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CONSTRUCTION NOTES:
<br /> 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
<br /> SPECIFICATIONS. SHALL BE PROTECTED DURING CONSTRUCTION. CONTRACTOR WILL BE RESPONSIBLE
<br /> 14. CONTRACTOR SHALL FURNISH AN AFFIDAVIT CERTIFIED BY CONTRACTOR AND SEED FOR REPLACING OR REPAIRING ANY DAMAGES AT NO ADDITIONAL COST AND SHALL
<br /> 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.
<br /> MATERIALS AND EQUIPMENT REQUIRED TO:APPLY HERBICIDE/BURN WETLAND,INSTALL AND PLANTING WORK.
<br /> EROSION CONTROL,EXCAVATE WETLAND AREAS,HAUL APPROXIMATE FIRST 12-INCHES 19. FINAL ALIGNMENT OF PROPOSED WOODCHIP TRAIL SHALL BE DETERMINED IN THE
<br /> 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.
<br /> HERBICIDE/BURN, PREPARE SOILS, AND PLANT NATIVE VEGETATION. DURING THE REPRESENTATIVE IF CONFINING LAYER ENCOUNTERED DURING EXCAVATION OF DEEP
<br /> EXCAVATION PHASE BOTH THE WESTERN OUTLET AND THE SOUTHERN CONNECTOR MARSH. 20. WHILE NOT ANTICIPATED, DEWATERING WILL BE CONSIDERED INCIDENTAL TO
<br /> CHANNELS SHALL BE EXCAVATED LAST. THE CONTRACTOR SHALL FURNISH, EXCAVATION AT NO ADDITIONAL COST AND WILL ADHERE TO REGULATORY STANDARDS
<br /> 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
<br /> 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 OWNER'S REPRESENTATIVE PRIOR TO OPERATION. CONTRACTOR
<br /> 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.
<br /> SHALL FURNISH ALL REQUIRED MATERIALS, EQUIPMENT, TOOLS, LABOR, AND
<br /> INCIDENTALS,UNLESS OTHERWISE PROVIDED IN THE SPECIFICATIONS OR PLANS. 17. FOR WINTER CONSTRUCTION CONTRACTOR SHALL NOT PLACE FROZEN BACKFILL
<br /> MATERIALS WITHIN THE WETLAND AREA. IT IS ANTICIPATED THAT THE FIRST 12-INCHES
<br /> 3. EXCEPT AS SPECIFICALLY DESCRIBED IN THE PLANS AND SPECIFICATIONS, THE OF EXCAVATED MATERIAL BELOW EXISTING GRADE WILL BE DIRECTLY HAULED
<br /> FOLLOWING DOCUMENTS SHALL PREVAIL: OFF-SITE AND BE THE RESPONSIBILITY OF THE CONTRACTOR.
<br /> A. ALL PERTINENT CODES, STANDARDS, ORDINANCES OF THE CITY OF ORONO,
<br /> AND MINNEHAHA CREEK WATERSHED DISTRICT WHERE APPLICABLE. BURY UPSLOPE OVERLAP BLANKETS SIDE BY
<br /> ND OF BLANKET FLOW SIDE USING A 4"OVERLAP
<br /> B. STANDARD SPECIFICATIONS FOR CONSTRUCTION (MnDOT SPECIFICATIONS) END
<br /> TRENCH e" WITH UPSLOPE BLANKET LAID
<br /> 2014 EDITION BY THE MINNESOTA DEPARTMENT OF TRANSPORTATION; WIDE BY B"DEEP FL y�:.1 OVER DOWNSLOPE BLANKET
<br /> C. MINNESOTA MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES, 2014 EDITION ENDS SECURELY CLOSED TO \
<br /> AND THE TEMPORARY TRAFFIC CONTROL ZONE LAYOUTS FIELD MANUAL, 2014 PREVENT LOSS OF OPEN GRADED .• ' a
<br /> EDITION AGGREGATE FILL.SECURED WITH FLOW• i
<br /> D. OSHA ANDD ALLLL OTHER APPLICABLE SAFETY STANDARDS. 50 PSI ZIP TIE.
<br /> 3. UNLESS SPECIFIED OTHERWISE WITHIN THIS PLAN SET, THE CONTRACTOR SHALL /j �� J
<br /> FOLLOW THE MANUFACTURER'S SPECIFICATIONS FOR ALL MATERIALS. IN THE EVENT EXISTING CMP CULVERT 2\
<br /> OF ANY INCONSISTENCIES BETWEEN THE MANUFACTURER'S SPECIFICATIONS AND �� w -��'r / 3 1 a
<br /> THESE SPECIFICATIONS, THE CONTRACTOR SHALL NOTIFY THE OWNER AND THE
<br /> OWNER'S REPRESENTATIVE IMMEDIATELY BEFORE CONTINUING WORK SO THAT THE 4„
<br /> INCONSISTENCIES MAY BE RESOLVED. THE EROSION CONTROL BLANKET SHALL BE �� �7�y>�,y OVERLAP END OF
<br /> SUBMITTED FOR REVIEW BY THE OWNER'S REPRESENTATIVE PRIOR TO INSTALLATION. arc / �v �� UPSLOPE BLANKET 4"
<br /> OVER DOWNSLOPE
<br /> 4. THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ALL REQUIRED PERMITSPLACE ROCK LOGS LENGTHWISE ' g BLANKET AND SECURE
<br /> FOR CONSTRUCTION. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE WITH STAPLES
<br /> INSTALLATION AND MAINTENANCE OF EROSION CONTROL AND ADEQUATE TRAFFIC IN THE CULVERT PIPE INVERT
<br /> CONTROL SIGNAGE AND WARNING DEVICES TO INFORM AND PROTECT THE PUBLIC AND BURY TOE OF BLANKET IN
<br /> TRENCH 8"WIDE BY 8"DEEP
<br /> PUBLIC WATERS. © GEOTEXTILE SOCK BETWEEN 4-10 FEET LONG AND 4-6 INCH DIAMETER,SEAM TO BE 3"
<br /> JOINTED BY TWO ROWS OF STITCHING WITH A PLASTIC MESH BACKING OR PROVIDE A TAMP SOIL
<br /> 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
<br /> MATERIAL QUANTITIES. AGGREGATE CONSISTING OF SOUND DURABLE PARTICLES OF COARSE AGGREGATE 12" 4"MIN 4"MIN
<br /> CONFORMING TO SPEC.3137 TABLE 3137-1:CA-3 GRADATION. �-
<br /> 6. EARTHWORK QUANTITIES SHOWN ON THE PROPOSED PLANS ARE NOT TO BE TAKEN AS 6„
<br /> DEFINING OR LIMITING THE AMOUNT OF WORK TO BE DONE UNDER THE CONTRACT,
<br /> HOWEVER EARTHWORK QUANTITIES SHOWN WILL BE CONSIDERED PLAN QUANTITIES INLET PROTECTION DETAIL STAPLES STAPLE
<br /> USED FOR FOR BIDDING AND PAYMENT. CONTRACTOR SHALL ALSO BE RESPONSIBLE NOT TO SCALE STAPLES
<br /> FOR CHECKING PLANT AND MATERIAL QUANTITIES TO ENSURE QUANTITIES ON THE ANCHOR SLOT SINGLE JOINT PARALLEL OVERLAPS
<br /> DRAWINGS AND PLANT OR MATERIAL LISTS ARE THE SAME. IN THE EVENT OF ANY DETAIL 1 DETAIL DETAIL 3
<br /> DISCREPANCIES,THE QUANTITIES ON THE DRAWINGS SHALL PREVAIL.
<br /> LENGTH POST T.M
<br /> 5 FIN. I I
<br /> 7. DISCREPANCIES SHALL BE REPORTED IMMEDIATELY TO THE OWNER'S FT a IN.MAX SPACING GEOTEXTILE FABRIC,36"WIDE 1.5"MI
<br /> REPRESENTATIVE. 1"MIN
<br /> PLASTIC ZIP TIES
<br /> 8. CONTRACTOR SHALL PROVIDE TRAFFIC CONTROL ALONG TONKAWA RD. DURING (50 LBS.TENSILE) FABRIC ANCHORAGE TRENCH. T
<br /> EXCAVATION AND HAULING.THIS SHALL INCLUDE, BUT NOT LIMITED TO,APPROPRIATE LOCATED IN TOP 8" BACKFILL WITH TAMPED
<br /> BARRICADES,SIGNAGE,AND FLAGGERS. ACCESS TO EMERGENCY VEHICLES SHALL BE NATURAL SOIL.
<br /> MAINTAINED AT ALL TIMES. /r-6. IN STAPLE DETAIL PUSH PIN DETAIL
<br /> F OW F OW
<br /> 9. ANY EROSION CONTROL MEASURES, IN ADDITION TO THOSE OUTLINED IN THE PLANS NOTES:
<br /> AND WHICH ARE DEEMED NECESSARY BY THE OWNER AND/OR OWNER'S p z 1. STAPLES SHALL BE PLACED IN A DIAMOND PATTERN AT 2 PER S.Y.FOR STITCHED BLANKETS.
<br /> REPRESENTATIVE SHALL BE IMPLEMENTED BY THE CONTRACTOR. a NONSTICHED SHALL USE 4 STAPLES PER S.Y.OF MATERIAL. THIS EQUATES TO 200 STAPLES WITH
<br /> m
<br /> 10. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE PROPER INSTALLATION AND W MIN• STITCHED BLANKET AND 400 STAPLES WITH NON-STICHED BLANKET PER 100 S.Y.OF MATERIAL.
<br /> MAINTENANCE OF ALL TEMPORARY AND PERMANENT EROSION CONTROL DEVICES. iv wil 2. STAPLE OR PUSH PIN LENGTHS SHALL BE SELECTED BASED ON SOIL TYPE AND CONDITIONS.(MINIMUM
<br /> THE CONTRACTOR SHALL INSPECT, MAINTAIN, AND DOCUMENT EROSION CONTROL STAPLE LENGTH IS 6")
<br /> MEASURES. 3. EROSION CONTROL MATERIAL SHALL BE PLACED IN CONTACT WITH THE SOIL OVER A PREPARED
<br /> 11. CONTRACTOR SHALL KEEP TONKAWA RD. CLEAN AT ALL TIMES, SWEEPING EXCESS DESIGN GUIDELINES: SEEDBED.
<br /> TO PROTECT AREAS FROM SHEET FLOW.
<br /> MATERIALS WHEN NECESSARY. MAXIMUM CONTRIBUTING AREA 1 ACRE, 4. ALL ANCHOR SLOTS SHALL BE STAPLED AT APPROXIMATELY 12"INTERVALS.
<br /> 12. THE TEMPORARY EROSION CONTROL MEASURES SHALL BE PLACE EFFECTIVELY UNTIL
<br /> ALL THE PERMANENT EROSION CONTROL ITEMS ARE FULLY FUNCTIONAL. SILT FENCE DETAIL EROSION CONTROL-BL/4NKET DETAIL- -
<br /> _110T-TOSCALE CALE - _ - --__.._ NOT TO SCALE
<br /> -
<br /> DRAWN BY: EMK JOB DATE: 8/13/2014 NO. DATE BY REVISION DESCRIPTION HEREBYCERTIFYTHAT THIS PLAN,SPECIFICATION OR REPORT WAS PREPARED BY ME SHEET NO.
<br /> ORUNDERMYDIRECTSUPERVISIONAND THAT IAMA DULY LICENSEDPROFESSIONALFWW APPLIED FINAL DESIGN SUBMITTAL
<br /> APPROVED: DMM, DM JOB NUMBER: 12-0975 ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA NELSON RESTORATION DESIGN
<br /> ECOLOGICAL
<br /> CAD DATE: 8/15/14 SIGNATURE.` � ORONO, MINNESOTA PROPOSED RESTORATION NOTES 3,
<br /> CAD FILE: 120975cst20140813—Rest.dwg
<br /> DATE:W150 Daniel Mielke REG NO SERVICES,INC. HRGfem AND DETAILS
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