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1. ALL IMPROVEMENTS SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE PROJECT 13. ALL DISTURBED AREAS SHALL BE SEEDED,OR PLANTED,AS NOTED ON THE PLAN. 18. ALL EXISTING SURVEY MONUMENTS, UTILITIES, INFRASTRUCTURE, LANDSCAPING SPECIFICATIONS. SHALL BE PROTECTED DURING CONSTRUCTION. CONTRACTOR WILL BE RESPONSIBLE 14. CONTRACTOR SHALL FURNISH AN AFFIDAVIT CERTIFIED BY CONTRACTOR AND SEED FOR REPLACING OR REPAIRING ANY DAMAGES AT NO ADDITIONAL COST AND SHALL 2. WORK DESCRIBED HEREIN CONSISTS OF FURNISHING AND TRANSPORTING ALL AND PLANT SUPPLIERS PER THE SPECIFICATIONS PRIOR TO COMMENCING SEEDING MEET THE SATISFACTION OF THE OWNER AND THE OWNER'S REPRESENTATIVE. MATERIALS AND EQUIPMENT REQUIRED TO:APPLY HERBICIDE/BURN WETLAND,INSTALL AND PLANTING WORK. EROSION CONTROL,EXCAVATE WETLAND AREAS,HAUL APPROXIMATE FIRST 12-INCHES 19. FINAL ALIGNMENT OF PROPOSED WOODCHIP TRAIL SHALL BE DETERMINED IN THE - OF EXCAVATED MATERIAL, PLACE THIN SPREAD OF EXCAVATED MATERIAL, APPLY 15. CONTRACTOR SHALL CEASE EXCAVATION AND CONSULT WITH OWNER'S FIELD BY THE OWNER'S REPRESENTATIVE. HERBICIDE/BURN,PREPARE SOIL&-AND PLANT-NATIVE VEGETATION. DURING THE REPRESENTATIVE IF CONFINING LAYER ENCOUNTERED DURING EXCAVATION OF DEEP EXCAVATION PHASE BOTH THE WESTERN OUTLET AND THE SOUTHERN CONNECTOR -MARSH. 20. WHILE NOT ANTICIPATED, DEWATERING WILL BE CONSIDERED INCIDENTAL TO CHANNELS SHALL BE EXCAVATED LAST. THE CONTRACTOR SHALL FURNISH, - - ------------- - - - - ---------- EXCAVATION AT NO ADDITIONAL COST AND WILL ADHERE TO REGULATORY STANDARDS TRANSPORT, AND INSTALL ALL SEED, AND PLANT PLUGS AND PERFORM ALL SOIL 16. TO MINIMIZE DISTURBANCE AND COMPACTION WITHIN THE WETLAND -THE OF THE STATE OF MINNESOTA. IF DEWATERING IS NECESSARY, THE CONTRACTOR PREPARATION AND SUCH AUXILIARY WORK AS MAY BE NECESSARY TO COMPLETE CONTRACTOR SHALL LOAD HAUL TRUCKS ALONG THE TONKAWA RD.SHOULDER AREA. SHALL NOTIFY-THE OWNERS-REPRESENTATIVE PRIOR TO OPERATION. CONTRACTOR WORK IN ACCORDANCE WITH THE SPECIFICATIONS AND PLANS. THE CONTRACTOR SOIL LIFTS SHALL NOT EXCEED A DEPTH OF 12-INCHES. SHALL BE RESPONSIBLE FOR ANY NECESSARY DEWATERING PERMITS.- SHALL ERMITS.SHALL FURNISH ALL REQUIRED MATERIALS, EQUIPMENT, TOOLS, LABOR, AND INCIDENTALS,UNLESS OTHERWISE PROVIDED IN THE SPECIFICATIONS OR PLANS. 17. FOR WINTER CONSTRUCTION CONTRACTOR SHALL NOT PLACE FROZEN BACKFILL MATERIALS WITHIN THE WETLAND AREA. IT IS ANTICIPATED THAT THE FIRST 12-INCHES 3. EXCEPT AS SPECIFICALLY DESCRIBED IN THE PLANS AND SPECIFICATIONS, THE OF EXCAVATED MATERIAL BELOW EXISTING GRADE WILL BE DIRECTLY HAULED FOLLOWING DOCUMENTS SHALL PREVAIL: OFF-SITE AND BE THE RESPONSIBILITY OF THE CONTRACTOR. A. ALL PERTINENT CODES, STANDARDS, ORDINANCES OF THE CITY OF ORONO, AND MINNEHAHA CREEK WATERSHED DISTRICT WHERE APPLICABLE. BURY UPSLOPE OVERLAP BLANKETS SIDE BY B. STANDARD SPECIFICATIONS FOR CONSTRUCTION (MnDOT SPECIFICATIONS) END OF BLANKET LOW SIDE USING AV OVERLAP UPSLOPE BLANKET LAID 2014 EDITION BY THE MINNESOTA DEPARTMENT OF TRANSPORTATION; IN TRENCH e" 1 WITH C. MINNESOTA MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES, 2014 EDITION WIDE BY e"DEEP F yW• OVER DOWNSLOPE BLANKET ENDS SECURELY CLOSED AND THE TEMPORARY TRAFFIC CONTROL ZONE LAYOUTS FIELD MANUAL, 2014 1 EDITION BY MnDOT; PREVENT LOSS OF OPEN GR ADED FL. a D. OSHA AND ALL OTHER APPLICABLE SAFETY STANDARDS. AGGREGATE FILL.SECURED WITH a 50 PSI ZIP TIE. a 3. UNLESS SPECIFIED OTHERWISE WITHIN THIS PLAN SET, THE CONTRACTOR SHALL ILII �� Ind FOLLOW THE MANUFACTURER'S SPECIFICATIONS FOR ALL MATERIALS. IN THE EVENT EXISTING CMP CULVERT I�I�� a OF ANY INCONSISTENCIES BETWEEN THE MANUFACTURER'S SPECIFICATIONS ANDf;�e a THESE SPECIFICATIONS, THE CONTRACTOR SHALL NOTIFY THE OWNER AND THE f� 11 ��y v OWNER'S REPRESENTATIVE IMMEDIATELY BEFORE CONTINUING WORK SO THAT THE W. 1 INCONSISTENCIES MAY BE RESOLVED. THE EROSION CONTROL BLANKET SHALL BE �� y>�y OVERLAP END OF SUBMITTED FOR REVIEW BY THE OWNER'S REPRESENTATIVE PRIOR TO INSTALLATION. / ��)� UPSLOPE BLANKET 4" OVER DOWNSLOPE 4. THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ALL REQUIRED PERMITS BLANKET AND SECURE PLACE ROCK LOGS LENGTHWISE s 6 WITH STAPLES FOR CONSTRUCTION. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE IN THE CULVERT PIPE INVERT INSTALLATION AND MAINTENANCE OF EROSION CONTROL AND ADEQUATE TRAFFIC BURY TOE OF BLANKET IN CONTROL SIGNAGE AND WARNING DEVICES TO INFORM AND PROTECT THE PUBLIC AND TRENCH 6"WIDE BY 6"DEEP PUBLIC WATERS. © GEOTEXTILE SOCK BETWEEN 4-10 FEET LONG AND 4-6 INCH DIAMETER,SEAM TO BE 3 TAMP SOIL JOINTED BY TWO ROWS OF STITCHING WITH A PLASTIC MESH BACKING OR PROVIDE A 5. CONTRACTOR IS RESPONSIBLE FOR PREPARING HIS OR HER OWN ESTIMATE OF HEAT BONDED SEAM(OR APPROVED EQUIVALENT). FILL ROCK LOG WITH OPEN GRADED FIRMLY MATERIAL QUANTITIES. AGGREGATE CONSISTING OF SOUND DURABLE PARTICLES OF COARSE AGGREGATE 12' 4"MIN 4"MIN CONFORMING TO SPEC.3137 TABLE 3137-1:CA-3 GRADATION. —+��r 6. EARTHWORK QUANTITIES SHOWN ON THE PROPOSED PLANS ARE NOT TO BE TAKEN AS 6" DEFINING OR LIMITING THE AMOUNT OF WORK TO BE DONE UNDER THE CONTRACT, STAPLE HOWEVER EARTHWORK QUANTITIES SHOWN WILL BE CONSIDERED PLAN QUANTITIES INLET PROTECTION DETAIL STAPLES USED FOR FOR BIDDING AND PAYMENT. CONTRACTOR SHALL ALSO BE RESPONSIBLE NOT TO SCALE STAPLES FOR CHECKING PLANT AND MATERIAL QUANTITIES TO ENSURE QUANTITIES ON THE ANCHOR SLOT SINGLE JOINT PARALLEL OVERLAPS DRAWINGS AND PLANT OR MATERIAL LISTS ARE THE SAME. IN THE EVENT OF ANY DETAIL 1 DETAIL 2 DETAIL 3 DISCREPANCIES,THE QUANTITIES ON THE DRAWINGS SHALL PREVAIL. 5 FT.MIN.LENGTH POST 1.5"MIN —� 7. DISCREPANCIES SHALL BE REPORTED IMMEDIATELY TO THE OWNER'S ATBFT.MAXSPACING GEOTEXTILEFABRK:,36"1MDE �{�--1/-I}.F REPRESENTATIVE. 1"MIN PLASTIC ZP TIES (50 LBS.TENSILE) FABRIC ANCHORAGE TRENCH. 8. CONTRACTOR SHALL PROVIDE TRAFFIC CONTROL ALONG TONKAWA RD. DURING 3, b, _T EXCAVATION AND HAULING.THIS SHALL INCLUDE, BUT NOT LIMITED TO,APPROPRIATE LOCATED IN TOP S" BACKFILL WITH TAMPED io Io BARRICADES,SIGNAGE,AND FLAGGERS. ACCESS TO EMERGENCY VEHICLES SHALL BE NATURAL SOIL MAINTAINED AT ALL TIMES. 5'MIN. STAPLE DETAIL PUSH PIN DETAIL ow 9. ANY EROSION CONTROL MEASURES, IN ADDITION TO THOSE OUTLINED IN THE PLANS NOTES: AND WHICH ARE DEEMED NECESSARY BY THE OWNER AND/OR OWNER'S o ZT 1. STAPLES SHALL BE PLACED I4 A DIAMOND PATTERN AT 2 PER S.Y.FOR STITCHED BLANKETS. REPRESENTATIVE SHALL BE IMPLEMENTED BY THE CONTRACTOR. a L NON-STICHED SHALL USE 4 STAPLES PER S.Y.OF MATERIAL. THIS EQUATES TO 200 STAPLES WITH W 6" WITH MIN. STITCHED BLANKET AND 400 STAPLES NONSTICHED BLANKET PER 100 S.Y.OF MATERIAL. 10. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE PROPER INSTALLATION AND °D MAINTENANCE OF ALL TEMPORARY AND PERMANENT EROSION CONTROL DEVICES. Psi w 2. STAPLE OR PUSH PIN LENGTHS SHALL BE SELECTED BASED ON SOIL TYPE AND CONDITIONS.(MINIMUM THE CONTRACTOR SHALL INSPECT, MAINTAIN, AND DOCUMENT EROSION CONTROL STAPLE LENGTH IS 6") MEASURES. 3. EROSION CONTROL MATERIAL SHALL BE PLACED IN CONTACT WITH THE SOIL OVER A PREPARED 11. CONTRACTOR SHALL KEEP TONKAWA RD. CLEAN AT ALL TIMES, SWEEPING EXCESS DESIGN GUIDELINES: SEEDBED. TO PROTECT AREAS FROM SHEET FLOW. MATERIALS WHEN NECESSARY. MAXIMUM CONTRIBUTING AREA 1 ACRE. 4. ALL ANCHOR SLOTS SHALL BE STAPLED AT APPROXIMATELY 12"INTERVALS. 12. THE TEMPORARY EROSION CONTROL MEASURES SHALL BE PLACE EFFECTIVELY UNTIL ALL THE PERMANENT EROSION CONTROL ITEMS ARE FULLY FUNCTIONAL. SILT FENCE DETAIL EROSION CONTROL BLANKET DETAIL NOT TO SCALE NOT TO SCALE DRAWN BY: EMK JOB DATE: 9/13/2014 NO.I DATE I BY REWISKM DESCRIPTION I HEREBY CERTIFY TNATTHIS PUN,SPEOFICATION OR REPORT WAS PREPARED BY ME SHEET NO OR UNDERNYDIRECT SUPERVISWN AND THAT I AM A DULY LICENSED PROFESSIONALAPPLIED �+ p� FINAL DESIGN SUBMRTAL APPROVED• DMM. DM ,108 NUMBER: 12-0976 ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. NELSON RESTORATION DESIGN CAD DATE: 8/15/14 ECOLOGICAL PROPOSED RESTORATION NOTES 3, SIGNATURE: SERVICES.INC. HRGreen ORONO. MINNESOTA CAD FRE: 120975cvWI40a13-R4W. oAT.L Daniel Mielke REG.NO. AND DETAILS