12 12 14 10 15 8 12 10 13 8 12 10 10 14 12 7 4 10 5 12 8 22 28 32 5 30 14 12 5 5 12 6 12 12 14 12 6 5 5 4 4 4 4 5 5 6 14 7 9 8 12 10 10 7 5 6 8 5 6 5 1509 654 348 ACTION CLEAR AND GRUB - BUILDING CLEAR AND GRUB - BUILDING CLEAR AND GRUB - BUILDING CLEAR AND GRUB - BUILDING CLEAR AND GRUB - BUILDING CLEAR AND GRUB - BUILDING CLEAR AND GRUB - PARKING CLEAR AND GRUB - PARKING CLEAR AND GRUB - PARKING CLEAR AND GRUB - PARKING CLEAR AND GRUB - PARKING CLEAR AND GRUB - PARKING CLEAR AND GRUB - PARKING CLEAR AND GRUB - PARKING CLEAR AND GRUB - PARKING CLEAR AND GRUB - PARKING CLEAR AND GRUB - PARKING CLEAR AND GRUB - PARKING CLEAR AND GRUB - PARKING CLEAR AND GRUB - PARKING CLEAR AND GRUB - PARKING CLEAR AND GRUB - PARKING CLEAR AND GRUB - PARKING PROTECT PROTECT PROTECT PROTECT PROTECT PROTECT PROTECT PROTECT PROTECT PROTECT PROTECT CLEAR AND GRUB - PARKING CLEAR AND GRUB - POND PROTECT PROTECT CLEAR AND GRUB - PARKING PROTECT PROTECT PROTECT PROTECT PROTECT PROTECT PROTECT PROTECT PROTECT PROTECT PROTECT PROTECT PROTECT PROTECT PROTECT PROTECT PROTECT PROTECT PROTECT PROTECT CLEAR AND GRUB - PARKING CLEAR AND GRUB - PARKING CLEAR AND GRUB - PARKING CLEAR AND GRUB - PARKING Kinghorn, CONSTRUCTION CONSTRUCTION NOTES AND DETAILS CITY OF RAMSEY, MINNESOTA SHEET C2 C15 SHEETS 3395.24