© 2018 microsoft corporation © 2018 digitalglobe ©cnes ......18" dia. sdr 35 pvc pipe, 45...
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© 2018 Microsoft Corporation © 2018 DigitalGlobe ©CNES (2018) Distribution Airbus DS
© 2018 Microsoft Corporation © 2018 DigitalGlobe ©CNES (2018) Distribution Airbus DS
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INC.
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UNLIMITED
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DUCKS
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GREAT PLAINS REGIONAL OFFICE
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PROJECT NO.
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DATE:
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SHEET NO.
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APPROVED BY:
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APPROVED BY:
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CHECKED BY:
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SURVEYED BY:
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DRAWN BY:
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DESIGNED BY:
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9-21-2018
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MN-504-3
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AMW
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MLO
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GOEHLE TRACT RESTORATION
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COVER SHEET
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IN COOPERATION WITH
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LINCOLN COUNTY, MN
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SECTION 4 & 5, TOWNSHIP 109N, RANGE 44W
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DUCKS UNLIMITED
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DUCKS UNLIMITED, INC.
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SITE PLAN
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1
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ESTIMATED QUANTITIES AND CONSTRUCTION NOTES
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COVER SHEET
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%%UPLAN INDEX
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SCALE: 1"=300'
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%%ULOCATION MAP
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SCALE=1"=1000'
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%%UVICINITY MAP
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TYLER/DISCORS WMA-
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PROJECT LOCATION
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%%UMINNESOTA
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TILE BREAKS PLAN VIEW AND NOTES
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MAP POINT " " IS LOCATED @ INTERSECTION OF US HWY 14 AND COUNTY HWY 7 LOCATED IN TYLER, MN. TO SITE FROM MAP POINT: HEAD WEST ON US HWY 14 ±1.2 MILES TO INTERSECTIONOF US HWY 14 AND 250TH STREET. HEAD NORTH ON 250TH STREET. PROJECT LOCATED ON BOTH SIDES OF GRAVEL ROAD.
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MN DNR AREA MANAGER
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WENDY KRUEGER
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%%UPROJECT CONTACTS:
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507-537-6250 OFFICE
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TILE OUTLETS PLAN/PROFILE, DETAILS AND NOTES
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5
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SEDIMENT REMOVAL AREAS PLAN VIEW
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IF THESE PLANS ARE NOT PLOTTED AND/OR REPRODUCED AT THE ORIGINAL SIZE OF 24"x 36" ANY SCALE REFERENCED HEREIN SHOULD BE DISREGARDED AND THE PLANS SHOULD BE CONSIDERED "NOT TO SCALE."
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SEDIMENT REMOVAL AREAS DETAILS
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701-595-1224
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DU - ELBOW LAKE, MN
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AARON WEINANDT, P.E.
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ROAD RAISE PLAN/PROFILE, DETAILS AND NOTES
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MINNESOTA DEPARTMENT OF NATURAL RESOURCES
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LM,MO
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PROJECT LOCATION
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TYLER, MN
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US HWY 14
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RCP PROFILE, DETAILS AND NOTES
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SOUTH SWAN LAKE
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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. Aaron M. Weinandt, P.E. Date Date for Ducks Unlimited, Inc. License No. 52638
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NORTH SWAN LAKE
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250TH AVE
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250TH AVE
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APPROXIMATE PROPERTY BOUNDARY
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US HWY 14
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US HWY 14
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11
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FIELD FILL PLAN VIEW, DETAILS AND NOTES
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PIPELINE PLAN/PROFILE, DETAILS AND NOTES
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EMBANKMENT PLAN/PROFILE, DETAILS AND NOTES
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WATER CONTROL STRUCTURE DETAILS AND NOTES #2
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GOEHLE TRACT RESTORATION
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COUNTY HWY 7
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SPILLWAY PLAN/PROFILE, DETAILS AND NOTES
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14
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BMP PLAN VIEW AND NOTES
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BMP DETAILS
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SWPPP
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WATER CONTROL STRUCTURE DETAILS AND NOTES #1
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9/21/2018
This material, data and information in these plans is the property of Ducks Unlimited, Inc. It may not be used orreproduced for any purpose without the prior written consent of an authorized agent of Ducks Unlimited, Inc. DucksUnlimited, Inc. makes no representation or warranty of any kind regarding this material, data and information,including, but not limited to, the accuracy of the material, data and information or its suitability for any purpose. Alluse of the material, data and information is at the users sole risk. By using any of this material, data and information,user agrees that Ducks Unlimited, Inc. is not responsible for their use of the material, data and information or theresults thereof.
EROSION CONTROL MEASURES SHALL BEINSTALLED CONCURRENTLY OR WITHIN 24 HOURS AFTER THE START OF WORK AND WILL BE MAINTAINED FOR THEDURATION OF THE PROJECT.
ESTIMATED QUANTITIES
NOTE SPEC NO. ITEM DESCRIPTION EST.QUANT. UNIT
1 201 1 MOBILIZATION 1 L.S.2 202 2 SITE PREPARATION 1 L.S.2 3 EXCAVATIOR(SIZE: ) 2 HR.2 4 DOZER(SIZE: ) 2 HR.3 5 CULTIVATION 30 AC
XXX 203 XXX EXCAVATION XXX XXX4 6 CHANNEL 250 C.Y.-P
XXX 204 XXX EMBANKMENT CONSTUCTION XXX XXX5 7 COMPACTED FILL 3,517 C.Y.-P
XXX 206 XXX CONSTRUCTED TOPOGRAPH XXX XXX6 8 SEDIMENT REMOVAL 23,440 C.Y.
XXX 301 XXX WATER CONTROL STURCTURES XXX XXX7 9 9'-0" GALV. STEEL WATER CONTROL STR. 1 L.S.
XXX 302 XXX STRUCTURE AND CULVERTAPPURTENANCES XXX XXX
8 10 48" DIA. REINFORCED CONCRETEMANHOLE 2'-3" HEIGHT 1 L.S.
8 11 48" DIA. CONE GRAGE TRASH RACK 1 L.S.8 12 18" RODENT GUARD- STAINLESS STEEL 1 EA.8 13 8" RODENT GUARD- STAINLESS STEEL 2 EA.8 14 STOPLOGS 1 L.S.8 15 LIFTING HOOK 1 L.S.
XXX 303 XXX CULVERT AND PIPE INSTALLATION XXX XXX9 16 24" DIA. RCP, GASKETED CLASS III 88 L.F.9 17 18" DIA. SDR 35 PVC PIPE 920 L.F.9 18 18" DIA. SDR 35 PVC PERFORATED PIPE 14 L.F.9 19 8" DIA. SDR 35 PVC PIPE 107 L.F.
10 20 24" DIA. RCP SAFETY APRON 3 EA.10 21 12" DIA. RCP SAFETY APRON 2 EA.
11 22 18" DIA. SDR 35 PVC PIPE, 45 DEG.FITTING 1 EA.
12 23 TILE CONNECTION 2 EA.
XXX 305 XXX RIPRAP, REVETMENT &AGGREGATEPLACEMENT XXX XXX
13 23 MNDOT CLASS V GRAVEL 350 TON14 24 3/4"- 1 1/4" CLEAR ROCK 113 TON15 25 DU CLASS II RIPRAP 50 TON
XXX 311 XXX REMOVAL OF EXISTING CULVERTS ANDSTRUTURES XXX XXX
16 26 REMOVAL OF CULVERT 1 L.S.XXX 312 XXX TILE DRAIN LOCATION AND REMOVAL XXX XXX17 27 TILE INVESTIGATION 4720 L.F.18 28 TILE REMOVAL 8280 L.F.19 29 TILE CAP 28 EA.
XXX 401 XXX SOIL EROSION AND POLLUTIONCONTROL XXX XXX
20 30 SILT FENCE- MACHINE SLICED 1195 L.F.20 31 12" DIA. SEDIMENT CONTROL LOG 1070 L.F.
20 32 MNDOT CATEGORY 4 NATURAL EROSIONCONTROL BLACKET 9000 S.Y.
21 33 STORMWATER PERMIT 1 L.S.XXX 402 XXX SEEDING AND MULCHING XXX XXX22 34 MULCHING 10 AC.23 35 DISK ANCHORING 10 AC.24 404 36 TRAFFICE CONTROL 1 L.S.25 37 8" DIA. TREATED POST-8' LONG 25 EA.
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INC.
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UNLIMITED
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DUCKS
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GREAT PLAINS REGIONAL OFFICE
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PROJECT NO.
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DATE:
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SHEET NO.
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APPROVED BY:
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APPROVED BY:
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CHECKED BY:
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SURVEYED BY:
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DRAWN BY:
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DESIGNED BY:
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2
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MN-504-3
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AMW
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MLO
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LM,MO
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ESTIMATED QUANTITIES AND
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CONSTRUCTION NOTES
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Number
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UTILITIES NOTE BEFORE THE START OF CONSTRUCTION, THE OWNER OF ANY UTILITIES INVOLVED MUST BE NOTIFIED. THE EXCAVATOR/CONTRACTOR IS RESPONSIBLE FOR GIVING THIS NOTICE BY CALLING "GOPHER STATE ONE-CALL" AT 800-252-1166 AT LEAST 48 HOURS PRIOR TO ANY EXCAVATION.
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A NOTE CONCERNING INVASIVE SPECIES REQUIREMENTS THE MINNESOTA DNR/USFWS OPERATION ORDER 113 REQUIRES PREVENTING OR LIMITING THE INTRODUCTION, ESTABLISHMENT AND SPREAD OF INVASIVE SPECIES DURING ACTIVITIES ON PUBLIC WATER AND USFWS ADMINISTERED LANDS. THE CONTRACTOR SHALL PREVENT INVASIVE SPECIES FROM ENTERING INTO OR SPREADING WITHIN A PROJECT SITE BY CLEANING EQUIPMENT AND CLOTHING PRIOR TO ARRIVING AT THE PROJECT SITE. THE DNR SHALL INSPECT ALL EQUIPMENT AND CLOTHING AT THE STAGING AREA DETERMINED AT THE PRE-CONSTRUCTION MEETING. IF EQUIPMENT OR CLOTHING ARRIVES AT THE PROJECT SITE WITH SOIL, AGGREGATE MATERIAL, MULCH, VEGETATION (INCLUDING SEEDS) OR ANIMALS, IT SHALL BE CLEANED BY CONTRACTOR FURNISHED TOOL OR EQUIPMENT (BRUSH/BROOM, COMPRESSED AIR, OR PRESSURE WASHER) AT THE STAGING AREA. THE CONTRACTOR SHALL DISPOSE OF MATERIAL CLEANED FROM EQUIPMENT AND CLOTHING AT A LOCATION DETERMINED BY THE OWNER. IF MATERIAL CANNOT BE DISPOSED OF ONSITE, SECURE MATERIAL PRIOR TO TRANSPORT (SEALED CONTAINER, COVERED TRUCK, OR WRAP WITH TARP) AND LEGALLY DISPOSE OF OFFSITE. IF WORK IS PERFORMED WITHIN A WATER BODY, THE CONTRACTOR SHALL CLEAN EQUIPMENT AND CLOTHING AS NOTED ABOVE, PRIOR TO ENTERING AND LEAVING THE WATER BODY. DRAIN ALL WATER FROM EQUIPMENT WHERE WATER MIGHT BE TRAPPED, SUCH AS TANKS, PUMPS, HOSES, SILT CURTAINS, AND WATER RETAINING COMPONENTS OF BOATS/BARGES. THE SOURCES OF ALL IMPORTED MATERIAL SHALL BE INSPECTED FOR INVASIVE SPECIES BY THE DNR PRIOR TO TRANSPORTING.
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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. Aaron M. Weinandt, P.E. Date Date for Ducks Unlimited, Inc. License No. 52638
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CONSTRUCTION NOTES: 1. BID ITEM FOR MOBILIZATION SHALL INCLUDE EQUIPMENT, LABOR AND ALL OTHER ASSOCIATED COSTS REQUIRED TO BID ITEM FOR MOBILIZATION SHALL INCLUDE EQUIPMENT, LABOR AND ALL OTHER ASSOCIATED COSTS REQUIRED TO TRANSPORT ALL EQUIPMENT, LABOR, AND MATERIAL TO AND FROM PROJECT SITE TO SUCCESSFULLY COMPLETE THE PROJECT AS DETAILED IN THESE PLANS AND SPECIFICATIONS. PAYMENT WILL BE MADE ON THE CONTRACTOR'S LUMP SUM(L.S.) PRICE. 2. BID ITEM FOR SITE PREPARATION SHALL INCLUDE EQUIPMENT, LABOR, AND ALL OTHER ASSOCIATED COSTS REQUIRED TO BID ITEM FOR SITE PREPARATION SHALL INCLUDE EQUIPMENT, LABOR, AND ALL OTHER ASSOCIATED COSTS REQUIRED TO STRIP 12" OF TOPSOIL FOR EMBANKMENTS, BORROW AREAS, CHANNELS, SPILLWAY, PIPELINE ROUTES, AGGREGATE STAGING AREAS, REMOVING VEGETATION AND SCARIFY 4" OF SOIL UNDER SPOIL AREAS THAT WILL BE USED AS DITCH PLUGS AND SALVAGING 6" OF ROAD SURFACING UNDER ROAD RAISE AND RESPREAD 6" OF TOPSOIL OVER EMBANKMENT, BORROW AREAS, CHANNELS, SPILLWAY, PIPELINE ROUTES AND AGGREGATE STAGING AREAS AS DETAILED IN THESE PLANS AND SPECIFICATIONS. ANY ADDITIONAL SITE PREPARATION OVER 12" WILL BE CONSIDERED EXTRA WORK AND WILL BE PAID FOR AT AN HOURLY RATE FOR THE REMOVAL OF MATERIAL. SPECIFY TYPE AND SIZE OF EQUIPMENT THAT WILL BE USED FOR SUCH (EX. D6 DOZER, 330 CAT EXCAVATOR, ECT). ONLY ACTUAL HOURS WORKED WILL BE PAID, NO STAND BY OR MOVING TIME WILL BE PAID UNLESS APPROVED BY DU CONSTRUCTION MANAGER. TOPSOIL SHALL BE STOCKPILED AND SPREAD A MINIMUM 6" OVER FINISHED EMBANKMENTS, BORROW AREAS, CHANNELS, SPILLWAY, PIPELINE ROUTES AND AGGREGATE STAGING AREAS, AS DETAILED IN THESE PLANS AND SPECIFICATIONS FINISHED SURFACE SHALL BE SMOOTH ENOUGH FOR CULTIVATION AS APPROVED BY DU CONSTRUCTION MANAGER. PAYMENT WILL BE MADE ON THE CONTRACTOR'S LUMP SUM(L.S.) PRICE, AND UNIT PRICE ON ACTUAL HOURS(HR.) RECORDED. 3. BID ITEM FOR CULTIVATION SHALL INCLUDE EQUIPMENT, LABOR AND ALL OTHER ASSOCIATED COSTS REQUIRED TO BID ITEM FOR CULTIVATION SHALL INCLUDE EQUIPMENT, LABOR AND ALL OTHER ASSOCIATED COSTS REQUIRED TO CULTIVATE DISTURBED AREAS INCLUDING EMBANKMENTS, BORROW AREAS, DISPOSAL AREAS, CHANNELS, SPILLWAY, PIPELINE ROUTES, SEDIMENT REMOVAL AREAS, TILE BREAKS, HAUL ROADS, STAGING AREAS AND ALL OTHER AREAS DIRECTED BY DU CONSTRUCTION MANAGER, AS DETAILED IN THESE PLANS. CONTRACTOR SHALL USE FIELD CULTIVATOR OR OTHER IMPLEMENT APPROVED BY DU CONSTRUCTION MANAGER. ACTUAL ACRES(AC.) CULTIVATED WILL BE MEASURED BY DUCKS UNLIMITED CONSTRUCTION MANAGER AFTER FINAL COMPLETION TO DETERMINE ACTUAL QUANTITY. PAYMENT WILL BE BASED ON THE CONTRACTOR'S UNIT PRICE ON MEASURED ACRES(AC.). 4. BID ITEMS FOR CHANNEL EXCAVATION SHALL INCLUDE EQUIPMENT, LABOR AND ALL OTHER ASSOCIATED COST REQUIRED TO BID ITEMS FOR CHANNEL EXCAVATION SHALL INCLUDE EQUIPMENT, LABOR AND ALL OTHER ASSOCIATED COST REQUIRED TO EXCAVATE THE CHANNEL, HAUL AND SPREAD THE SPOIL AS DETAILED IN THESE PLANS AND SPECIFICATIONS. PORTIONS OF THE CHANNELS AND SPILLWAY WHERE MINERAL SOILS ARE WITH IN 3" OF THE SURFACE, WILL NEED TO BE SUBCUT 6" AND TOPSOILED TO BRING UP TO FINISHED SURFACE. FINISHED SURFACE SHALL BE SMOOTH ENOUGH FOR CULTIVATION AS APPROVED BY DU CONSTRUCTION MANAGER. QUANTITIES WERE CALCULATED BASED ON THE CHANNEL TEMPLATE OVER EXISTING GROUND MINUS SITE PREPARATION. THE APPROXIMATE VOLUME FOR OVER EXCAVATION WAS ADDED TO THE FINAL PLAN QUANTITY. THIS IS A PLAN QUANTITY, THERE WILL BE NO ADJUSTMENT MADE FOR INCREASE THIS IS A PLAN QUANTITY, THERE WILL BE NO ADJUSTMENT MADE FOR INCREASE OR DECREASE TO THE QUANTITY. PAYMENT WILL BE MADE BASED ON THE CONTRACTOR'S UNIT PRICE ON THE PLAN PAYMENT WILL BE MADE BASED ON THE CONTRACTOR'S UNIT PRICE ON THE PLAN QUANTITY(C.Y.-P). 5. BID ITEM FOR COMPACTED FILL SHALL INCLUDE EQUIPMENT, LABOR AND ALL OTHER COSTS REQUIRED TO EXCAVATE BID ITEM FOR COMPACTED FILL SHALL INCLUDE EQUIPMENT, LABOR AND ALL OTHER COSTS REQUIRED TO EXCAVATE BORROW, HAUL, PLACE, WATER, COMPACT AND TRIM MATERIAL FOR THE EMBANKMENTS AND RECLAIM BORROW AREA AS DETAILED IN THESE PLANS AND SPECIFICATIONS. THE QUANTITY IS BASED ON THE EMBANKMENT TEMPLATE OVER EXISTING GROUND PLUS 12" SITE PREPARATION, AND 15% FOR SHRINKAGE. BORROW AREAS ARE LOCATED AS SHOWN ON SHEET 3. CONTRACTOR AND DU FIELD ENGINEER WILL EXCAVATE TEST HOLE TO FIND SUFFICIENT MATERIAL. THIS IS A PLAN THIS IS A PLAN QUANTITY, THERE WILL BE NO ADJUSTMENT MADE FOR INCREASE OR DECREASE TO THE QUANTITY, UNLESS ADDITIONAL SITE PREPARATION IS REQUIRED. EMBANKMENT MATERIAL SHALL BE PLACED AND COMPACTED AS DESCRIBED IN EMBANKMENT MATERIAL SHALL BE PLACED AND COMPACTED AS DESCRIBED IN EMBANKMENT SPECIFICATION 204. PAYMENT WILL BE BASED ON THE CONTRACTOR'S UNIT PRICE ON THE PLAN QUANTITY(C.Y.-P). 6. BID ITEM FOR SEDIMENT REMOVAL SHALL INCLUDE EQUIPMENT, LABOR AND ALL OTHER ASSOCIATED COSTS REQUIRED TO BID ITEM FOR SEDIMENT REMOVAL SHALL INCLUDE EQUIPMENT, LABOR AND ALL OTHER ASSOCIATED COSTS REQUIRED TO EXCAVATE SEDIMENT, HAUL, PLACE, COMPACT AND LEVEL SPOIL MATERIAL AS DETAILED IN THESE PLANS AND SPECIFICATIONS. ALL SPOIL MATERIAL MUST BE REMOVED FROM ANY WETLAND AREA AND DEPOSITED IN DESIGNATED SPOIL AREAS AS NOTED IN THESE PLANS. SPOIL MATERIAL SHALL BE DEPOSITED, LEVELED/SHAPED, SEE ADDITIONAL NOTE SHEETS 12-14. FINISHED SURFACE OF SEDIMENT REMOVAL AND DISPOSAL AREAS SHALL BE SMOOTH ENOUGH FOR CULTIVATION AS APPROVED BY DU CONSTRUCTION MANAGER. DU CONSTRUCTION MANAGER WILL RE-CROSS SITES AFTER FINAL COMPLETION TO DETERMINE ACTUAL QUANTITY EXCAVATED. PAYMENT WILL BE BASED ON THE CONTRACTOR'S UNIT PRICE ON RECROSSED QUANTITY(C.Y.). 7. BID ITEM FOR 9'-0" GALV. STEEL WATER CONTROL STRUCTURE SHALL INCLUDE EQUIPMENT, LABOR, WATER CONTROL BID ITEM FOR 9'-0" GALV. STEEL WATER CONTROL STRUCTURE SHALL INCLUDE EQUIPMENT, LABOR, WATER CONTROL STRUCTURE, DEWATER, CONCRETE AND ALL OTHER ASSOCIATED COSTS REQUIRED TO FABRICATE, DELIVER, EXCAVATED, INSTALL, AND BACKFILL AS DETAILED IN THESE PLANS AND SPECIFICATIONS. PAYMENT WILL BE BASED ON THE CONTRACTOR'S LUMP SUM(L.S.) PRICE. 8. BID ITEMS UNDER STRUCTURE AND CULVERT APPURTENANCES SPECIFICATION SHALL INCLUDE EQUIPMENT, LABOR, BID ITEMS UNDER STRUCTURE AND CULVERT APPURTENANCES SPECIFICATION SHALL INCLUDE EQUIPMENT, LABOR, MATERIALS, CONCRETE, DEWATERING, AND ALL OTHER ASSOCIATED COSTS REQUIRED TO SUPPLY, EXCAVATE, INSTALL AND BACKFILL THESE ITEMS AS DETAILED IN THESE PLANS AND SPECIFICATIONS. PAYMENT FOR 48" REINFORCED CONCRETEMANHOLE- 2'-3" HEIGHT, STOPLOGS AND LIFTING HOOK WILL BE MADE ON THE CONTRACTOR'S LUMP SUM(L.S.) PRICE. PAYMENT FOR BID ITEMS 18" RODENT GUARDS- STAINLESS STEEL AND 8" RODENT GUARDS- STAINLESS STEEL SHALL BE BASED ON THE CONTRACTOR'S UNIT PRICE ON EACH(EA.) INSTALLED. 9. BID ITEM FOR 24" RCP, GASKETED CLASS III, 18" SDR 35 PVC PIPE, 18" SDR 35 PVC PERORATED PIPE AND 8" BID ITEM FOR 24" RCP, GASKETED CLASS III, 18" SDR 35 PVC PIPE, 18" SDR 35 PVC PERORATED PIPE AND 8" SDR 35 PVC PIPE SHALL INCLUDE EQUIPMENT, LABOR, MATERIAL, DEWATERING, AND ALL OTHER ASSOCIATED COSTS REQUIRED TO SUPPLY PIPE, EXCAVATE, INSTALL AND BACKFILL PIPE FOR AS DETAILED IN THESE PLANS AND SPECIFICATIONS. PAYMENT WILL BE BASED ON THE CONTRACTOR'S UNIT PRICE ON ACTUAL LINEAL FOOTAGE(L.F.) INSTALLED. 10. BID ITEMS FOR 24" AND 12" , RCP SAFETY APPRON SHALL INCLUDE ALL EQUIPMENT, LABOR, MATERIAL, CONCRETE AND BID ITEMS FOR 24" AND 12" , RCP SAFETY APPRON SHALL INCLUDE ALL EQUIPMENT, LABOR, MATERIAL, CONCRETE ANDALL OTHER ASSOCIATED COSTS REQUIRED TO SUPPLY, EXCAVATE, INSTALL AND BACKFILL THE APRONS AS DETAILED IN THESE PLANS AND SPECIFICATIONS. PAYMENT WILL BE BASED ON THE CONTRACTOR'S UNIT PRICE ON EACH(EA.) INSTALLED. 11. BID ITEM FOR 18" SDR 35 PVC PIPE, 45 FITTING SHALL INCLUDE ALL EQUIPMENT, LABOR, MATERIAL AND ALL OTHER BID ITEM FOR 18" SDR 35 PVC PIPE, 45° FITTING SHALL INCLUDE ALL EQUIPMENT, LABOR, MATERIAL AND ALL OTHERASSOCIATED COSTS REQUIRED TO SUPPLY, EXCAVATE, INSTALL AND BACKFILL THE FITTING AS DETAILED IN THESE PLANS AND SPECIFICATIONS. PAYMENT WILL BE BASED ON THE CONTRACTOR'S UNIT PRICE ON EACH(EA.) INSTALLED. 12. BID ITEM FOR TILE CONNECTION, SHALL INCLUDE ALL EQUIPMENT, LABOR, MATERIAL, AND OTHER ASSOCIATED COSTS BID ITEM FOR TILE CONNECTION, SHALL INCLUDE ALL EQUIPMENT, LABOR, MATERIAL, AND OTHER ASSOCIATED COSTS REQUIRED TO SUPPLY, EXCAVATE, INSTALL, CONCRETE AND BACKFILL THE CONNECTION AS DETAILED IN THESE PLANS AND SPECIFICATIONS. PAYMENT WILL BE BASED ON THE CONTRACTOR'S EACH(EA.) PRICE. 13. BID ITEM FOR MNDOT CLASS V GRAVEL SHALL INCLUDE ALL EQUIPMENT, LABOR, MATERIAL, AND ALL OTHER ASSOCIATED BID ITEM FOR MNDOT CLASS V GRAVEL SHALL INCLUDE ALL EQUIPMENT, LABOR, MATERIAL, AND ALL OTHER ASSOCIATED COSTS REQUIRED TO SUPPLY GRAVEL, HAUL, HANDLE, PLACE, COMPACT AND GRADE THE MNDOT CLASS V GRAVEL AS DETAILED IN THESE PLANS AND SPECIFICATIONS. CONTRACTOR WILL PROVIDE SCALE TICKETS WITH WEIGHTS INCLUDING: CONTRACTOR WILL PROVIDE SCALE TICKETS WITH WEIGHTS INCLUDING: TARE WEIGHTS, GROSS WEIGHTS, AND NET WEIGHTS OF MATERIAL DELIVERED. PAYMENT WILL BE BASED ON THE PAYMENT WILL BE BASED ON THE CONTRACTOR'S UNIT PRICE ON TONS(TON) USED. 14. BID ITEM FOR 1 "- " DIAMETER CLEAR ROCK SHALL INCLUDE EQUIPMENT, LABOR, MATERIAL AND ALL OTHER ASSOCIATED BID ITEM FOR 1 "- " DIAMETER CLEAR ROCK SHALL INCLUDE EQUIPMENT, LABOR, MATERIAL AND ALL OTHER ASSOCIATED 1 "- " DIAMETER CLEAR ROCK SHALL INCLUDE EQUIPMENT, LABOR, MATERIAL AND ALL OTHER ASSOCIATED 14"- " DIAMETER CLEAR ROCK SHALL INCLUDE EQUIPMENT, LABOR, MATERIAL AND ALL OTHER ASSOCIATED 34" DIAMETER CLEAR ROCK SHALL INCLUDE EQUIPMENT, LABOR, MATERIAL AND ALL OTHER ASSOCIATED DIAMETER CLEAR ROCK SHALL INCLUDE EQUIPMENT, LABOR, MATERIAL AND ALL OTHER ASSOCIATED COSTS REQUIRED TO SUPPLY, PLACE, COMPACT AND GRADE PRIOR TO PLACEMENT FOR BASE OF WATER CONTROL STRUCTURE, 24" RCP AND ROCK ENVELOP OF INLET PIPE AS DETAILED IN THESE PLANS AND SPECIFICATIONS.. THE AS DETAILED IN THESE PLANS AND SPECIFICATIONS.. THE . THE LOCATION AND DEPTH WILL BE DETERMINED BY THE DU FIELD ENGINEER. QUANTITY IS BASED ON TONS, CONTRACTOR SHALL PROVIDE SCALE TICKETS WITH WEIGHTS INCLUDING TARE WEIGHTS, GROSS WEIGHTS, AND NET WEIGHTS OF MATERIAL DELIVERED. PAYMENT WILL BE BASED ON THE CONTRACTOR'S UNIT PRICE ON TONS(TON) USED. 15. BID ITEM FOR RIPRAP DU CLASS II (6"-18") SHALL INCLUDE ALL EQUIPMENT, LABOR, RIPRAP, NON-WOVEN GEOTEXTILE BID ITEM FOR RIPRAP DU CLASS II (6"-18") SHALL INCLUDE ALL EQUIPMENT, LABOR, RIPRAP, NON-WOVEN GEOTEXTILE FABRIC, OTHER MATERIALS AND ALL OTHER ASSOCIATED COSTS WITH THE SUPPLY, EXCAVATION AND INSULATION OF RIPRAP AS DETAILED IN THESE PLANS AND SPECIFICATIONS. QUANTITY WILL BE BASED ON ACTUAL TONS USED. CONTRACTOR SHALL PROVIDE SCALE TICKETS WITH WEIGHTS INCLUDING TARE, GROSS AND NET WEIGHTS OF MATERIAL DELIVERED. IF THERE ARE EXISTING ROCK PILES ON SITE THAT FIT THE SIZE CLASSIFICATION REQUIRED THEY SHOULD BE USED AND PAID AT THE CONTRACTORS UNIT PRICE. PAYMENT WILL BE BASED ON THE CONTRACTOR'S UNIT PRICE ON TONS(TON) PAYMENT WILL BE BASED ON THE CONTRACTOR'S UNIT PRICE ON TONS(TON) USED. 16. BID ITEM FOR REMOVAL OF CULVERT SHALL INCLUDE ALL EQUIPMENT, LABOR, DISPOSAL FEES, AND ALL OTHER BID ITEM FOR REMOVAL OF CULVERT SHALL INCLUDE ALL EQUIPMENT, LABOR, DISPOSAL FEES, AND ALL OTHER ASSOCIATED COSTS REQUIRED TO EXCAVATE, REMOVE, DISPOSE OF THE 18" CMP CULVERT AS NOTED IN THESE PLANS AND SPECIFICATION. CONTRACTOR SHALL REMOVE CULVERT SO IT CAN BE REUSED BY HOPE TOWNSHIP IF THEY DEEM IT IS USABLE, IF THEY DEEM IT IS UNUSABLE CONTRACTOR SHALL TAKE OWNERSHIP AND DISPOSE OF OFF SITE. PAYMENT WILL BE BASED ON THE CONTRACTOR'S LUMP SUM(L.S.) PRICE. 17. BID ITEM FOR TILE INVESTIGATION SHALL INCLUDE EQUIPMENT, LABOR AND ALL OTHER ASSOCIATED COSTS REQUIRED TO BID ITEM FOR TILE INVESTIGATION SHALL INCLUDE EQUIPMENT, LABOR AND ALL OTHER ASSOCIATED COSTS REQUIRED TO LOCATE EXISTING TILE LINES AS DETAILED IN THESE PLANS AND SPECIFICATIONS. DUCKS UNLIMITED CONSTRUCTION MANAGER WILL MEASURE LENGTHS AFTER FINAL COMPLETION. PAYMENT WILL BE BASED ON THE CONTRACTOR'S UNIT PRICE ON ACTUAL LINEAR FOOTAGE (L.F.) OF TILE INVESTIGATION. 18. BID ITEM FOR TILE BREAKS SHALL INCLUDE EQUIPMENT, LABOR, DISPOSAL FEES, AND ALL OTHER ASSOCIATED COSTS BID ITEM FOR TILE BREAKS SHALL INCLUDE EQUIPMENT, LABOR, DISPOSAL FEES, AND ALL OTHER ASSOCIATED COSTS REQUIRED TO EXCAVATE, REMOVE, MACHINE COMPACT THE TRENCH TO ENSURE BLOCKAGE, AS APPROVED BY THE DU CONSTRUCTION MANAGER, AND OFF SITE DISPOSAL OF EXISTING TILE AS DETAILED IN THESE PLANS AND SPECIFICATIONS. DUCKS UNLIMITED CONSTRUCTION MANAGER WILL MEASURE LENGTHS AFTER FINAL COMPLETION. PAYMENT WILL BE PAYMENT WILL BE BASED ON THE CONTRACTOR'S UNIT PRICE ON ACTUAL LINEAR FOOTAGE (L.F.) OF TILE BROKEN AND REMOVED 19. BID ITEM FOR TILE CAPS SHALL INCLUDE EQUIPMENT, LABOR, CONCETE AND ALL OTHER ASSOCIATED COSTS REQUIRED TO BID ITEM FOR TILE CAPS SHALL INCLUDE EQUIPMENT, LABOR, CONCETE AND ALL OTHER ASSOCIATED COSTS REQUIRED TO SUPPLY, AND INSTALL TILE CAPS. CAPS CAN EITHER BE COMMERCIALLY MADE OR CONCRETE PLUG. PAYMENT WILL BE BASED ON THE CONTRACTOR'S UNIT PRICE ON EACH (EA.) TILE PLUG USED. 20. THE BID ITEM FOR SILT FENCE-MACHINE SLICED, 12" SEDIMENT CONTROL LOG, AND MNDOT CATEGORY 4-NATURAL ECB THE BID ITEM FOR SILT FENCE-MACHINE SLICED, 12" SEDIMENT CONTROL LOG, AND MNDOT CATEGORY 4-NATURAL ECBSHALL INCLUDE EQUIPMENT, LABOR, MATERIAL, AND ALL OTHER ASSOCIATED COSTS REQUIRED TO SUPPLY, INSALL, MAINTAIN AND REMOVE THE SILT FENCE-MACHINE SLICED, 12" DIA. SEDIMENT CONTROL LOG, AND MNDOT CATEGORY 4-NATURAL ECB AS DETAILED IN THESE PLANS, SPECIFICATIONS AND DUCKS UNLIMITED CONSTRUCTION MANAGER. EXACT LOCATIONS AND QUANTITY MAY VARY DEPENDING ON ACTUAL SITE CONDITIONS. EROSION CONTROL MEASURES SHALL BE IT IS THE CONTRACTORS RESPONSIBILITY TO INSTALL, INSPECT AND MAINTAIN THE BEST MANAGEMENT PRACTICE MEASURES REQUIRED TO PREVENT SILT AND POLLUTION RUNOFF. PRE ASSEMBLED SILT FENCE WILL NOT BE ACCEPTED. IF ADDITIONAL ITEMS NOT LISTED ON THE UNIT PRICE TABLE ARE NEEDED, THOSE SHALL BE CONSIDERED EXTRA WORK. DUCKS UNLIMITED CONSTRUCTION MANAGER WILL MEASURE LENGTHS AND AREAS AFTER FINAL COMPLETION. PAYMENT WILL BE BASED ON THE CONTRACTOR'S UNIT PRICE ON ACTUAL LINEAR FOOTAGE (L.F.) OF SILT FENCE-MACHINE SLICED, 12" SEDIMENT CONTROL LOG, AND SQUARE YARDS (S.Y.) OF ECB INSTALLED.21. THE BID ITEM FOR STORM WATER PERMIT APPLICATION AND MANAGEMENT SHALL INCLUDE ALL ASSOCIATED COSTS THE BID ITEM FOR STORM WATER PERMIT APPLICATION AND MANAGEMENT SHALL INCLUDE ALL ASSOCIATED COSTS REQUIRED TO OBTAIN AND MAINTAIN THE CONSTRUCTION STORMWATER GENERAL PERMIT FROM THE MN POLLUTION CONTROL AGENCY. PERMIT WILL BE ACQUIRED PRIOR TO THE START OF CONSTRUCTION. PAYMENT WILL BE BASED ON THE CONTRACTOR'S LUMP SUM(L.S.) PRICE. 22. BID ITEM FOR MULCHING SHALL INCLUDE EQUIPMENT, LABOR, STRAW AND ALL OTHER ASSOCIATED COSTS REQUIRED TO BID ITEM FOR MULCHING SHALL INCLUDE EQUIPMENT, LABOR, STRAW AND ALL OTHER ASSOCIATED COSTS REQUIRED TO SUPPLY STRAW AND MULCH AREAS DETAILED IN THESE PLANS, SPECIFICATIONS AND DUCKS UNLIMITED CONSTRUCTION MANAGER. CONTRACTOR IS REQUIRED TO OBTAIN MNDOT TYPE 1 OR TYPE 2 GRAIN STAW. DUCKS UNLIMITED CONSTRUCTION MANAGER WILL MEASURE AREAS AFTER FINAL COMPLETION. PAYMENT WILL BE BASED ON THE CONTRACTOR'S UNIT PRICE ON ACTUAL ACREAGE(AC.). 23. BID ITEM FOR DISK ANCHORING SHALL INCLUDE EQUIPMENT, LABOR, AND ALL OTHER ASSOCIATED COSTS REQUIRED TO BID ITEM FOR DISK ANCHORING SHALL INCLUDE EQUIPMENT, LABOR, AND ALL OTHER ASSOCIATED COSTS REQUIRED TO DISK ANCHOR AREAS DETAILED IN THESE PLANS, SPECIFICATIONS AND DUCKS UNLIMITED CONSTRUCTION MANAGER. DUCKS UNLIMITED CONSTRUCTION MANAGER WILL MEASURE AREAS AFTER FINAL COMPLETION. PAYMENT WILL BE BASED ON THE CONTRACTOR'S UNIT PRICE ON ACTUAL ACREAGE(AC.). 24. BID ITEM FOR TRAFFIC CONTROL SHALL INCLUDE EQUIPMENT, LABOR, SIGNAGE AND ALL OTHER ASSOCIATED COSTS BID ITEM FOR TRAFFIC CONTROL SHALL INCLUDE EQUIPMENT, LABOR, SIGNAGE AND ALL OTHER ASSOCIATED COSTS REQUIRED TO LOCATE, PLACE, MAINTAIN AND DIRECT TRAFFIC TO COMPLETE THE PROJECT AS STATED IN THESE PLANS AND SPECIFICATION. ADEQUATE SIGNAGE IN ACCORDANCE WITH MN MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES. CONTRACTOR SHALL MAINTAIN TWO-WAY TRAFFIC AT ALL TIMES UNLESS NECESSARY. ALL MNDOT, LINCOLN COUNTY AND HOPE TOWNSHIP TRAFFIC CONTROL SIGNAGE REQUIREMENTS SHALL BE ADHERED TO. PAYMENT WILL BE BASED ON CONTRACTOR'S LUMP SUM(L.S.) PRICE 25. BID ITEM FOR 8" TREATED POST-8' LONG SHALL INCLUDE EQUIPMENT, LABOR, POST AND ALL OTHER ASSOCIATED COSTS BID ITEM FOR 8" TREATED POST-8' LONG SHALL INCLUDE EQUIPMENT, LABOR, POST AND ALL OTHER ASSOCIATED COSTSREQUIRED TO SUPPLY AND INSTALL PERIMETER POSTING OF THE PARKING LOT AS SHOWN IN THESE PLANS. 8' POST SHALL BE DRIVEN OR AUGURED AND BACKFILLED 4' INTO THE GROUND. POST SHALL BE TREATED AND COMPATIBLE WITH GROUND CONTACT. PAYMENT WILL BE BASED ON CONTRACTOR'S UNIT PRICE ON EACH(EA.) INSTALLED.
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GOEHLE TRACT RESTORATION
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© 2018 Microsoft Corporation © 2018 DigitalGlobe ©CNES (2018) Distribution Airbus DS
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EDGE OF CULTIVATION
WETLAND AREA
CL ROAD
CL DRAW
EDGE CATTAILS
EDGE OF WOODS
EXISTING CULVERTS
DU CONTROL POINTS
DNR BOUNDARY SIGN
TREES & WILLOWS
POWER POLE
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EXISTING 8" HDPE TILE OUTLETINVERT ELEV. 1748.41
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EXISTING 6" HDPE TILE OUTLETINVERT ELEV. 1745.92
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EXISTING 4" HDPE TILE INLETSURFACE ELEV. 1750.39 FLOW-LINE ELEV. 1748.67
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EXISTING 6" HDPE TILE OUTLETINVERT ELEV. 1737.92
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EXISTING 6" HDPE TILE INLETSURFACE ELEV. 1753.51 FLOW-LINE ELEV. 1751.86
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EXISTING 4" HDPE TILE INLETSURFACE ELEV. 1748.35 FLOW-LINE ELEV. 1747.06
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EXISTING 18" PVCINVERT ELEV. 1746.84
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EXISTING 18" CMPW INVERT ELEV. 1738.80 E INVERT ELEV. 1738.57
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EXISTING 12" HDPE TILE INLETSURFACE ELEV. 1739.33 FLOW-LINE ELEV. 1736.21
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EXISTING 12" HDPE TILE INLETSURFACE ELEV. 1738.51 FLOW-LINE ELEV. 1735.97
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EXISTING 6" HDPE TILE INLETSURFACE ELEV. 1739.91 FLOW-LINE ELEV. 1736.75
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EXISTING TILE OUTLET SIZE? TOP ELEV. 1735.52
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EXISTING 12" CMPN INVERT ELEV. 1742.88 S INVERT ELEV. 1743.41
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EXISTING 6" HDPE TILE INLETSURFACE ELEV. 1739.50 FLOW-LINE ELEV. 1735.73
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0
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250TH AVE
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STATE HWY 14
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US HWY 14
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1750
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CENTRAL TILE SEE SHEET 11
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SOUTH TILE SEE SHEET 11
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ROAD RAISE AND RPC REPLACEMENT SEE SHEETS 4 AND 5
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EMBANKMENT SEE SHEET 6
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SPILLWAY SEE SHEET 7
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PIPELINE AND WCS SEE SHEETS 8-10
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FIELD FILL SEE SHEET 14
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BORROW AREA
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INC.
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UNLIMITED
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DUCKS
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GREAT PLAINS REGIONAL OFFICE
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PROJECT NO.
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DATE:
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SHEET NO.
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APPROVED BY:
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MN-504-2
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AMW
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SITE PLAN
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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. Aaron M. Weinandt, P.E. Date Date for Ducks Unlimited, Inc. License No. 52638
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HORIZONTAL CONTROL- COORDINATES ARE UTM ZONE 14 NORTH GRID COORDINATES COORDINATES ARE UTM ZONE 14 NORTH GRID COORDINATES IN US FEET [ITRF TO NAD 83 (2011)]. THEY WERE ESTABLISHED FROM THE WGS84 ELLIPSOID WITH INFORMATION FROM A TRIMBLE R10 AND R6 SURVEY GRADE GNSS RECEIVERS ON FEBRUARY 14TH, 2018 AND CALIBRATED TO NATIONAL GEODETIC SURVEY STATION STAMPED "B 390 1994" (PID AB8787). HORIZONTAL COORDINATES FOR THIS STATION WERE ESTABLISHED BY GPS OBSERVATIONS AND ADJUSTED BY THE MINNESOTA DEPARTMENT OF TRANSPORTATION IN AUGUST 2016. VERTICAL CONTROL- WAS ESTABLISHED FROM THE GEOID 12A CONUS AND CALIBRATED WAS ESTABLISHED FROM THE GEOID 12A CONUS AND CALIBRATED TO NATIONAL GEODETIC SURVEY BENCHMARK STAMPED "B 390 1994" (PID AB8787) WHICH IS A SECOND ORDER CLASS I BENCHMARK IN NAVD88 AND ADJUSTED BY THE NATIONAL GEODETIC SURVEY IN OCTOBER 1997.
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GOEHLE TRACT RESTORATION
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9-21-2018
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SRA #22
SRA #37
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RE-SURFACE ROAD WITH 6" DEPTH OF MNDOT CLASS V GRAVEL. 350 TON, SEE NOTE THIS SHEET.
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0+94 BEGIN 24" RCPN 16,095,403.26 E 2,384,011.02 INV. ELEV. 1740.00
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2+06 END 24" RCPN 16,095,408.49 E 2,384,122.90 INV. ELEV. 1740.00
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INSTALL 112 L.F. 24" GASKETED, CLASS III, RCPSEE DETAILS SHEETS 4-5.
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5:1
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EXCAVATE 10' WIDE CHANNEL WITH 5:1 SIDE SLOPES FROM END RCP TO SRA #22, SLOPE=0.00% BTM ELEV:1740.00. FIELD FIT REQUIRED CONSIDERED INCIDENTAL TO "24" RCP GASKETED CLASS III" BID ITEM.
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SHLD ROAD
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SHLD ROAD
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SHLD ROAD
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DU CLASS II ROCK RIPRAP, 1.5' DEPTH WITH FILTER FABRIC BENEATH. 10 TON.
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DU CLASS II ROCK RIPRAP, 1.5' DEPTH WITH FILTER FABRIC BENEATH. 10 TON.
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FSL ELEV: 1742.00
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FSL ELEV: 1742.00
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FSL ELEV: 1742.00
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ROAD RAISE-PLAN VIEW SCALE: 1"=20'-0"
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N
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TOP OF MNDOT CLASS V GRAVEL ELEV: 1745.50'
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TOP OF COMPACTED FILL ELEV: 1745.00'
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REMOVE EXISTING 18" CMPAND REPLACE WITH 24" RCP. SEE NOTE SHEET 5.
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EXISTING GROUND
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ROAD RAISE-CL PROFILE VIEW SCALE: 1"=20'-0" HORIZONTAL 1"=4'-0" VERTICAL
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6" AND 12" SITE PREP SEE NOTE SHEET 2
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RE-SURFACE ROAD WITH 6" DEPTH OF MNDOT CLASS V GRAVEL. 350 TON, SEE NOTE SHEET 4.
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6:1 SLOPE
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2+06.00 END 24" RCPELEV:1740.00
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5:1 SLOPE
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TOP ROW FILL ELEV. 1743.50
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FSL ELEV:1742.00
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FSL ELEV:1742.00
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TOP COMPACTED FILL ELEV:1745.00
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4.00%
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TOP CLASS V ELEV:1745.50
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ROW FILL CONSTRUCTED FROM SRA EXCAVATED MATERIAL. SEE NOTE THIS SHEET.
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COMPACTED FILL SEE EMBANKMENT SPEC. 204
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12" DEPTH SITE PREP, SEE NOTE SHEET 2.
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ROW FILL CONSTRUCTED FROM SRA EXCAVATED MATERIAL. SEE NOTE THIS SHEET.
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EXISTING GROUND
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STRIP 6" DEPTH EXISTING GRAVEL SEE NOTE SHEET 2
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4.00%
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ROAD RAISE-CROSS SECTION STA.: 3+00 SCALE: 1"=10'-0" HORIZONTAL 1"=2'-0" VERTICAL
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0+96 BEGIN 24" RCPELEV:1740.00
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EXCAVATE 10' WIDE CHANNEL WITH 5:1 SIDE SLOPES FROM END RCP TO SRA #22, SLOPE=0.00% BTM ELEV:1740.00. FIELD FIT REQUIRED CONSIDERED INCIDENTAL TO "24" RCP GASKETED CLASS III" BID ITEM.
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RE-SURFACE ROAD WITH 6" DEPTH OF MNDOT CLASS V GRAVEL. 350 TON, SEE NOTE SHEET 5.
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INC.
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UNLIMITED
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DUCKS
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GREAT PLAINS REGIONAL OFFICE
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PROJECT NO.
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SHEET NO.
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MN-504-3
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ROAD RAISE PLAN/PROFILE,
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DETAILS AND NOTES
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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. Aaron M. Weinandt, P.E. Date Date for Ducks Unlimited, Inc. License No. 52638
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EMBANKMENT/BORROW AREA NOTE: COHESIVE EMBANKMENT MATERIAL 2,892 C.Y.-P (INCLUDED 972 C.Y. FOR SITE PREPARATION AND 15% FOR SHRINKAGE) SHALL COME FROM ONSITE BORROW AREA ON SIDE OF HILL LOCATED 150' NORTHEAST OF NORTH END OF ROAD RAISE. THE DU CONSTRUCTION MANAGER AND CONTRACTOR WILL EXCAVATE TEST HOLES IN AREA TO DETERMINE WHERE ADEQUATE FILL SHALL BE TAKEN. MATERIAL SHALL CONSIST OF A COHESIVE LEAN CLAY WITH CLOSE TO OPTIMUM MOISTURE. ONCE SITE PREPARATION IS COMPLETED OVER THE FOOT PRINT OF THE COMPACTED FILL, MATERIAL SHALL BE PLACED AND COMPACTED AS DESCRIBED IN EMBANKMENT SPECIFICATION 204. QUANTITY IS BASED ON THE COMPACTED FILL TEMPLATE OVER EXISTING GROUND PLUS SITE PREPARATIONS AND 15% FOR SHRINKAGE. THIS IS A PLAN QUANTITY AND THERE WILL BE NO ADJUSTMENT MADE FOR INCREASE OR DECREASE TO THE QUANTITY. WHEN COMPACTED FILL IS FINISHED, BORROW PIT SHALL BE RECLAIMED, LEVELED, AND SLOPES SHALL BE BLENDED INTO EXISTING LANDSCAPE SUITABLE FOR DNR TO MANAGE. SPOIL MATERIAL FROM SEDIMENT REMOVAL AREAS SHALL BE USED TO BUILD ROW FILLS. CONTRACTOR WILL STRIP 12" DEPTH TOPSOIL PRIOR TO SPOIL PLACEMENT. MATERIAL PLACED DOES NOT NEED TO MEET EMBANKMENT SPECIFICATION 204, BUT SHALL BE PLACED IN 8" LOOSE HORIZONTAL LIFTS. THE ENTIRE SURFACE SHALL BE COMPACTED WITH EITHER THREE PASSES OF A SHEEP FOOT ROLLER OR OTHER METHODS APPROVED BY DU CONSTRUCTION MANAGER ON SITE. FINAL GRADES ARE SHOWN IN THE PLAN/PROFILE AND ROAD RAISE- CROSS SECTION STA.:3+00 THIS SHEET. EXCESS SPOIL MATERIAL CAN BE PLACED IN BORROW PIT, OR DISPOSAL AREAS. SPOIL PLACEMENT IS INCIDENTAL TO BID ITEM "SEDIMENT REMOVAL".
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ESTIMATED QUANTITIES: SITE PREP. COMPACTED FILL 972 C.Y. 972 C.Y. COMPACTED FILL ROAD RAISE 1,542 C.Y. 1,542 C.Y. TOTAL 2,892 C.Y.-P* 2,892 C.Y.-P* *INCLUDES 15% FOR SHRINKAGE SITE PREP. SPOIL FILL 807 C.Y. 807 C.Y. SPOIL FILL ROAD RAISE 2,040 C.Y. 2,040 C.Y. TOTAL 2,847 C.Y.* 2,847 C.Y.* *SPOIL WORK CONSIDERED INCIDENTAL TO SEDIMENT REMOVAL AREAS. MNDOT CLASS V GRAVEL 350 TON 350 TON DU CLASS II ROCK RIPRAP 20 TON 20 TON
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MNDOT CLASS V NOTE: PRIOR TO PLACING 6" OF MNDOT CLASS V GRAVEL CONTRATOR SHALL REPLACE ±4" OF SALAVAGED GRAVEL SURFACE TO FINISH COMPACTEDFILL ELEVATION. THEN CONTRACTOR WILL BE REQUIRED TO RE-SURFACE THE GRAVEL ROAD WITH 6" DEPTH OF MNDOT CLASS V GRAVEL. MATERIAL SHALL BE PLACED AND COMPACTED TO 95% OF A STANDARD PROCTOR. THE NEWLY CONSTRUCTED GRAVEL SURFACE SHALL MATCH THE EXISTING AS DETERMINED BY THE DU CONSTRUCTION MANAGER. PAYMENT FOR MATERIALS, INSTALLATION, COMPACTING, AND GRADING SHALL BE PAID FOR BASED ON THE CONTRACTORS UNIT BID PRICE FOR "MNDOT CLASS V GRAVEL."
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GOEHLE TRACT RESTORATION
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9-21-2018
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STA. 0+94
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STA. 1+15
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STA. 1+32.10
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STA. 1+37
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STA. 1+50 ROAD RAISEROAD RAISE
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STA. 1+63
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STA. 1+67.8
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STA. 1+85
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STA. 2+06
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INVERT 24" RCPELEV:1740.00
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TOP ROW FILL ELEV:1743.50
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TOP GRAVEL ELEV:1745.50
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TOP COMPACTED FILL ELEV:1745.00
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4.00%
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4.00%
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SALVAGE 6" GRAVEL BASE SEE NOTE SHEET 2.
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TOP ROW FILL ELEV:1743.50
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6:1 SLOPE
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DU CLASS II ROCK RIPRAP 1.5' DEPTH WITH FILTER FABRIC BENEATH.
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FSL ELEV:1742.00
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EXCAVATE 10' WIDE CHANNEL WITH 5:1 SIDE SLOPES FROM END RCP TO SRA #22, SLOPE=0.00% BTM ELEV:1740.00. FIELD FIT REQUIRED CONSIDERED INCIDENTAL TO "24" RCP GASKETED CLASS III" BID ITEM.
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34"-1 " CLEAR ROCK BEDDING & BACKFILL, SEE DETAILS THIS SHEET.12" CLEAR ROCK BEDDING & BACKFILL, SEE DETAILS THIS SHEET.
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EXISTING GROUND
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6" DEPTH MNDOT CLASS V GRAVEL. SEE NOTE SHEET 4.
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24" RCP-CL PROFILESCALE: 1"=4'-0"
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DOUBLE EYE BOLT TIE RODS REQD.
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INVERT 24" RCPELEV:1740.00
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EXISTING GROUND
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DU CLASS II ROCK RIPRAP 1.5' DEPTH WITH FILTER FABRIC BENEATH.
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FLOW
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FLOW
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FSL ELEV:1742.00
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TYPICAL CROSS SECTION 24" RCPSCALE: 1"=2'-0"
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INV. 24" RCPELEV. 1740.00
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BTM ROCK BEDDING ELEV. 1738.75±
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TIE BOLTS
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24" RCP
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PLACE NON-WOVEN FILTER FABRIC UNDER, AROUND AND OVER ROCK BEDDING/BACKFILL AND RCP PRIOR TO FILL. CONSIDERED "INCIDENTAL" TO RCP INSTALLATION.
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34"-1 " CLEAR ROCK BEDDING 12" CLEAR ROCK BEDDING & BACKFILL, 60 TON.
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24" RCP NOTES:CONTRACTOR SHALL INSTALL 88 L.F. OF 24" GASKETED, CLASS III, RCP, AND TWO(2) 24" SAFETY APRONS RCP SLOPE=0.00%. AT INVERT ELEVATION 88 L.F. OF 24" GASKETED, CLASS III, RCP, AND TWO(2) 24" SAFETY APRONS RCP SLOPE=0.00%. AT INVERT ELEVATION 1740.00 DOUBLE BOLT TIE RODS REQUIRED. TYPICAL INSTALLATION WILL BE 12" DEPTH OF ROCK BEDDING AND BACKFILL TO SPRING-LINE OF PIPE. THE CONTRACTOR WILL COMPACT ROCK TO ENSURE ALL VOIDS HAVE BEEN FILLED. NON-WOVEN GEOTEXTILE FABRIC SHALL BE PLACED UNDER, AROUND AND OVER THE ROCK BACKFILL AND PIPE TO SEPARATE MATERIALS (CONSIDERED INCIDENTAL). PAYMENT FOR MATERIALS AND INSTALLATION SHALL BE PAID FOR BASED ON THE CONTRACTORS UNIT BID PRICE FOR "24" GASKETED JOINT, CLASS III RCP."
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TOP MN DOT CLASS V ELEV. 1745.50
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COMPACTED MATERIAL, PLACE AND COMPACT AS DESCRIBED IN SPECIFICATION 204.
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TOP COMPACTED FILL ELEV. 1745.00
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EXISTING GROUND
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INC.
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UNLIMITED
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DUCKS
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GREAT PLAINS REGIONAL OFFICE
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PROJECT NO.
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DATE:
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SHEET NO.
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APPROVED BY:
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APPROVED BY:
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CHECKED BY:
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SURVEYED BY:
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DRAWN BY:
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DESIGNED BY:
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5
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.
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.
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MN-504-3
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AMW
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MLO
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LM,MO
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RCP PROFILE, DETAILS AND NOTES
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Number
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Number
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By
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Date
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Revisions
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Sheet
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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. Aaron M. Weinandt, P.E. Date Date for Ducks Unlimited, Inc. License No. 52638
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TRAFFIC CONTROL NOTE: THE CONTRACTOR WILL BE RESPONSIBLE FOR TRAFFIC CONTROL ALONG THE GRAVEL ROAD. PROPER AUTHORITIES SHALL BE NOTIFIED AT LEAST 48 HOURS PRIOR TO ROAD CLOSURE. PROPER SIGNING IN ACCORDANCE WITH PART 6 OF THE CURRENT MN MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES SHALL BE PROVIDED. PAYMENT WILL BE BASED ON CONTRACTORS UNIT BID PRICE FOR "TRAFFIC CONTROL." SEE ADDITIONAL NOTES SHEET 2.
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REMOVAL OF CULVERT NOTE: THE CONTRACTOR WILL REMOVE THE EXISTING 18" CMP THROUGH THE GRAVELROAD, SUCH MATERIAL SHALL BECOME PROPERTY OF HOPE TWP IF REQUESTED, OTHERWISE THE CONTRACTOR SHALL TAKE OWNERSHIP FOR PROPER DISPOSAL OFF-SITE. ANY OTHER ASSOCIATED MATERIAL AS IDENTIFIED BY THE DU CONSTRUCTION MANAGER SHALL ALSO BE REMOVED OFF-SITE. PAYMENT FOR 18" CMP REMOVAL SHALL BE PAID FOR BASED ON THECONTRACTORS UNIT BID PRICE FOR "REMOVAL OF CULVERT."
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ESTIMATED QUANTITIES: 24" RCP GASKETED CLASS III88 L.F. L.F. 24" RCP SAFETY APRON 2 EA. EA. 34"-1 " CLEAR ROCK 60 TON 14" CLEAR ROCK 60 TON 60 TON TON REMOVAL OF CULVERT 1 L.S. 1 L.S. L.S. TRAFFIC CONTROL 1 L.S. 1 L.S.L.S.
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GOEHLE TRACT RESTORATION
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9-21-2018
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9/21/2018
17
44
.0
0
17
44
.0
0
17
44
.0
0
17
44
.0
0
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10:1 SLOPE
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10:1 SLOPE
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10:1 SLOPE
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10:1 SLOPE
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10:1 SLOPE
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10:1 SLOPE
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10:1 SLOPE
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10:1 SLOPE
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10:1 SLOPE
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INSTALL W.C.S. SEE SHEETS 9-10
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COMPACTED FILL AREA
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FLOW
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FLOW
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N
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1745
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1744
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1743
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1742
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1742
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1741
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1743
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1744
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1743
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FSL ELEV:1042.00
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TOP OF COMPACTED FILL ELEV:1744.00
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TOP OF FINISHED SURFACE ELEV:1744.50
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EMBANKMENT-PLAN VIEW SCALE 1"=20'-0"
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SPILLWAY SEE SHEET 7
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PIPELINE SEE SHEET 8
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0
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5
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10
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20
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EXISTING GROUND
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12" SITE PREP UNDER COMPACTED FILL FOOTPRINT. SEE NOTE SHEET 2.
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FINISH SURFACE ELEV:1744.50
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COMPACTED FILL ELEV:1744.00
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EMBANKMENT-CL PROFILE VIEW SCALE: 1"=10'-0" HORIZONTAL 1"=2'-0" VERTICAL
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SPILLWAY SEE SHEET 7
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FSL ELEV:1742.00
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CL EMB.
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5:1
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10:1 SLOPE
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10:1 SLOPE
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COMPACTED FILL SEE EMBANKMENT SPEC. 204
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FINISHED SURFACE ELEV. 1744.50
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TOP COMPACTED FILL ELEV. 1744.00
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12" SITE PREPARATION, SEE NOTE SHEET 2.
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REMAINING FILL FROM SRA EXCAVATION. SEE NOTE THIS SHEET.
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EXISTING GROUND
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TYPICAL CROSS SECTION EMBANKMENT SCALE: 1"=10'-0" HORIZONTAL 1"=2'-0" VERTICAL
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5:1
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FSL ELEV:1742.00
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INSTALL W.C.S SEE SHEETS 8-10
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INC.
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UNLIMITED
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DUCKS
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GREAT PLAINS REGIONAL OFFICE
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PROJECT NO.
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DATE:
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SHEET NO.
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APPROVED BY:
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APPROVED BY:
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CHECKED BY:
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SURVEYED BY:
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DRAWN BY:
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DESIGNED BY:
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6
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.
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.
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MN-504-3
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AMW
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MLO
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LM,MO
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EMBANKMENT PLAN/PROFILE,
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Number
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Number
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By
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Date
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Revisions
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Sheet
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Revision
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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. Aaron M. Weinandt, P.E. Date Date for Ducks Unlimited, Inc. License No. 52638
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DETAILS AND NOTES
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EMBANKMENT/BORROW AREA NOTE: COHESIVE EMBANKMENT MATERIAL 625 C.Y.-P (INCLUDED 215 C.Y. FOR SITE PREPARATION AND 15% FOR SHRINKAGE) SHALL COME FROM ONSITE BORROW AREA ON HILLSIDE 400 FEET SOUTHWEST OF EMBANKMENT. CONTRACTOR SHALL USE THE SAME BORROW AREA FOR ROAD RAISE AND EMBANKMENT IF ADEQUATE MATERIAL IS PRESENT. THE DU CONSTRUCTION MANAGER AND CONTRACTOR WILL EXCAVATE TEST HOLES IN AREA TO DETERMINE WHERE ADEQUATE FILL SHALL BE TAKEN. MATERIAL SHALL CONSIST OF A COHESIVE LEAN CLAY WITH CLOSE TO OPTIMUM MOISTURE. ONCE SITE PREPARATION IS COMPLETED OVER THE FOOT PRINT OF THE COMPACTED FILL, MATERIAL SHALL BE PLACED AND COMPACTED AS DESCRIBED IN EMBANKMENT SPECIFICATION 204. QUANTITY IS BASED ON THE COMPACTED FILL TEMPLATE OVER EXISTING GROUND PLUS SITE PREPARATIONS AND 15% FOR SHRINKAGE. THIS IS A PLAN QUANTITY AND THERE WILL BE NO ADJUSTMENT MADE FOR INCREASE OF DECREASE TO THE QUANTITY. WHEN COMPACTED FILL IS FINISHED, BORROW PIT SHALL BE RECLAIMED LEVELED AND SLOPE BE BLENDED INTO EXISTING LANDSCAPE SUITABLE FOR DNR TO MANAGE. SPOIL MATERIAL FROM SEDIMENT REMOVAL AREAS SHALL BE USED TO BUILD REMAINING FINISHED SURFACE. CONTRACTOR DOES NOT NEED TO COMPLETE ANY SITE PREPARATION UNDER FINISHED SURFACE FOOT PRINT OUT SIDE OF COMPACTED FILL FOOT PRINT. MATERIAL PLACED DOES NOT NEED TO MEET EMBANKMENT SPECIFICATION 204, BUT SHALL BE PLACED IN 8" LOOSE HORIZONTAL LIFTS. THE ENTIRE SURFACE SHALL BE COMPACTED WITH EITHER THREE PASSES OF A SHEEP FOOT ROLLER, DOZER OR OTHER METHODS APPROVED BY DU CONSTRUCTION MANAGER ON SITE. FINAL GRADES ARE SHOWN IN THE PLAN/PROFILE AND TYPICAL CROSS SECTION THIS SHEET. EXCESS SPOIL MATERIAL CAN BE PLACED IN BORROW PIT, DISPOSAL AREAS OR ADDITIONAL MATERIAL ON BACKSLOPE OF FINISHED EMBANKMENT. SPOIL PLACEMENT IS INCIDENTAL TO BID ITEM "SEDIMENT REMOVAL".
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ESTIMATED QUANTITIES: SITE PREP. COMPACTED FILL 215 C.Y. 215 C.Y. COMPACTED FILL 325 C.Y. 325 C.Y. TOTAL *625 C.Y.-P *625 C.Y.-P *INCLUDES 15% FOR SHRINKAGE SPOIL FILL FROM SRA'S 565 C.Y. 565 C.Y. TOTAL *565 C.Y. *565 C.Y. *SPOIL WORK CONSIDERED INCIDENTAL TO SEDIMENT REMOVAL AREAS.
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TILE REMOVAL NOT SHOWN THIS SHEET
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GOEHLE TRACT RESTORATION
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9-21-2018
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9/21/2018
17
42
.0
0
17
42
.0
0
17
42
.0
0
17
42
.0
0
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EXISTING GROUND
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CL SPILLWAY
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BTM SPILLWAY FINISH GRND ELEV. 1742.00
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FINISH SURFACE
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10:1 SLOPE
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10:1 SLOPE
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EXISTING GROUND
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SPILLWAY-TYPICAL CROSS SECTION NOT TO SCALE
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10:1
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10:1
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10:1
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10:1
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10:1
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10:1
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FLOW
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FLOW
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18" SDR 35 PVCSEE DETAILS AND NOTES SHEET 11.
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FLOW
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SPILLWAY CONTROL SECTION FINISHED SURFACE BOTTOM ELEV:1742.00
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N
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0
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5
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10
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20
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SPILLWAY-PLAN VIEW SCALE: 1"=10'-0"
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INC.
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UNLIMITED
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DUCKS
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GREAT PLAINS REGIONAL OFFICE
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PROJECT NO.
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DATE:
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SHEET NO.
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APPROVED BY:
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APPROVED BY:
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CHECKED BY:
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SURVEYED BY:
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DRAWN BY:
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DESIGNED BY:
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7
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.
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.
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MN-504-3
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AMW
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MLO
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LM,MO
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SPILLWAY PLAN/PROFILE
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Number
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Number
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By
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Date
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Revisions
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Sheet
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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. Aaron M. Weinandt, P.E. Date Date for Ducks Unlimited, Inc. License No. 52638
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DETAILS AND NOTES
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ESTIMATED QUANTITIES: SITE PREP. 125 C.Y 125 C.Y
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EMBANKMENT SEE SHEET 6
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NOTE: TILE WORK AND SEDIMENT REMOVAL NOT SHOWN THIS SHEET
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SPILLWAY NOTES: CONTRACTOR SHALL EXCAVATE 20' WIDE FLAT BOTTOM SPILLWAY AT A CONTROL SECTION ELEV:1742.00' WITH 10:1 SIDE SLOPES. 12" OF TOPSOIL SHALL BE STRIPPED OVER FOOT PRINT OF SPILLWAY (APPROX. 125 C.Y.). THIS WILL MOST LIKELY BE ALL THE EXCAVATION THAT IS NEEDED. IF THERE ARE PORTIONS OF THE SPILLWAY WHERE SUBSOIL IS WITHIN 3" OF THE FINISHED SURFACE, AN ADDITIONAL 6" OF MATERIAL SHALL BE SUBCUT AND REPLACED WITH TOPSOIL TO FINISHED GRADE. IF SPILLWAY IS NEEDED TO BE SUBCUT THAT MATERIAL, WILL MOST LIKELY BE SUITABLE FOR COMPACTED FILL AND WILL BE PAID FOR AT CONTRACTOR'S UNIT PRICE FOR "COMPACTED FILL". IF ADDITIONAL EXCAVATION MATERIAL IS DEEMED UNSTABLE FOR COMPACTED FILL, MATERIAL SHALL BE SPOILED ON SLOPE USED IN THE FINISHED SURFACE PORTION OF THE EMBANKMENT OUTSIDE OF THE COMPACTED FILL. PAYMENT WILL BE MADE FOR THIS QUANTITY BASE ON CONTRACTOR'S UNIT PRICE FOR "CHANNEL". QUANTITY APPROVED BY DUCKS UNLIMITED CONSTRUCTION MANAGER ONSITE. SPILLWAY AND SPOIL AREAS SHALL BE LEVELED SUITABLE ENOUGH FOR CULTIVATION. QUANTITIES WERE CALCULATED BASED ON THE SPILLWAY TEMPLATE OVER EXISTING GROUND PREPARATION. EXTRA OR UNSUITABLE MATERIAL SHALL BE PLACED IN BORROW PIT OR AS SPOIL ON SLOPES OF EMBANKMENT. SPILLWAY EXCAVATION WILL BE INCIDENTAL TO "SITE PREP", SINCE FINISHED ELEVATION ARE MOSTLY WITHIN THE 12" REQUIRED FOR SITE PREP.
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GOEHLE TRACT RESTORATIONS
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9-21-2018
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9/21/2018
SRA #36
1736.50
1736.47
1736.44
1736.41
1736.39
1736.36
1736.33
1736.30
1736.27
1736.24
1736.21
1736.19
1736.16
1736.14
1736.12
1736.09
1736.07
1736.04
1736.02
SRA #37
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INSTALL W.C.S. SEE DETAILS AND NOTES SHEETS 9-10. PIPE INVERTS ELEV. 1376.20
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SPILLWAY, SEE SHEET 7
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EMBANKMENT SEE SHEET 6
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523 L.F. OF 18" SDR 35 PVC PIPE SLOPE=0.06%
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411 L.F. OF 18" SDR 35 PVC,SLOPE=0.05%
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INSTALL 48" MANHOLE ON END OF PIPELINE,SEE DETAILS THIS SHEET. FLOOR ELEV:1736.00
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INSTALL 24" RCP SAFETY APRON AND RIPRAP SPLASH PAD ON END. SEE DETAILS THIS SHEET.
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CLEAN OUT EXISTING CHANNEL, PAID FOR AS EXTRA WORK "HOURLY EQUIPMENT RATES."
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PIPELINE-PLAN VIEW SCALE: 1"=30'-0"
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N
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1744
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1743
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1741
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1743
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1744
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1745
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1743
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1742
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1741
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1740
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1740
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1741
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1739
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1738
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1737
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1736
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FSL ELEV:1742.00
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0
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15
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30
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60
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INSTALL 18" SDR 35 45°PVC PIPE FITTING FIT IN FIELD
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523 L.F. OF 18" SDR 35 PVC PIPE SLOPE=0.06%
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INSTALL 48" MANHOLE,SEE DETAILS THIS SHEET. FLOOR ELEV:1736.00
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411 L.F. OF 18" SDR 35 PVC PIPE SLOPE=0.05%,
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FSL ELEV:1742.00
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EXISTING GROUND
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FSL ELEV:1742.00
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INSTALL W.C.S., SEE DETAILS SHEETS 9-10.
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CONSTRUCT EMBANKMENT, SEE DETAILS AND NOTES SHEET 7.
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INSTALL 24" RCP SAFETY APRON AND RIPRAP SPLASH PAD ON END. SEE DETAILS THIS SHEET.
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12" SITE PREP SEE SHEET 2
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PIPE INV. ELEV:1736.50
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FLOOR ELEV:1736.00
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TOP ROCK ELEV:1735.33
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BTM ROCK ELEV:1734.33
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LID ELEV:1738.25
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HALLA INDUSTRIES CONE GRATE TRASH RACK BOLTED TO TOP OF 48" MANHOLE, USE 58" x434" STAINLESS STEEL ANCHOR BOLTS. PAYMENT FOR MATERIALS AND INSTALLATION SHALL BE PAID FOR BASED ON THE CONTRACTORS UNIT BID PRICE FOR "CONE GRATE."
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TYPICAL CROSS SECTION PERF. SDR SCALE 1"=2'-0"
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BTM SRA #37
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NON-WOVEN FILTER WRAPPING ROCK ENVELOPE
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34"-1 " CLEAR ROCK 14" CLEAR ROCK 50 TON
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18" SDR 35 PER PIPEELEV. VARIES
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20:1 SRA #37 SLOPE
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48" PRECAST MANHOLE NOTES:-MANHOLE WILL BE 2'-3" TALL AND 2'-11" TALL WITH BASE -STRUCTURE WILL BE DELIVERED AS ONE-PIECE INCLUDING MONOLITHIC BASE. -ONE(1) U-SHAPED KNOCK-OUT FOR 18" SDR PVC PERFORATED PIPE.-CONTRACTOR WILL POUR CONCRETE COLLAR BETWEEN MANHOLE AND SDR PIPE, MINIMUM 1' THICK AND 1' BEYOND OUTSIDE DIAMETER OF SDR PIPE, AND INTERIOR DOG HOUSE. 3,000 PSI CONCRETE APPROXIMATELY 1 C.Y.. CONTRACTOR WILL GIVE ADEQUATE TIME TO CURE BEFORE BACKFILLING AGAINST SUCH. CONSIDERED "INCIDENTAL" TO MANHOLE INSTALLATION. -CONTRACTOR WILL INSTALL GALVANIZED CONE GRATE TRASH RACK ON TOP OF MANHOLE USING STAINLESS STEEL BOLTS SEE ANCHOR BOLT NOTE THIS SHEET. PAYMENT WILL BE BASED ON CONTRACTORS UNIT BID PRICE FOR "CONE GRATE."
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MONOLITHIC BASE
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CONCRETE COLLAR CONNECTION, SEE NOTE THIS SHEET. CONSIDERED INCIDENTAL TO 48" MANHOLE.
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SLOPE AS NEEDED
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6:1 BACK SLOPE
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18" SDR 35 PVCPIPE GRADE: 0.05%
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FILL VOID BETWEEN SDR 35 PVC PIPE AND 24" RCP SAFETY APRONWITH 3000 PSI CONCRETE APPROXIMATELY 2 C.Y. INCIDENTAL TO 24" RCP SAFETY APRON
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INSTALL STAINLESS STEEL RAT GUARD
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PIPE OUTLET ELEV: 1736.00
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24" RCP SAFETY ARPON DETAILNOT TO SCALE
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TYPICAL INSTALLATION SDR 35 PVC PIPE NOT TO SCALE
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EXCAVATE TRENCH WITH SPOON MATCHING OUTSIDE DIAMETER OF 18" SDR 35 PVC PIPE. 6"INITIAL BACKFILL OVER PIPE SHALL BE COMPACT WITH WACKER TAMPERS OR VIBRATORY PLATE COMPACTOR OVER ENTIRE SURFACE IN 6" LIFTS.
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18" SDR 35 PVC PIPE SLOPE= 0.06% & 0.05% SEE DETAILS THIS SHEET
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EXISTING GROUND
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FILL COMPACTED ACCORDING TO DU SPECIFICATION 204
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FLOWLINE SDR 35 PVC PIPE ELEV: VARIES
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CONTRACTOR WILL MOUND FILL AND TOPSOIL OVER PIPE TRENCH
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12" SITE PREPARATION SEE NOTE SHEET 2
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INC.
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UNLIMITED
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DUCKS
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GREAT PLAINS REGIONAL OFFICE
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PROJECT NO.
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DATE:
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SHEET NO.
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APPROVED BY:
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APPROVED BY:
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CHECKED BY:
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SURVEYED BY:
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DRAWN BY:
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DESIGNED BY:
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8
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.
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.
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MN-504-3
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AMW
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MLO
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LM,MO
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PIPELINE PLAN/PROFILE,
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Number
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By
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Date
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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. Aaron M. Weinandt, P.E. Date Date for Ducks Unlimited, Inc. License No. 52638
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DETAILS AND NOTES
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PIPE INSTALLATION NOTE: CONTRACTOR SHALL INSTALL 523 L.F. OF 18" SDR 35 PVC PIPE AT A GRADE OF0.06% & 411 L.F. OF 18" SDR 35 PVC PIPE AT A GRADE OF 0.05%. END OF 18" SDR 35 PVC PIPE WILL BE INSERTED INTO A 24" RCP SAFETY APRON, SEE THISSHEET FOR DETAILS. 12" OF TOPSOIL SHALL BE STRIPPED OVER LENGTH PIPELINE AND WIDE ENOUGH FOR STOCKPILING SUBSOIL ON AREA THAT HAD BEEN STRIPPED, SUBSOIL MATERIAL SHALL NOT BE STOCKPILED ON TOPSOIL. TYPICAL INSTALLATION, SEE DETAIL THIS SHEET. AFTER PIPE IS INSTALLED AND BACKFILL COMPACTED TOPSOIL SHALL BE RESPREAD AND LEVELED SUITABLE FOR CULTIVATION. PAYMENT FOR MATERIALS, EXCAVATION, AND INSTALLATION OF SUCH SHALL BE PAID FOR BASED ON THE CONTRACTOR'S UNIT BID PRICE FOR "18" SDR 35 PVC PIPE"
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ESTIMATED QUANTITIES: EXCAVATOR 2 HR. 2 HR. HR. DOZER 2 HR. 2 HR. HR. 48" REINFORCED CONCRETE MANHOLE 1 L.S. L.S. 2'-3" TALL CONE GRATE TRASH RACK 1 E.A. 1 E.A. E.A. 18" STAINLESS STEEL RAT GUARD 1 E.A. 1 E.A. E.A. 18" SDR 35 PVC PIPE920 L.F. L.F. 18" SDR 35 PVC PERFORATED PIPE 14 L.F. L.F. 18" SDR 35 PVC PIPE 45° FITTING 1 EA. EA. 24" RCP SAFETY APRON 1 E.A. E.A. 34"x1 " CLEAR ROCK 52 TON 14" CLEAR ROCK 52 TON 52 TON TON DU CLASS II ROCK RIPRAP 10 TON 10 TON TON 3,000 PSI CONCRETE 4 C.Y.* 4 C.Y.* C.Y.* *CONSIDERED INCIDENTAL TO MULTIPLE ITEMS
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STAINLESS STEEL ANCHOR BOLT NOTES: CONTRACTOR SHALL FOLLOW STEPS LISTED BELOW WHEN INSTALLING STAINLESS STEEL ANCHOR BOLTS. THE COST OF SUCH SHALL BE CONSIDERED INCIDENTAL TO "STRUCTURAL STEEL." 1) ALL ANCHORS SHALL BE STAINLESS STEEL STUD ANCHORS SIZED AS SHOWN. ALL ANCHORS SHALL BE STAINLESS STEEL STUD ANCHORS SIZED AS SHOWN. 2) ANCHOR HOLES SHALL BE DRILLED TO PROPER DEPTHS & DIAMETERS, AND CLEAN FREE OF CONCRETE DUST USING AIR HOSE OF SOME TYPE. ANCHOR HOLES SHALL BE DRILLED TO PROPER DEPTHS & DIAMETERS, AND CLEAN FREE OF CONCRETE DUST USING AIR HOSE OF SOME TYPE. 3) "RED HEAD EPOXY" OR OTHER ENGINEER APPROVED EPOXY ADHESIVE SHALL BE PLACED IN HOLE PRIOR TO SETTING ANCHORS. CONTRACTOR WILL USE EPOXY IN EVERY LOCATION "RED HEAD EPOXY" OR OTHER ENGINEER APPROVED EPOXY ADHESIVE SHALL BE PLACED IN HOLE PRIOR TO SETTING ANCHORS. CONTRACTOR WILL USE EPOXY IN EVERY LOCATION OF STAINLESS STEEL ANCHOR BOLTS. (AVAILABLE @ www.fastenal.com) 4) ANCHOR NUTS SHALL BE TIGHTENED TO MANUFACTURER'S RECOMMENDED TORQUE SPECIFICATION.ANCHOR NUTS SHALL BE TIGHTENED TO MANUFACTURER'S RECOMMENDED TORQUE SPECIFICATION.
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GOEHLE TRACT RESTORATION
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9-21-2018
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9/21/2018
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38"X5'X4' GALVANIZED STEEL BASE WELDED TO BOTTOM OF BOX
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38"X3"X3" GALVANIZED ANGLES CONTINUOUSLY WELDED TO SIDE OF BOX CENTERED ON BOX
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18" HOLE CUT INTO SIDE OF BOX
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PARTS LIST: WATER CONTROL STRUCTURE: 38"X5'X4' GALV STEEL BASE 20 S.F. 20 S.F. S.F. 38"X3"X3" GALV. STEEL ANGLES (4 REQ'D @ 9'-0") 36 L.F. 36 L.F. L.F. 38"X2'X9'-0" GALV. STEEL SIDE (2 REQ'D) 36 S.F. 36 S.F. S.F. 38"X1'-10"X9'-0" GALV. STEEL SIDE (2 REQ'D) 33 S.F. 33 S.F. S.F. 38"X20"IDX1' GALV. STEEL PIPE (2 REQ'D) 2 L.F. 2 L.F. L.F. COVER 14"X2'-6 "X2'-8" ALUM. COVER 6.83 S.F. 34"X2'-8" ALUM. COVER 6.83 S.F. 6.83 S.F. S.F. STOPLOG STORAGE BOX 11 GAUGE 2'X1'-10" FRONT 3.66 S.F. 3.66 S.F. S.F. 11 GAUGE 1'X1-11 "' SIDE (2 REQ'D) 1.98 S.F. 78"' SIDE (2 REQ'D) 1.98 S.F. 1.98 S.F. S.F. 11 GAUGE 1'X1'-10" BOTTOM 1.83 S.F. 1.83 S.F. S.F. 11 GAUGE 1'X2' TOP LID 2 S.F. 2 S.F. S.F. HEAVY DUTY HINGES 2 EA. 2 EA. EA. HEAVY DUTY HANDLE 1 EA. 1 EA. EA. LOCKING ROD 12" GALV. STEEL ROD 3 L.F. L.F. *THIS LIST IS PROVIDED FOR INFORMATION ONLY. ADDITIONAL MATERIALS NOT LISTED HERE MAY BE REQUIRED. BIDDER IS RESPONSIBLE FOR VERIFYING ALL QUANTITIES. ALSO ADDITIONAL MATERIAL BEYOND WHAT IS LISTED HERE MAY BE REQUIRED TO ALLOW FOR FABRICATION. SUPPLIER WILL HAVE SOME DESECRATION ON SIZE OF BASE AND OUTSIDE DIMENSIONS OF WCS BOX FOR EASE OF FABRICATION AND REDUCTION OF COST. CHANGES MUST BE APPROVED BY DUCKS UNLIMITED ENGINEER AARON M. WEINANDT, P.E. AT (701) 595-1224
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WATER CONTROL STRUCTURE TOP VIEW NOT TO SCALE
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WATER CONTROL STRUCTURE FRONT VIEW NOT TO SCALE
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WATER CONTROL STRUCTURE SIDE VIEW NOT TO SCALE
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WATER CONTROL STRUCTURE COVER DETAIL SCALE: 1"=1'
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WCS COVER NOTE: 14"X2'-2 "X2'-4" ALUMINUM COVER EXTENDS 2" 34"X2'-4" ALUMINUM COVER EXTENDS 2" ON ALL SIDES OF WCS. COVER SHALL HAVE "X 14"X 2" ALUMINUM LIP ON ALL SIDES THESE CAN BE WELDED ON OR BENT FROM A SINGLE PIECE OF ALUMINUM.
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TOP OF ROCK/ BTM OF WCS ELEV: 1735.92'
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STOPLOG STORAGE BOX SIDE VIEW SCALE: 1"=1'
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STOPLOG STORAGE BOX NOTE: -BOX AND COVER SHALL BE 11 GAUGE ( " THICK) 18" THICK) -BOX CAN BE MADE OUT OF 4 SEPARATE SHEETS, BENDING ONE SHEET OR A COMBINATION -BOX DOES NOT NEED TO HAVE A BACK, STORAGE BOX WILL BE WELDED TO WCS -SEAMS ON BOX SHALL BE 3" WELDS 6" ON CENTER -COVER SHALL HAVE 1" OVER HANG ON ENDS OF BOX AND NO OVERHANG AT HINGES AND AT HANDLE -SUPPLIER SHALL DRILL FOUR(4) " WEEP HOLES IN BOTTOM OF BOX 12" WEEP HOLES IN BOTTOM OF BOX -SUPPLIER SHALL USE HEAVY DUTY HINGES AND HANDLE. WELD OR BOLT ON AS NEEDED -STORAGE BOX SHALL BE WELDED TO WCS -ALL BOX AND WCS COMPONENTS SHALL BE GALVANIZED AFTER FABRICATION -CONTRACTOR SHALL PLACE 1' OF "-1 " CLEAR ROCK UNDER STORAGE BOX TO 34"-1 " CLEAR ROCK UNDER STORAGE BOX TO 14" CLEAR ROCK UNDER STORAGE BOX TO ALLOW DRAINAGE -STOPLOG STORAGE BOX IS INCIDENTAL TO "9'-0" GALV. STEEL WATER CONTROL 9'-0" GALV. STEEL WATER CONTROL STRUCTURE" "
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TOP WCS ELEV: 1744.95'
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TOP OF ROCK/ BTM OF WCS ELEV: 1735.92'
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TOP WCS ELEV: 1744.95'
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38"X5'X4' GALVANIZED STEEL BASE WELDED TO BOTTOM OF BOX
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38"X3"X3" GALVANIZED ANGLES CONTINUOUSLY WELDED TO SIDE OF BOX
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38"X5'X4' GALVANIZED STEEL BASE WELDED TO BOTTOM OF BOX
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38"X3"X3" GALVANIZED ANGLES CONTINUOUSLY WELDED TO SIDE OF BOX
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HEAVY DOUTY HINGES TWO(2) CENTERED ON STORAGE BOX
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HEAVY DUTY LIFTING HANDLE HANDLE SHALL FIT UNDER COVER TO ACT AS LOCK
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HEAVY DUTY LIFTING HANDLE HANDLE SHALL FIT UNDER COVER TO ACT AS LOCK
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HEAVY DOUTY HINGES TWO(2) CENTERED ON STORAGE BOX
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STOPLOG STORAGE BOX SIDE VIEW SCALE: 1"=1'
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LEAVE " TO " GAP 18" TO " GAP 14" GAP BETWEEN LID AND WCS TO ALLOW LID TO OPEN
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CUT "X1" HOLE IN 34"X1" HOLE IN COVER AND WCS TO ACCEPT LOCKING ROD
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FLATTEN END OR ROD TO APPROX. 1"X1" SQUARE AND DRILL " HOLE CENTERED TO ACCEPT LOCK FROM DNR12" HOLE CENTERED TO ACCEPT LOCK FROM DNR
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12" GALVANIZED STEEL ROD
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LOCKING ROD DETAIL NOT TO SCALE
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WATER CONTROL STRUCTURE NOTES: SIDES OF WATER CONTROL STRUCTURE BOX AND "X3"X3" GALVANIZED 38"X3"X3" GALVANIZED ANGLES SHALL BE CONTINUOUSLY WELLED AND WATER TIGHT. ALL OTHER WELDS TO WCS DO NOT NEED TO BE WATER TIGHT. LIFTING AIDS SHALL BE ADDED TO WCS TO AID IN INSTALLATION. ALL STEEL COMPONENTS SHALL BE GALVANIZED AFTER FABRICATION
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ESTIMATED QUANTITIES: 9'-0" GALV. STEEL WATER CONTROL STRUCTURE 1 L.S. 1 L.S. L.S. STOPLOGS 1 L.S. 1 L.S. L.S. LIFTING HOOK 1 L.S.1 L.S.L.S.
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STOPLOG NOTES: CONTRACTOR SHALL SUPPLY STOPLOGS FROM AGRIDRAIN, OR APPROVED EQUAL LOGS SHALL BE FROM A 15" AGRIDRAIN STRUCTURE APPROXIMATELY 19 " WIDE. 34" WIDE. STOPLOGS SHALL COVER MINIMUM 6.5'. AGRIDRAIN HAS 5" AND 7" STOPLOGS CONTRACTOR SHALL OBTAIN 7-5" STOPLOGS AND 6-7" STOPLOGS. LIFTING HOOK NOTES: CONTRACTOR SHALL SUPPLY STOPLOG LIFTING HOOK FROM AGRIDRAIN, OR APPROVED EQUAL. LIFTING HOOK SHALL BE EITHER 9.5' LONG OR FOR AN 8' AGRIDRAIN WATER CONTROL STRUCTURE.
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INC.
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UNLIMITED
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DUCKS
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GREAT PLAINS REGIONAL OFFICE
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PROJECT NO.
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DATE:
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SHEET NO.
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APPROVED BY:
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APPROVED BY:
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CHECKED BY:
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SURVEYED BY:
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DRAWN BY:
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DESIGNED BY:
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9
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MN-504-3
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AMW
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MLO
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LM,MO
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WATER CONTROL STRUCTURE
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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. Aaron M. Weinandt, P.E. Date Date for Ducks Unlimited, Inc. License No. 52638
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DETAILS AND NOTES #1
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GOEHLE TRACT RESTORATION
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9-21-2018
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9/21/2018
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WATER CONTROL STRUCTURE FRONT VIEW NOT TO SCALE
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WATER CONTROL STRUCTURE SIDE VIEW NOT TO SCALE
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34"-1 " CLEAR ROCK BASE 14" CLEAR ROCK BASE 1 TON
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FINISHED SURFACE ELEV: 1744.50'
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18" SDR 35 PVC PIPEGRADE: 0.05%
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18" SDR 35 PVC PIPEGRADE: 0.06%
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BTM OF ROCK ELEV: 1735.42'
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BTM OF CONCRETE ANTI-SEEP COLLAR ELEV: 1733.92'
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FINISHED SURFACE ELEV: 1744.50'
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WCS SEE SHEET 9
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34"-1 " CLEAR ROCK BASE 14" CLEAR ROCK BASE 1 TON
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TOP OF ROCK/ BTM OF WCS ELEV: 1735.92'
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BTM OF ROCK ELEV: 1735.42'
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BTM OF CONCRETE ANTI-SEEP COLLAR ELEV: 1733.92'
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WATER CONTROL STRUCTURE TOP VIEW SCALE: 1"= 1'
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NOTE: CONTRACTOR SHALL POUR CONCRETE BASE AND ANTI-SEEP COLLAR AFTER INSTALLATION OF STEEL WATER CONTROL STRUCTURE AND 18" SDR 35 PVC PIPE.CONCRETE IS INCIDENTAL TO STEEL WATER CONTROL STRUCTURE (APPROXIMATELY 5 C.Y.)
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ESTIMATED QUANTITIES: 34"-1 " CLEAR ROCK 1 TON 14" CLEAR ROCK 1 TON 1 TON TON 3000 PSI CONCRETE 5 C.Y.* 5 C.Y.* C.Y.* *INCIDENTAL TO 9'-0" GALV. STEEL WATER CONTROL STRUCTURE BID ITEM
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TOP WCS ELEV: 1744.95'
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CONCRETE BASE AND CLEAR ROCK BASE
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WCS SEE SHEET 9
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INC.
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UNLIMITED
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DUCKS
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GREAT PLAINS REGIONAL OFFICE
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PROJECT NO.
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DATE:
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SHEET NO.
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APPROVED BY:
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APPROVED BY:
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CHECKED BY:
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SURVEYED BY:
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DRAWN BY:
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DESIGNED BY:
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10
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.
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.
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MN-504-3
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AMW
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MLO
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LM,MO
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WATER CONTROL STRUCTURE
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Number
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Number
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By
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Date
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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. Aaron M. Weinandt, P.E. Date Date for Ducks Unlimited, Inc. License No. 52638
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DETAILS AND NOTES #2
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GOEHLE TRACT RESTORATION
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9-21-2018
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9/21/2018
17
51
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0
17
51
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0
17
50
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0
SRA #23
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55
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17
55
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1755.43
17
55
.38
1755.33
1755.28
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FLOW
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EXISTING 6" HDPE TILETO BE REMOVED.
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PIPE COVER ELEV:1754.00
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6:1
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6:1
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INSTALL SAFETY APRON ON END, SEE DETAIL THIS SHEET.
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N
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CENTRAL TILE OUTLET-PLAN VIEW SCALE: 1"=10'-0"
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APPROXIMATE PROPERTY LINE
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CREATE SMALL BERM OVER PIPELINE. CONSIDERED "INCIDENTAL."
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50 L.F. 8" SDR 35PVC PIPE SLOPE 1.00%
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6:1
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6:1
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6:1
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FLOW
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1751
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1751
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1752
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CONNECT TO EXISTING 6" HDPE, SEE NOTE THIS SHEET.
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CHANNEL FINISH SURFACE BOTTOM SLOPE:0.10%
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0
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5
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10
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20
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50 L.F. 8" SDR 35 PVCPIPE SLOPE:1.00%
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INSTALL 12" RCP SAFETY APRONON END, SEE DETAILS THIS SHEET.
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EXISTING GROUND
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CENTRAL TILE OUTLET-CL PROFILE VIEW SCALE: 1"=10'-0" HORIZONTAL 1"=2'-0" VERTICAL
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ALL CHANNEL EXCAVATION CONSIDERED SITE PREP USE AS PIPE COVER SEE NOTE SHEET 2
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CONNECT TO EXISTING 6" HDPE, SEE NOTE THIS SHEET.
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57 L.F. OF 8" SDR 35 PVCPIPE SLOPE:0.10%
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FLOW
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EXISTING 4" PERF. HDPE
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EXISTING 4" PERF. HDPE
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EXISTING 4" PERF. HDPE
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6:1
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6:1
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6:1
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6:1
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6:1
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6:1
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6:1
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6:1
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INSTALL 12" RCP SAFETYAPRON ON END. SEE DETAILS THIS SHEET.
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APPROXIMATE PROPERTY LINE
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1759
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1757
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1756
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1755
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1756
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1757
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1758
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1759
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SOUTH TILE-PLAN VIEW SCALE: 1"=20'-0"
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CONNECT TO EXISTING 4" HDPE, SEE NOTETHIS SHEET.
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CHANNEL FINISHED SURFACE BOTTOM SLOPE:0.10%
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0
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20
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57 L.F. OF 8" SDR 35PVC PIPE SLOPE:0.10%
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INSTALL 12" RCPSAFETY APRON ON END, SEE DETAILS THIS SHEET.
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SOUTH TILE-CL PROFILE VIEW SCALE: 1"=20'-0" HORIZONTAL 1"=4'-0" VERTICAL
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6:1 BACK SLOPE
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8" SDR 35 PVC PIPE GRADE:VARIES
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FILL VOID BETWEEN SDR 35 PVC PIPE AND 12" RCP SAFETY APRONWITH 3000 PSI CONCRETE APPROXIMATELY 2 C.Y. INCIDENTAL TO 12" RCP SAFETY APRON
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INSTALL 8" STAINLESS STEEL RAT GUARD
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PIPE OUTLET ELEV: VARIES
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12" RCP SAFETY ARPON DETAILNOT TO SCALE
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TYPICAL INSTALLATION SDR 35 PVC PIPES NOT TO SCALE
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EXCAVATE TRENCH WITH SPOON MATCHING OUTSIDE DIAMETER OF SDR 35 PVC PIPES. 6" INITIAL BACKFILL OVER PIPE SHALL BE COMPACT WITH WACKER TAMPERS OR VIBRATORY PLATE COMPACTOR OVER ENTIRE SURFACE IN 6" LIFTS.
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8" SDR 35 PVC PIPE SLOPE=VARIES SEE DETAILS THIS SHEET
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EXISTING GROUND
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FILL COMPACTED ACCORDING TO DU SPECIFICATION 204
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FLOWLINE SDR 35 PVC PIPE ELEV: VARIES
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CONTRACTOR WILL MOUND FILL AND TOPSOIL OVER PIPE TRENCH
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12" SITE PREPARATION SEE NOTE SHEET 2
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CL CHANNEL
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FINISH SURFACE
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12" DEPTH SITE PREPARATION, SEE NOTE SHEET 2.
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6" SUBCUT GRADE AND REPLACE WITH TOPSOIL IF SUBSOIL IS WITHIN 3" OF FINISH GRADE.
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TYPICAL CROSS SECTION CHANNEL SCALE: 1"=5'-0"
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BOTTOM CHANNEL ELEV. VARIES
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EXISTING GROUND
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6:1 SLOPE
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6:1 SLOPE
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INC.
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UNLIMITED
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DUCKS
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GREAT PLAINS REGIONAL OFFICE
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PROJECT NO.
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DATE:
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SHEET NO.
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APPROVED BY:
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APPROVED BY:
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DRAWN BY:
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DESIGNED BY:
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11
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.
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MN-504-3
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AMW
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MLO
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LM,MO
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TILE OUTLETS PLAN/PROFILE,
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DETAILS AND NOTES
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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. Aaron M. Weinandt, P.E. Date Date for Ducks Unlimited, Inc. License No. 52638
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ESTIMATED QUANTITIES: SITE PREP 325 C.Y. 325 C.Y. CHANNEL 250 C.Y.-P 250 C.Y.-P 8" STAINLESS STEEL RAT GUARD 2 E.A. 2 E.A. 8" SDR 35 PVC PIPE107 L.F. 12" RCP SAFETY APRON 2 E.A. TILE CONNECTION 2 EA. 2 EA. DU CLASS II ROCK RIPRAP 20 TON 20 TON 3,000 PSI CONCRETE 4 C.Y.* 4 C.Y.* *CONSIDERED INCIDENTAL TO SAFETY APRON
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CHANNEL NOTE: CONTRACTOR SHALL EXCAVATE 14' WIDE FLAT BOTTOM CHANNEL @ A GRADE OF 0.1% WITH 6:1 SIDE SLOPES (250 C.Y. SOUTH CHANNEL). 12" OF TOPSOIL SHALL BE STRIPPED OVER FOOT PRINT OF CHANNEL (APPROX. 300 C.Y. SOUTH CHANNEL AND 25 C.Y. CENTRAL CHANNEL ). PORTIONS OF THE CHANNEL WHERE SUBSOIL IS WITHIN 3" OF THE FINISHED SURFACE, AN ADDITIONAL 6" OF MATERIAL SHALL BE SUBCUT AND REPLACED WITH TOPSOIL TO FINISHED GRADE. CHANNEL AND SPOIL AREAS SHALL BE LEVELED SUITABLE ENOUGH FOR CULTIVATION. QUANTITIES WERE CALCULATED BASED ON THE CHANNEL TEMPLATE OVER EXISTING GROUND MINUS SITE PREPARATION. THE APPROXIMATE VOLUME FOR OVER EXCAVATION WAS ADDED TO THE FINAL PLAN QUANTITY. THIS IS A PLAN QUANTITY, THERE WILL BE NO ADJUSTMENT MADE FOR INCREASE OR DECREASE TO THE QUANTITY. SPOIL MATERIAL SHALL BE PLACED IN NEAREST DESIGNATED SRA DISPOSAL AREAS AS SHOWN SHEET 6. PAYMENT WILL BE MADE BASED ON THE CONTRACTOR'S UNIT PRICE FOR "CHANNEL" ON THE PLAN QUANTITY (C.Y.-P).
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PIPE INSTALLATION NOTE: CONTRACTOR SHALL INSTALL 57 L.F. OF 8" SDR 35 PIPE AT A GRADE OF 0.1% AND50 L.F. OF 8" SDR 35 PIPE AT A GRADE OF 1.00%. ENDS OF SDR 35 PIPES WILLBE INSERTED INTO A 12" RCP SAFETY APRON, SEE THIS SHEET FOR DETAILS. 12"OF TOPSOIL SHALL BE STRIPPED OVER LENGTH PIPELINE AND WIDE ENOUGH FOR STOCKPILING SUBSOIL ON AREA THAT HAD BEEN STRIPPED, SUBSOIL MATERIAL SHALL NOT BE STOCKPILED ON TOPSOIL. TYPICAL INSTALLATION, SEE DETAIL THIS SHEET. AFTER PIPE IS INSTALLED AND BACKFILL COMPACTED TOPSOIL SHALL BE RE-SPREAD AND LEVELED SUITABLE FOR CULTIVATION. PAYMENT FOR MATERIALS, EXCAVATION, AND INSTALLATION OF SUCH SHALL BE PAID FOR BASED ON THE CONTRACTOR'S UNIT BID PRICE FOR "8" SDR 35 PVC"
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PIPE CONNECTION NOTE: LOCATE EXISTING TILE PRIOR NEW TILE INSTALLATION TO VERIFY ELEVATION, CONFIRM DESIGN WILL TIE INTO EXISTING TILE, AND PROPOSED CONNECTION WILL WORK. CONTRACTOR SHALL CONNECT NEW 8" SDR PIPES TO THE EXISTING TILE.CONNECTION SHALL BE WRAPPED IN A GEOTEXTILE FABRIC AND ENCASED IN CONCRETE TO ENSURE TIGHT STABLE CONNECTION. PAYMENT WILL BE BASED ON CONTRACTOR'S LUMP SUM (L.S.) PRICE FOR "TILE CONNECTION."
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GOEHLE TRACT RESTORATIONS
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9-21-2018
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© 2018 Microsoft Corporation © 2018 DigitalGlobe ©CNES (2018) Distribution Airbus DS
SRA #1
SRA #2
SRA#3-#4
SRA #5
SRA #6
SRA #7
SRA #8
SRA #9
SRA #10
SRA #11
SRA #12
SRA #13
SRA #14
SRA #15
SRA #16SRA #17
SRA #18
SRA #20
SRA #21
SRA #18A
SRA #19
SRA #23
SRA #22
SRA #24
SRA #25SRA #26
SRA #27
SRA #28 SRA #29
SRA #30
SRA #31
SRA #32
SRA #33
SRA #34
SRA #35
SRA #36
SRA #37
SRA #38
SRA #39
SEDIMENT REMOVALAREA DEPTH
(FT) +/- BTM
ELEVAREA(S.F.)
VOLUME(C.Y.)
AREA DEPTH(FT)
+/- BTMELEV
AREA(S.F.)
VOLUME(C.Y.)
1 1 1747.5 8,346 300 20 0.75 1746.5 7,038 2002 0.75 1750.25 9,047 250 21 0.5 1744 2,396 503 0.5 1758 710 20 22 2.5 1740 47,389 6,030
4 0.5 1757.75 739 20 23 0.5 1757.5 4,162 805 0.75 1754.75 6,349 180 24 1 1752.5 4,789 1806 0.5 1750 1,922 40 25 0.75 1753.5 30,731 8507 0.75 1748.5 5,483 150 26 0.75 1745 6,529 1808 0.5 1749.5 2,306 50 27 0.5 1742 5,105 1009 0.75 1749.5 11,495 320 28 0.5 1742 4,362 80
10 0.5 1739 2,852 50 29 1 1740 10,827 40011 0.5 1740 2,446 50 30 0.75 1741.5 7,734 22012 0.5 1741 1,364 30 31 2.5 1735 14,890 1,380
13 1.5 1738.5 6,582 370 32 1.5 1737.5 23,478 1,300
14 0.5 1741.75 2,525 50 33 0.5 1752 4,319 8015 0.75 1749 6,355 180 34 0.75 1742.75 4,871 14016 0.5 1748.5 3,846 70 35 0.75 1741.5 8,505 24017 0.5 1749 2,394 50 36 1.25 1740 19,827 92018 0.75 1747.5 3,289 100 37 0.75 1738 26,626 4,000
18A 0.5 1750 3,551 70 38 1 1740 18,872 70019 0.5 1751.25 3,051 60 39 1 1739 57,219 3,900
TOTAL SEDIMENT REMOVAL: 23,440
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DITCH PLUG TOP ELEV. 1750.00±MUST BE 1.5' BELOW NEIGHBORING PROPERTY
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DITCH PLUG TOP ELEV. 1752.00±
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SPOIL AREA
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DITCH PLUG TOP ELEV. 1757.50±
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DITCH PLUG TOP ELEV. 1752.50±
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SPOIL AREA
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SPOIL AREA
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SPOIL AREA
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SPOIL AREA
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DITCH PLUG TOP ELEV. 1749.50±
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DITCH PLUG TOP ELEV. 1747.00±
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DITCH PLUG TOP ELEV. 1755.00±
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SPOIL AREA
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DITCH PLUG TOP ELEV. 1757.00±
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SPOIL AREA
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DITCH PLUG TOP ELEV. 1751.50±
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SPOIL AREA
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SPOIL AREA
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DITCH PLUG TOP ELEV. 1754.00±
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DITCH PLUG TOP ELEV. 1740.50±
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SPOIL AREA
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SPOIL AREA COVER AS MUCH AREA AS POSSIBLE TO BURY TREE SAPLINGS AND INVASIVE SEED BANK
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PLAN VIEW SEDIMENT REMOVAL EXCAVATION SCALE: 1"=130'-0"
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SPOIL AREA FOR SRA #36-#39. CONTRACTOR WILL FILL AREA IN CULTIVATED FIELD TO ELEV. 1745.00, SEE DETAILS IN THESE PLANS.
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RAISE EXISTING ROAD, SEE PLANS FOR DETAILS. SUITABLE MATERIAL FROM SRA #22, 37, & 39 SHALL BE USED FOR CONSTRUCTION OF ROW FILL.
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INC.
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UNLIMITED
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DUCKS
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GREAT PLAINS REGIONAL OFFICE
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PROJECT NO.
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DATE:
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SHEET NO.
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APPROVED BY:
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APPROVED BY:
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CHECKED BY:
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SURVEYED BY:
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DRAWN BY:
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DESIGNED BY:
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12
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MN-504-3
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AMW
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MLO
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LM,MO
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SEDIMENT REMOVAL AREAS
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PLAN VIEW
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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. Aaron M. Weinandt, P.E. Date Date for Ducks Unlimited, Inc. License No. 52638
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SEDIMENT REMOVAL EXCAVATION NOTE: CONTRACTOR SHALL EXCAVATE SEDIMENT REMOVAL AREAS AS SHOWN. THE APPROXIMATE BOTTOM ELEVATIONS AND APPROXIMATE DEPTH APPROXIMATE BOTTOM ELEVATIONS AND APPROXIMATE DEPTH OF SEDIMENT TO BE REMOVED ARE NOTED IN SEDIMENT REMOVAL TABLE ON THIS SHEET, DU CONSTRUCTION MANAGER OR BIOLOGILST ON SITE WILL HAVE FINAL SAY IN ELEVATION AND DEPTH OF SEDIMENT TO BE REMOVED. FINAL BOTTOM SURFACE AND SIDE SLOPES SHALL RETAIN A MINIMUM 4" DEPTH OF ORGANIC MATERIAL. IF AREAS ARE OVER EXCAVATED AND MINERAL SOIL IS EXPOSED, REPLACEMENT OF ORGANIC MATERIAL SHALL BE INCIDENTAL. SIDE SLOPES SHALL BE ±20:1 OR FLATTER, SLOPE SHALL HAVE A ROUNDED TRANSITIONFROM SLOPE TO BOTTOM. THE BOTTOM OF THE SEDIMENT REMOVAL AREA SHALL NOT BE FLAT AND SMOOTH, RATHER BOWL SHAPED WITH SLIGHT UNDULATION, AS APPROVED BY THE DU CONSTRUCTION MANAGER. SPOIL MATERIAL SHALL BE USED AS DITCH PLUGS AS NOTED, ON THE DOWN SLOPE EDGE OF WETLAND AREAS OR IN DESIGNATED SPOIL AREA. SPOIL MATERIAL TO BE PLACED AS DITCH PLUGS SHALL HAVE A MINIMUM 20' TOP AND ±20:1 SLOPES SPOIL MATERIAL USEDFOR DITCH PLUGS SHALL NOT BE PLACED DIRECTLY ON EXISTING VEGETATION. THE ENTIRE LENGTH OF THE DITCH PLUG AND 20' WIDE, THE VEGETATION SHALL BE STRIPPED AND SPREAD OVER SPOIL AREA, AND 4" OF THE UNDERLINING SOIL SHALL BE SCARIFIED. MATERIAL PLACED DOES NOT NEED TO MEET EMBANKMENT SPECIFICATION 204, BUT SHALL BE PLACED IN 8" LOOSE HORIZONTAL LIFTS. THE ENTIRE SURFACE SHALL BE COMPACTED WITH EITHER THREE PASSES OF A SHEEP FOOT ROLLER, DOZER OR OTHER METHODS APPROVED BY DU CONSTRUCTION MANAGER ON SITE. OTHER SPOIL CAN BE PLACED DIRECTLY ON VEGETATION, SPOIL SHALL NOT OTHER SPOIL CAN BE PLACED DIRECTLY ON VEGETATION, SPOIL SHALL NOT EXCEED 2' THICK AND BLENDED INTO EXISTING GROUND. SPOIL FROM SRAS 22, 36-39 SHALL BE PLACED ON EMBANKMENTS, ROAD RAISE ROW FILLS & FIELD FILL AREA AS NOTED IN THE PLANS. SPOIL SHALL BE LEVELED AND SHAPED, SUITABLE FOR SEEDING & MULCHING. PAYMENT FOR "SEDIMENT REMOVAL" SHALL BE PAID FOR BASED ON THE CONTRACTORS UNIT BID PRICE FOR "SEDIMENT REMOVAL". QUANTITY IS CUBIC YARD-ACTUAL, DU CONSTRUCTION MANAGER WILL RE-CROSS EXCAVATION AREA AFTER FINAL COMPLETION TO DETERMINE FINAL QUANTITIES TO BE PAID.
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GOEHLE TRACT RESTORATION
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SEDIMENT REMOVAL BOTTOM ELEV: VARIES SEE TABLE AND NOTE SHEET 12
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TOP OF SPOIL ELEVATION: VARIES SEE PLAN
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±20:1
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±20:1
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TYPICAL CROSS SECTION SPOIL FILL NOT TO SCALE
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TYPICAL PROFILE SPOIL FILL NOT TO SCALE
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EXISTING GROUND
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EXISTING GROUND
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TOP OF SPOIL ELEVATION: VARIES SEE PLAN
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±20:1
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±20:1
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±20:1
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±20:1
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ADDITIONAL SPOIL MATERIAL AND STRIPPED VEGETATION USED TO OVER BUILD TOP AND FLATTEN SLOPES AS NEEDED
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REMOVE VEGETATION AND SCARIFY 4" OF UNDERLINING SOIL
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REMOVE VEGETATION AND SCARIFY 4" OF UNDERLINING SOIL 20' WIDE
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ADDITIONAL SPOIL OUT SIDE OF THE 20' SIDE SCARIFIED STRIP CAN BE PLACED DIRECTLY ON EXISTING VEGETATION
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EXISTING GROUND
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INC.
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UNLIMITED
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DUCKS
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GREAT PLAINS REGIONAL OFFICE
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PROJECT NO.
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DATE:
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SHEET NO.
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APPROVED BY:
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APPROVED BY:
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CHECKED BY:
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SURVEYED BY:
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DRAWN BY:
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DESIGNED BY:
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13
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.
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MN-504-3
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AMW
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MLO
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LM,MO
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SEDIMENT REMOVAL AREAS DETAILS
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Number
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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. Aaron M. Weinandt, P.E. Date Date for Ducks Unlimited, Inc. License No. 52638
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GOEHLE TRACT RESTORATION
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9-21-2018
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9/21/2018
SRA #39
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APPROXIMATE PROPERTY LINE
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APPROXIMATE PROPERTY LINE
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FSL ELEV:1742.00
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FSL ELEV:1742.00
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FILL AREA TO ELEVATION 1745.00
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5:1 SLOPE
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5:1 SLOPE
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5:1 SLOPE
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5:1 SLOPE
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5:1
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PROPERTY CORNER RESET CORNER POST
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1743
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1744
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1744
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1745
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1746
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1747
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1748
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1749
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1750
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1751
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1752
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1751
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1750
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1749
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1748
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1747
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1746
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1745
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1744
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1743
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1741
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1740
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FIELD FILL-PLAN VIEW SCALE: 1"=20'-0"
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1745 CONTOUR TO BE DETERMINED IN-FIELD.
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0
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10
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20
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40
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CONTAINMENT BERM SEE CROSS SECTION THIS SHEET
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SRA 39 BTM ELEV:1739.00
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FSL ELEV:1742.00
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FIELD FILL ELEV:1745.00
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CONTAINMENT BERM
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5:1
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5:1
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20:1
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INC.
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UNLIMITED
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DUCKS
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GREAT PLAINS REGIONAL OFFICE
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PROJECT NO.
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DATE:
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SHEET NO.
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APPROVED BY:
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APPROVED BY:
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CHECKED BY:
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SURVEYED BY:
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DRAWN BY:
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DESIGNED BY:
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14
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.
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.
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MN-504-3
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AMW
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MLO
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LM,MO
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FIELD FILL PLAN VIEW,
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Number
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By
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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. Aaron M. Weinandt, P.E. Date Date for Ducks Unlimited, Inc. License No. 52638
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DETAILS AND NOTES
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FIELD FILL NOTE: SPOIL MATERIAL FROM SEDIMENT REMOVAL AREAS SHALL BE USED FOR FIELD FILL AREAS. NO STRIPPING REQUIRED BENEATH ENTIRE FILL AREA SINCE SPOIL IS ORGANIC TOPSOIL. MATERIAL PLACED DOES NOT NEED TO MEET EMBANKMENT SPECIFICATION 204, BUT SHALL BE PLACED IN 8" LOOSE HORIZONTAL LIFTS. THE ENTIRE SURFACE SHALL BE COMPACTED WITH EITHER THREE PASSES OF A DOZER OR OTHER METHODS APPROVED BY DU CONSTRUCTION MANAGER ON SITE. DO NOT OVER COMPACT FILL MATERIAL CAUSING ISSUES WITH CROP PRODUCTION. CONTRACTOR WILL FILL AREA TO ELEVATION 1745.00 AND CREATE 5:1 SLOPES ALONG PROPERTY LINE AS SHOWN. A CONTAINMENT BERM ALSO ALONG THE PROPERTY LINE SHALL RAISE UP 1' FROM FINISHED FIELD FILL ELEVATION WITH 5:1 SIDE SLOPES. BLEND AREA TO CREATING DRAINAGE FROM SOUTH WEST TO NORTHEAST THROUGH CONTROL AREA IN CONTAINMENT BERM AS DETERMINED BY THE DU CONSTRUCTION MANAGER. SPOIL PLACEMENT IS INCIDENTAL TO BID ITEM "SEDIMENT REMOVAL".
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ESTIMATED QUANTITIES: SPOIL FILL FROM SRA FOR FIELD & 5:1 SLOPES 2800 C.Y.** 2800 C.Y.** **SPOIL WORK CONSIDERED INCIDENTAL TO SEDIMENT REMOVAL AREAS
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CONTROL AREA ELEV:±1745.00
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GOEHLE TRACT RESTORATION
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© 2018 Microsoft Corporation © 2018 DigitalGlobe ©CNES (2018) Distribution Airbus DS
TILE REMOVALLOCATION TILE
INVESTTILE
BREAKCAP LOCATION TILE
INVESTTILE
BREAKCAP
SRA 1 80 SRA 21 350 1SRA 2 250 1 SRA 21-SE 200 1
SRA 2 OUTLET 50 100 1 SOUTH TILE 650 1SRA 3 150 SRA 25 250SRA 5 100 SRA 26 50SRA 6 100 250 2 NORTH CENTRAL 1,700
CENTRAL TILE 150 SRA 28 280SRA 7 80 450 2 SRA 29 340
SRA 7 OUTLET 100 1 SRA 30 250SRA 8 250 SRA 32 680 450 1
SRA 9-EAST 450 1 SRA 33 320SRA 12 100 400 1
EMBANKMENT-1 580 1SRA 14 100
EMBANKMENT-2 580 1SRA 16 250 1 SRA 37-1 240 2SRA 17 50 SRA 37-2 240 2SRA 18 100 250 1 SRA 38 300
SRA 18A 150 SRA 39-1 250 2SRA 19 410 SRA 39-2 250 320 2SRA 20 250 1 SOUTHEAST 100 2
TOTAL 4,720 8,280 28
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TILE INVESTIGATION SRA #1 80 L.F.
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TILE INVESTIGATION SRA #3, 150 L.F.
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TILE BREAK SRA #2, 250 & 100 L.F.
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TILE INVESTIGATION SRA #5, 100 L.F.
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TILE INVESTIGATION SRA #6, 100 L.F.
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TILE BREAK SRA #6, 250 L.F.
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TILE BREAK CENTRAL 150 L.F.
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DAYLIGHT EXISTING TILE, SEE DETAILS SHEET 11.
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TILE BREAK SRA #7 & OUTLET, 550 L.F.
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TILE INVESTIGATION SRA #7, 80 L.F.
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TILE INVESTIGATION SRA #8, 250 L.F.
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TILE BREAK SRA #9 EAST, 450 L.F.
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TILE INVESTIGATION SRA #12, 100 L.F.
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TILE BREAK SRA #12 400 L.F.
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TILE INVESTIGATION SRA #14, 100 L.F.
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TILE INVESTIGATION SRA #17, 50 L.F.
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TILE BREAK SRA #16 250 L.F.
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TILE INVESTIGATION SRA #18, 100 L.F.
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TILE BREAK SRA #18 250 L.F.
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TILE INVESTIGATION SRA #18A, 150 L.F.
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TILE INVESTIGATION SRA #19, 410 L.F.
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TILE BREAK SRA #20 250 L.F.
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TILE BREAK SRA #21 350 L.F.
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TILE BREAK SRA #21 SOUTHEAST, 200 L.F.
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DAYLIGHT EXISTING TILE, SEE DETAILS SHEET 11.
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TILE BREAK SOUTH 650 L.F.
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TILE BREAK SRA #25 250 L.F.
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TILE INVESTIGATION SRA #26, 50 L.F.
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TILE INVESTIGATION NORTH CENTRAL, 1700 L.F.
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TILE BREAK SRA #28 280 L.F.
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TILE BREAK SRA #29 340 L.F.
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TILE BREAK SRA #30 250 L.F.
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TILE INVESTIGATION SRA #32, 680 L.F.
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TILE BREAK SRA #32 450 L.F.
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TILE INVESTIGATION SRA #33, 320 L.F.
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TILE BREAK EMBANKMENT 580 L.F. X (2)
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TILE BREAK SRA #37 240 L.F. X (2)
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TILE BREAK SRA #38 300 L.F.
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TILE BREAK SOUTHEAST 100 L.F.
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TILE BREAK SRA #39 250 L.F. & 320 L.F.
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TILE INVESTIGATION SRA #39, 250 L.F.
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PLAN VIEW TILE INVESTIGATION & BREAKS SCALE: 1"=130'-0"
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LEGEND EXISTING TILE TILE INVESTIGATION TILE BREAK
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.
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INC.
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UNLIMITED
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DUCKS
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GREAT PLAINS REGIONAL OFFICE
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PROJECT NO.
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DATE:
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SHEET NO.
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APPROVED BY:
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APPROVED BY:
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CHECKED BY:
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SURVEYED BY:
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DRAWN BY:
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DESIGNED BY:
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15
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.
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MN-504-3
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AMW
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MLO
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TILE BREAKS PLAN VIEW
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AND NOTES
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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. Aaron M. Weinandt, P.E. Date Date for Ducks Unlimited, Inc. License No. 52638
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TILE BREAK NOTES: EXCAVATE TILE INVESTIGATIONS ACROSS APPROXIMATE TILE LOCATION, AS DIRECTED BY DU CONSTRUCTION MANAGER. ONCE TILE IS FOUND REMOVE DISTANCE SPECIFIED ON PLAN. PLASTIC TILE WILL BECOME PROPERTY OF CONTRACTOR AND MUST BE REMOVED FROM SITE. CLAY OR CONCRETE CAN BE BURIED IN TRENCH BUT MUST BE CRUSHED, EXCAVATED AND ALL PLACED ON EITHER END OF TRENCH. PLUG ENDS REMAINING OF TILE WITH EITHER COMMERCIAL PLUG OR A MINIMUM BAG OF SAKRETE IN AND AROUND 14 BAG OF SAKRETE IN AND AROUND END. DURING TILE INVESTIGATION AND REMOVAL TRENCH TOPSOIL SHALL BE STRIPPED AND STOCKPILED. SUBSOIL SHALL BE BACK CASTED INTO TRENCH WHEN POSSIBLE TO REDUCE THE DISTURBANCE. MATERIAL IN TRENCH SHALL BE BUCKET COMPACTED IN LIFTS LESS THAN 1 FOOT THICK, TO ACHIEVE COMPACTION NEAR THE VIRGIN MATERIAL. TOP SOIL SHALL BE REPLACED AND LEVELED SUITABLE FOR CULTIVATION.
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GOEHLE TRACT RESTORATION
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© 2018 Microsoft Corporation © 2018 DigitalGlobe ©CNES (2018) Distribution Airbus DS
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0
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75
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150
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300
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N
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SILT FENCE 325 L.F.
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SILT FENCE 250 L.F.
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SILT FENCE 225 L.F.
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SILT FENCE 200 L.F.
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SILT FENCE 200 L.F.
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SEDIMENT CONTROL LOG 40 L.F. EROSION CONTROL BLANKET 100 S.Y.
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SEDIMENT CONTROL LOG 40 L.F. EROSION CONTROL BLANKET 100 S.Y.
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SEDIMENT CONTROL LOG 40 L.F. EROSION CONTROL BLANKET 100 S.Y.
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SEDIMENT CONTROL LOG 40 L.F. EROSION CONTROL BLANKET 100 S.Y.
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SEDIMENT CONTROL LOG 40 L.F. EROSION CONTROL BLANKET 150 S.Y.
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SEDIMENT CONTROL LOG 80 L.F. EROSION CONTROL BLANKET 650 S.Y.
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SEDIMENT CONTROL LOG 60 L.F. EROSION CONTROL BLANKET 200 S.Y.
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SEDIMENT CONTROL LOG 120 L.F. EROSION CONTROL BLANKET 200 S.Y.
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SEDIMENT CONTROL LOG 40 L.F. EROSION CONTROL BLANKET 100 S.Y.
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SEDIMENT CONTROL LOG 40 L.F. EROSION CONTROL BLANKET 100 S.Y.
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EROSION CONTROL BLANKET 4000 S.Y.
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EROSION CONTROL BLANKET 700 S.Y.
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SEDIMENT CONTROL LOG 80 L.F. EROSION CONTROL BLANKET 600 S.Y.
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SEDIMENT CONTROL LOG 200 L.F. EROSION CONTROL BLANKET 800 S.Y.
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SEDIMENT CONTROL LOG 250 L.F. INSTALLED JUST BELOW POOL ELEVATION EROSION CONTROL BLANKET 1100 S.Y.
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ESTIMATED QUANTITIES: CULTIVATION: 30 AC. 30 AC. AC. SILT FENCE-MACHINE SPLICED 1,195 L.F. 1,195 L.F. L.F. 12" SEDIMENT CONTROL LOG1,070 L.F. L.F. MNDOT CATEGORY 4N 9,000 S.Y. 9,000 S.Y. S.Y. EROSION CONTROL BLANKET MULCHING 10 AC. 10 AC. AC. DISK ANCHORING 10 AC. 10 AC. AC. 8" TREATED POST-8' LONG 25 EA.EA.
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PARKING AREA ±96'X96'INSTALL 8" TREATED POSTS 8' LONGALONG THE PERIMETER 12' ON CENTER
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INC.
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UNLIMITED
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DUCKS
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GREAT PLAINS REGIONAL OFFICE
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PROJECT NO.
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DATE:
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SHEET NO.
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16
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MN-504-2
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AMW
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MLO
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LM,MO
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BMP PLAN VIEW AND NOTES
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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. Aaron M. Weinandt, P.E. Date Date for Ducks Unlimited, Inc. License No. 52638
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NOTES: CULTIVATION: CONTRACTOR WILL CULTIVATE DISTURBED AREAS INCLUDING EMBANKMENTS, BORROW AREAS, DISPOSAL AREAS, CHANNELS, SPILLWAY, PIPELINE ROUTES, SEDIMENT REMOVAL AREAS, TILE BREAKS, HAUL ROADS, STAGING AREAS AND ALL OTHER AREAS DETERMINED BY DU CONSTRUCTION MANAGER, WITH A FIELD CULTIVATOR OR OTHER IMPLEMENT APPROVED BY DUCKS UNLIMITED CONSTRUCTION MANAGER. DU CONSTRUCTION MANAGER WILL MEASURE ACTUAL AREAS CULTIVATED. PAYMENT BASED ON CONTRACTOR'S UNIT PRICE FOR "CULTIVATION". SILT FENCE-MACHINE SLICED: CONTRACTOR WILL USE MACHINE SPLICED SILT FENCE WITH WOOD POST OR STEEL, INSTALL ACCORDING MNDOT SPECIFICATIONS. CONTRACTOR IS ALSO RESPONSIBLE FOR MAINTAINING SILT FENCE UNTIL SITE IS STABILIZED AND REMOVAL OF SILT FENCE AFTER SITE IS STABILIZED. LOCATION AND AMOUNT MAY VARY FROM WHAT IS SHOWN ON THIS SHEET. DU CONSTRUCTION MANAGER WILL DETERMINE FINAL LOCATION AND QUANTITY. DU CONSTRUCTION MANAGER WILL MEASURE ACTUAL LENGTH OF SILT FENCE INSTALLED. PAYMENT BASED ON CONTRACTOR'S UNIT PRICE FOR "SILT FENCE-MACHINE SLICED". 12" SEDIMENT CONTROL LOG:CONTRACTOR WILL USE STRAW FILLED LOG, 12" BIOLOG OR APPROVED EQUAL BY DU CONSTRUCTION MANAGER, INSTALL ACCORDING MNDOTSPECIFICATIONS. 2" DEEP TRENCH SHALL BE DUG AND SEDIMENT CONTROL LOG BACKFILLED OVER THE EROSION CONTROL BLANKET. NETTING SHALL BE NATURAL. LOCATION AND AMOUNT MAY VARY FROM WHAT IS SHOWN ON THIS SHEET. DU CONSTRUCTION MANAGER WILL DETERMINE FINAL LOCATION AND QUANTITY. PAYMENT BASED ON CONTRACTOR'S UNIT PRICE FOR "12" SEDIMENT CONTROL LOG".MNDOT CATEGORY 4N EROSION CONTROL BLANKET: CONTRACTOR WILL USE MNDOT CATEGORY 4N EROSION CONTROL BLANKET, INSTALL ACCORDING TO MNDOT SPECIFICATIONS. NETTING SHALL BE NATURAL. EROSION CONTROL BLANKET SHALL BE INSTALLED ON UPSTRAM FACE OF EMBANKMENT, ENTIRE ROAD RAISE INSLOPES TWO ROLLS WIDE ON TILE BREAKS NEAR EXISTING OR RESTORED WETLANDS, CHANNEL AND SPILLWAY BOTTOMS. LOCATION AND AMOUNT MAY VARY FROM WHAT IS SHOWN ON THIS SHEET. DU CONSTRUCTION MANAGER WILL DETERMINE FINAL LOCATION AND QUANTITY. PAYMENT BASED ON CONTRACTOR'S UNIT PRICE FOR "MNDOT CATEGORY 4N EROSION CONTROL BLANKET". SEEDING: DUCKS UNLIMITED OR MNDNR WILL SEED DISTURBED AREAS INCLUDING EMBANKMENTS, BORROW AREAS, DISPOSAL AREAS, CHANNELS, SPILLWAY, PIPELINE ROUTES, SEDIMENT REMOVAL AREAS, TILE BREAKS, HAUL ROADS, STAGING AREAS AND ALL OTHER AREAS DETERMINED BY DU CONSTRUCTION MANAGER. REGREEN (http://rainierseeds.com/specialty-products/regreen) OR OTHER STERILE COVER CROP SEEDED AT 20 LBS/AC SHALL USED. NATIVES WILL ALSO BE SEEDED BY DU OR MNDNR. MULCHING: CONTRACTOR WILL MULCH DISTURBED AREAS INCLUDING REMAINING EMBANKMENTS, BORROW AREAS, DISPOSAL AREAS, CHANNELS, SPILLWAY, PIPELINE ROUTES, TILE BREAKS, HAUL ROADS, STAGING AREAS AND ALL OTHER AREAS DETERMINED BY DU CONSTRUCTION MANAGER. CONTRACTOR SHALL SUPPLY CLEAN, AIR DRIED, GRAIN STRAW FREE OF NOXIOUS WEEDS, @ 2.0 TONS/AC. APPLY MULCH AND IMMEDIATELY DISK ANCHOR. DU CONSTRUCTION MANAGER WILL MEASURE ACTUAL AREAS MULCHED. PAYMENT BASED ON CONTRACTOR'S UNIT PRICE FOR "MULCHING". DISK ANCHORING: CONTRACTOR WILL DISK ANCHOR ALL MULCHED AREAS. DU CONSTRUCTION MANAGER WILL MEASURE ACTUAL AREAS DISK ANCHORING. PAYMENT BASED ON CONTRACTOR'S UNIT PRICE FOR "DISK ANCHORING". TREATED POST: CONTRACTOR SHALL OBTAIN AND INSTALL 8" TREATED POST THAT ARE SUITABLE FOR GROUND CONTACT. 8' POST SHALL BE DRIVEN OR AUGURED INTOTHE GROUND 4'. PAYMENT BASED ON CONTRACTOR'S UNIT PRICE FOR "8" TREATED POST-8' LONG"
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GOEHLE TRACT RESTORATION
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9-21-2018
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Lincoln County, Minnesota (MN081)Map Unit
SymbolMap Unit Name Acres in
AOIPercentof AOI
J1A Parnell silty clay loam,depressional, 0 to 1 percent
slopes
3.2 2.10%
J17A Quam silty clay loam,depressional, 0 to 1 percent
slopes
5 3.20%
J32A Bigstone silty clay loam,depressional, 0 to 1 percent
slopes
1.3 0.80%
J48A Southam silty clay loam, 0 to 1percent slopes
0 0.00%
J96C2 Barnes-Buse complex, 6 to 12percent slopes, moderately
eroded
0.8 0.50%
J97B Singsaas-Oak Lake complex, 1 to6 percent slopes
88.3 57.50%
J98A Parnell silty clay loam, 0 to 2percent slopes
29.5 19.20%
J102A Oak Lake silty clay loam, 1 to 3percent slopes
12.3 8.00%
J103A Winger silty clay loam, 0 to 2percent slopes
13.2 8.60%
Totals for Area of Interest 153.7 100.00%
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INC.
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UNLIMITED
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DUCKS
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GREAT PLAINS REGIONAL OFFICE
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PROJECT NO.
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BMP DETAILS
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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. Aaron M. Weinandt, P.E. Date Date for Ducks Unlimited, Inc. License No. 52638
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10 MIL PLASTIC LINING
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TWO-STACKED 2"x12" ROUGH WOOD FRAME
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STAKE (TYP)
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10 MIL PLASTIC LINING
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WOOD FRAME SECURELY FASTENED AROUND ENTIRE PERIMETER WITH TWO STAKES
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A
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SECTION A-A
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CONCRETE WASHOUT PLAN VIEW
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NOTES 1. ACTUAL LAYOUT SHALL BE ACTUAL LAYOUT SHALL BE DETERMINED IN THE FIELD. 2. THE CONCRETE WASHOUT SIGN THE CONCRETE WASHOUT SIGN SHALL BE INSTALLED WITHIN 30 FT. OF THE TEMPORARY CONCRETE WASHOUT FACILITY.
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TYPE - ABOVE GRADE
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CONCRETE WASHOUT
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PLYWOOD, 24"x48" PAINTED WHITE
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BLACK LETTERS, 6" HEIGHT
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12" LAG SCREWS
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2"x4"x8' WOOD POST
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CONCRETE WASHOUT SIGN DETAIL (OR EQUIVALENT)
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ROLL JOINT
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FENCE POSTS DRIVEN INTO
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GROUND 18" MIN.
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ROLL JOINTS
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SILT FENCE
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SILT FENCE
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FABRIC TO BE WRAPPED
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AROUND FENCE POST.
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%%USILT FENCE DETAIL
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SILT FENCE NOTES: WOOD POST SHALL BE A MINIMUM OF 1 " x 1 ". STEEL POST ARE ALSO ACCEPTED 12" x 1 ". STEEL POST ARE ALSO ACCEPTED 12". STEEL POST ARE ALSO ACCEPTED CONSTRUCT SILT FENCE FROM A CONTINUOUS ROLL IS POSSIBLE BY CUTTING LENGTHS TO AVOID JOINTS. IF A JOINT IS NECESSARY, USE THE DETAIL SHOWN OR OTHER APPROVED METHOD. PREFABRICATED SILT FENCE WILL NOT BE EXCEPTED.
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GEOTEXTILE FILTER FABRIC FASTENED ON UPHILL SIDE, TOWARDS EARTH DISTURBANCE.
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COMPACT THE DISTURBED SLICE NEXT TO THE GEOTEXTILE BY DRIVING OVER IT WITH EQUIPMENT
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UNDISTURBED VEGETATION
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MACHINE SLICED SILT FENCE 8"-12" DEPTH
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PLACE MNDOT CATEGORY 4N EROSION CONTROL BLANKET PRIOR TO PLACEMENT OF SEDIMENT CONTROL LOG
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MN DOT CATEGORY 4N EROSION CONTROL BLANKET (MnDOT SPEC. 3885)
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4"X4" TRENCH BACKFILLED OVER EROSION CONTROL BLANKET (MnDOT SPEC. 3885)
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STRAW OR WOOD FIBER SEDIMENT CONTROL LOG (DIA. AS DETAILED IN THE PLANS)
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2"X2"X18" LONG WOODEN STAKES AT 2'-0" SPACING. DRIVE THROUGH NETTING AND FIBER ROLL.
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8", 11 GA. STAPLES SPACED 1'-0" ON CENTER
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NOTE: POINT "A" MUST BE HIGHER THAN POINT "B" TO ENSURE THAT WATER FLOWS OVER THE DIKE AND NOT AROUND THE ENDS.
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POINT "A"
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POINT "B"
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FLOW
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%%USEDIMENT CONTROL LOG DETAIL
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NOT TO SCALE
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SEDIMENT CONTROL LOG SHALL BE TRENCHED IN AND BACK FILLED ON THE UPSTREAM SIDE MINIMUM 2". BACK FILL SHALL BE PLACED OVER TOP OF EROSION CONTROL BLANKET.
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GOEHLE TRACT RESTORATION
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9-21-2018
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© 2018 Microsoft Corporation © 2018 DigitalGlobe ©CNES (2018) Distribution Airbus DS © 2018 HERE
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INC.
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UNLIMITED
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DUCKS
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GREAT PLAINS REGIONAL OFFICE
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PROJECT NO.
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MN-504-3
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SWPPP
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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. Aaron M. Weinandt, P.E. Date Date for Ducks Unlimited, Inc. License No. 52638
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STORM WATER POLLUTION PREVENTION PLAN THE MINNESOTA GENERAL PERMIT AUTHORIZATION TO DISCHARGE STORMWATER ASSOCIATED WITH CONSTRUCTION ACTIVITY ISSUED ON AUGUST 1, 2013 SHALL APPLY FOR THIS PROJECT. ABBREVIATIONS MNDNR: MINNESOTA DEPARTMENT OF NATURAL RESOURCES FWS: UNITED STATES FISH & WILDLIFE SERVICE UNITED STATES FISH & WILDLIFE SERVICE MPCA: MINNESOTA POLLUTION CONTROL AGENCY NARRATIVE PROJECT LIMITS: SEE THESE PLANS FOR THE PROJECT LIMITS. SHEETS INCLUDE DETAILS ON SEDIMENT REMOVAL, TILE BREAKS AND REROUTES, EMBANKMENTS, WATER CONTROL STRUCTURE, CHANNELS, SPILLWAYS AND SEDIMENT CONTROL MEASURE. SITE DESCRIPTION PROJECT DESCRIPTION: THE PURPOSE OF THE PROJECT IS TO REMOVE AND REROUTE TILE, CONSTRUCT EMBANKMENTS, FILL DITCHES, AND REMOVE SEDIMENT IN WETLAND AREAS FOR THE PURPOSE OF RESTORING WETLANDS ON TYLER/DISCORS WMA-GOEHLE TRACT. SITE MAP(S): SEE MAP ON SHEETS 3 OF PLANS. MAJOR SOIL DISTURBING ACTIVITIES (CHECK ALL THAT APPLY): X CLEARING & GRUBBING CLEARING & GRUBBING X GRADING & SHAPING GRADING & SHAPING X CUTTING & FILLING CUTTING & FILLING OTHER (DESCRIBE): OTHER (DESCRIBE): TOTAL PROJECT AREA: 149 ACRES TOTAL AREA TO BE DISTURBED: 30 ACRES EXISTING IMPERVIOUS AREA: 0.0 ACRES PROPOSED IMPERVIOUS AREA: 0.0 ACRES NAME OF RECEIVING WATER BODY/BODIES: TO BE RESTORED WETLANDS ON THE GOEHLE TRACT TO UNNAMED BASIN (41-0005-00) TO NORTH SWAN LALE (41-0004-00) TO SOUTH SWAN LAKE (41-0010-00) DISCHARGES TO SPECIAL OR IMPAIRED WATERS: THE PROJECT DOES NOT HAVE A DISCHARGE POINT WITHIN 1 MILE OF A SPECIAL WATER OR A WATER THAT IS IMPAIRED FOR SEDIMENT OR A SEDIMENT RELATED PARAMETER OF THE PERMIT. DISCHARGES TO CALCAREOUS FEN: THE PROJECT DOES NOT HAVE A DISCHARGE TO A CALCAREOUS FEN. ENDANGERED OR THREATENED SPECIES: THE PROJECT AREA HAS NOT BEEN IDENTIFIED FOR ENDANGERED OR THREATENED SPECIES. HISTORIC PLACES OR ARCHEOLOGICAL SITES: THE PROJECT AREA DOES NOT HAVE SIGNS OF ARCHEOLOGICAL RESOURCES AS REVIEWED BY MIKE MAGNER, MNDNR. QUANTITIES TABULATION FOR ALL BMPS: SEE ESTIMATED QUANTITIES AND CONSTRUCTION NOTES IN PLANS.
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ORDER OF CONSTRUCTION ACTIVITIES (STABILIZATION MEASURES SHALL BE INITIATED AS SOON AS POSSIBLE, BUT IN NO CASE LATER THAN 14 DAYS AFTER THE CONSTRUCTION ACTIVITY IN THAT PORTION OF THE SITE HAS TEMPORARILY OR PERMANENTLY CEASED.) INSTALL EROSION AND SEDIMENT CONTROL MEASURES. PROCEED WITH SITE GRADING AND CONSTRUCTION ACTIVITIES. STABILIZE AREAS DISTURBED BY CONSTRUCTION ACTIVITIES WITH TEMPORARY EROSION AND SEDIMENT CONTROL MEASURES. COMPLETE FINAL GRADING. COMPLETE PERMANENT EROSION AND SEDIMENT CONTROL MEASURES. LOCATION OF SWPPP REQUIREMENTS IN PROJECT PLAN SEE SHEETS 2, 16 AND 17 FOR EROSION CONTROL MEASURES AND NOTES. EROSION AND SEDIMENT CONTROLS (CHECK ALL THAT APPLY) STABILIZATION PRACTICES (SEE EROSION AND SEDIMENT CONTROL DETAILS IN PLAN SHEETS) X TEMPORARY OR PERMANENT SEEDING TEMPORARY OR PERMANENT SEEDING SOD PLACEMENT SOD PLACEMENT PLANTING PLANTING X MULCHING (STRAW OR CELLULOSE FIBER) MULCHING (STRAW OR CELLULOSE FIBER) X EROSION CONTROL BLANKETS OR MATS EROSION CONTROL BLANKETS OR MATS X VEGETATION BUFFER STRIPS VEGETATION BUFFER STRIPS X ROUGHENED SURFACE (E.G. TRACKING) ROUGHENED SURFACE (E.G. TRACKING) GABIONS-GABION MATTRESS GABIONS-GABION MATTRESS X OTHER: RIP RAP OTHER: RIP RAP STRUCTURAL TEMPORARY EROSION AND SEDIMENT CONTROLS X SILT FENCE SILT FENCE X TEMPORARY BERM TEMPORARY BERM TEMPORARY SLOPE DRAIN TEMPORARY SLOPE DRAIN X STRAW WATTLES OR ROLLS STRAW WATTLES OR ROLLS DIVERSION CHANNELS/SWALES DIVERSION CHANNELS/SWALES CHANNEL LINERS (TRM) CHANNEL LINERS (TRM) X STONE RIP RAP STONE RIP RAP ROCK CHECK DAMS ROCK CHECK DAMS SEDIMENT TRAPS/BASINS SEDIMENT TRAPS/BASINS X INLET PROTECTION INLET PROTECTION X OUTLET PROTECTION OUTLET PROTECTION SURFACE INLET PROTECTION SURFACE INLET PROTECTION CURB INLET PROTECTION CURB INLET PROTECTION STABILIZED CONSTRUCTION ENTRANCES STABILIZED CONSTRUCTION ENTRANCES OTHER OTHER WETLAND AVOIDANCE: WILL CONSTRUCTION AND/OR EROSION AND SEDIMENT CONTROLS IMPINGE ON REGULATED WETLANDS? YES X NO YES X NO YES X NO X NO NO IF YES, THE PROJECT AND EROSION AND SEDIMENT CONTROL IMPACTS HAVE BEEN INCLUDED IN THE TOTAL PROJECT WETLAND IMPACTS AND HAVE BEEN INCLUDED IN THE 404 PERMIT PROCESS WITH THE USACE. STORM WATER MANAGEMENT: STORM WATER MANAGEMENT WILL BE HANDLED BY TEMPORARY CONTROLS OUTLINED IN "EROSION AND SEDIMENT CONTROLS" ABOVE, AND ANY PERMANENT CONTROLS NEEDED TO MEET PERMANENT STORM WATER MANAGEMENT NEEDS IN THE POST CONSTRUCTION PERIOD.
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SPILL NOTIFICATION IN THE EVENT OF A SPILL, THE CONTRACTOR'S SITE SUPERINTENDENT WILL MAKE THE APPROPRIATE NOTIFICIATON(S), CONSISTENT WITH THE FOLLOWING PROCEDURES: 1. A REPORTABLE SPILL IS A QUANTITY OF MORE THAN 5 GALLONS OF PETROLEUM A REPORTABLE SPILL IS A QUANTITY OF MORE THAN 5 GALLONS OF PETROLEUM WHICH MUST BE REPORTED IMMEDIATELY TO THE MPCA. 2. ANY SPILL OF OIL OR HAZARDOUS SUBSTANCE TO WATERS OF THE STATE MUST BE ANY SPILL OF OIL OR HAZARDOUS SUBSTANCE TO WATERS OF THE STATE MUST BE REPORTED IMMEDIATELY BY TELEPHONE TO THE MPCA. 3. MPCA CONTACT FOR ENVIRONMENTAL EMERGENCIES: 24 HOUR (651) 649-5451 MPCA CONTACT FOR ENVIRONMENTAL EMERGENCIES: 24 HOUR (651) 649-5451 OR (800) 422-0798 CONSTRUCTION CHANGES WHEN CHANGES ARE MADE TO THE CONSTRUCTION PROJECT THAT WILL REQUIRE ALTERATIONS IN THE TEMPORARY EROSION CONTROLS OF THE SITE, THE STORM WATER POLLUTION PREVENTION PLAN (SWPPP) WILL BE AMENDED TO PROVIDE APPROPRIATE PROTECTION TO DISTURBED AREAS, ALL STORM WATER STRUCTURES, AND ADJACENT WATERS. THE SWPPP WILL BE RETAINED IN A DESIGNATED PLACE FOR REVIEW OVER THE COURSE OF THE PROJECT.
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PROJECT CONTACTS AND RESPONSIBILITIES THE CONTRACTOR IS RESPONSIBLE FOR COSIGNING AND BEING FAMILIAR WITH THE MPCA GENERAL PERMIT FOR STORM WATER DISCHARGES ASSOCIATED WITH A CONSTRUCTION SITE. WHEN A CONFLICT ARISES BETWEEN THE PERMIT AND THIS PLAN SHEET, THE PERMIT SHALL GOVERN. THE CONTRACTOR IS RESPONSIBLE FOR IMPLEMENTATION OF THE SWPPP AND INSTALLATION, INSPECTION AND MAINTENANCE OF THE EROSION PREVENTION AND SEDIMENT CONTROL BMP'S BEFORE AND DURING CONSTRUCTION. THE MINNESOTA DEPARTMENT OF NATURAL RESOURCES SLAYTON OFFICE, IS RESPONSIBLE FOR LONG TERM OPERATION AND MAINTENANCE OF THE PERMANENT STORM WATER MANAGEMENT SYSTEM. THE CONTRACTOR AND MNDNR CONTACT INFORMATION IS PROVIDED IN THE CONTRACT DOCUMENTS AND PROJECT PLANS. AARON M. WEINANDT, P.E., REGIONAL ENGINEER FOR DUCKS UNLIMITED, INC. PREPARED THE SWPPP. HE SUCCESSFULLY COMPLETED THE "DESIGN OF STORM WATER POLLUTION PREVENTION PLANS" TRAINING COURSE SPONSORED BY THE UNIVERSITY OF MINNESOTA JAN, 16TH AND 17 2018, ST. CLOUD, MN, HIS CERTIFICATION EXPIRES JAN, 2021. THE CONTRACTOR WILL BE REQUIRED TO HAVE A PERSON DESIGNATED AND ON THE PROJECT SITE WHO HAS BEEN TRAINED AND CERTIFIED AS EITHER AN EROSION/ SEDIMENT CONTROL INSPECTOR/INSTALLER OR IN EROSION/SEDIMENT CONTROL SITE MANAGEMENT.
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MAINTENANCE AND INSPECTION MAINTENANCE AND INSPECTION PRACTICES INSPECTIONS WILL BE CONDUCTED AT LEAST ONE TIME PER WEEK AND AFTER A STORM EVENT OF 0.50 INCHES OR GREATER. ALL CONTROLS WILL BE MAINTAINED IN GOOD WORKING ORDER. NECESSARY REPAIRS WILL BE INITIATED WITHIN 24 HOURS OF THE SITE INSPECTION REPORT OR AS SOON AS FIELD CONDITIONS ALLOW ACCESS. WHERE WORK HAS BEEN SUSPENDED DUE TO FROZEN GROUND CONDITIONS, THE REQUIRED INSPECTIONS AND MAINTENANCE MUST TAKE PLACE AS SOON AS RUNOFF OCCURS AT THE SITE OR PRIOR TO RESUMING CONSTRUCTION, WHICHEVER COMES FIRST. WHERE PARTS OF THE CONSTRUCTION SITE HAVE UNDERGONE FINAL STABILIZATION, BUT WORK REMAINS ON OTHER PARTS OF THE SITE, INSPECTIONS OF THE STABILIZED AREAS MAY BE REDUCED TO ONCE PER MONTH. SILT FENCE WILL BE INSPECTED FOR DEPTH OF SEDIMENT AND FOR TEARS IN ORDER TO ENSURE THE FABRIC IS SECURELY ANCHORED. SEDIMENT BUILDUP WILL BE REMOVED FROM THE SILT FENCE WHEN IT REACHES OF THE HEIGHT OF THE SILT FENCE. ALL 13 OF THE HEIGHT OF THE SILT FENCE. ALL SILT FENCES MUST BE REPAIRED, REPLACED, OR SUPPLEMENTED WHEN THEY BECOME NONFUNCTIONAL OR THE SEDIMENT REACHES OF THE HEIGHT OF THE 13 OF THE HEIGHT OF THE FENCE. SEDIMENT BASINS AND TRAPS WILL BE CHECKED. SEDIMENT WILL BE REMOVED WHEN THE DEPTH REACHES APPROXIMATELY 50 PERCENT OF THE STRUCTURE'S CAPACITY. CHECK DAMS WILL BE INSPECTED FOR STABILITY. SEDIMENT WILL BE REMOVED WHEN THE DEPTH REACHES THE HEIGHT OF THE DAM. 12 THE HEIGHT OF THE DAM. ALL SEEDED AREAS WILL BE CHECKED FOR BARE SPOTS, WASHOUTS, AND VIGOROUS GROWTH FREE OF SIGNIFICANT WEED INFESTATIONS. SURFACE WATERS, INCLUDING DRAINAGE DITCHES AND CONVEYANCE SYSTEMS, MUST BE INSPECTED FOR EVIDENCE OF SEDIMENT BEING DEPOSITED BY EROSION. CONSTRUCTION SITE VEHICLE EXIT LOCATIONS MUST BE INSPECTED FOR EVIDENCE OF OFF-SITE SEDIMENT TRACKING ONTO PAVED SURFACES. TRACKED SEDIMENT MUST BE REMOVED FROM ALL OFF-SITE PAVED SURFACES WITHIN 24 HOURS OF DISCOVERY. DISTURBED AREAS WILL BE CHECKED FOR STABILIZATION. STABILIZATION MEASURES SHALL BE INITIATED AS SOON AS CONSTRUCTION ACTIVITY IN THAT PORTION OF THE SITE HAS TEMPORARILY OR PERMANENTLY CEASED. THE NORMAL WETTED PERIMETER OF ANY TEMPORARY OR PERMANENT DRAINAGE DITCH OR SWALE THAT DRAINS WATER FROM ANY PORTION OF THE CONSTRUCTION SITE, OR DIVERTS WATER AROUND THE SITE, MUST BE STABILIZED WITHIN 200 LINEAL FEET FROM THE PROPERTY EDGE, OR FROM THE POINT OF DISCHARGE INTO ANY SURFACE WATER. STABILIZATION OF THE LAST 200 LINEAL FEET MUST BE COMPLETED WITHIN 24 HOURS AFTER CONNECTION TO A SURFACE WATER. STABILIZATION OF THE REMAINING PORTIONS OF ANY TEMPORARY OR PERMANENT DITCHES OR SWALES MUST BE COMPLETED WITHIN 14 DAYS AFTER CONNECTING TO A SURFACE WATER AND CONSTRUCTION IN THAT SURFACE WATER AND CONSTRUCTION IN THAT PORTION OF THE DITCH HAS TEMPORARILY OR PERMANENTLY CEASED. TEMPORARY OR PERMANENT DITCHES OR SWALES THAT ARE BEING USED AS A SEDIMENT CONTAINMENT SYSTEM (WITH PROPERLY DESIGNED ROCK DITCH CHECKS, BIO ROLLS, SILT DIKES, ETC.) DO NOT NEED TO BE STABILIZED. THESE AREAS MUST BE STABILIZED WITHIN 24 HOURS AFTER NO LONGER BEING USED AS A SEDIMENT CONTAINMENT SYSTEM. PIPE OUTLETS MUST BE PROVIDED WITH TEMPORARY OR PERMANENT ENERGY DISSIPATION WITHIN 24 HOURS AFTER CONNECTION TO A SURFACE WATER. DISCHARGE PROCEDURES FOR WATER CONTROL AND DEWATERING OPERATIONS WILL BE INSPECTED. IF THE WATER CANNOT BE DISCHARGED TO A SEDIMENTATION BASIN PRIOR TO ENTERING THE SURFACE WATER, IT MUST BE TREATED WITH THE APPROPRIATE BMPS, SUCH THAT THE DISCHARGE DOES NOT ADVERSELY AFFECT THE RECEIVING WATER OR DOWNSTREAM LANDOWNERS. INSPECTION AND MAINTENANCE REPORTS WILL BE COMPLETED FOR EACH SITE INSPECTION, THIS FORM WILL ALSO BE USED TO DOCUMENT CHANGES TO THE SWPPP. THE REPORT SHALL INCLUDE THE DATE AND AMOUNT OF RAINFALL EVENTS GREATER THAN 0.5 INCH IN 24 HOURS. A COPY OF THE COMPLETED INSPECTION FORM WILL BE FILED WITH THE SWPPP DOCUMENTS. THE CONTRACTOR'S SITE SUPERINTENDENT IS RESPONSIBLE FOR INSPECTION. MAINTENANCE AND REPAIR ACTIVITIES ARE THE RESPONSIBILITY OF THE CONTRACTOR.
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POLLUTION PREVENTION MANAGEMENT MEASURES SOLID WASTES COLLECTED SEDIMENT, ASPHALT, AND CONCRETE MILLINGS, FLOATING DEBRIS, PAPER, PLASTIC, FABRIC, CONSTRUCTION AND DEMOLITION DEBRIS AND OTHER WASTES MUST BE DISPOSED OF PROPERLY AND MUST COMPLY WITH THE MPCA DISPOSAL REQUIREMENTS. HAZARDOUS MATERIALS OIL, GASOLINE, PAINT AND ANY HAZARDOUS SUBSTANCES MUST BE PROPERLY STORED, INCLUDING SECONDARY CONTAINMENT, TO PREVENT SPILLS, LEAKS OR OTHERDISCHARGE. RESTRICTED ACCESS TO STORAGE AREAS MUST BE PROVIDED TO PREVENT VANDALISM. STORAGE AND DISPOSAL OF HAZARDOUS WASTE MUST BE IN COMPLIANCE WITH MPCA REGULATIONS. VEHICLE WASHING EXTERNAL WASHING OF TRUCKS AND OTHER CONSTRUCTION VEHICLES MUST BE LIMITED TO A VEHICLES MUST BE LIMITED TO A DEFINED AREA OF THE SITE. RUNOFF MUST BE CONTAINED AND WASTE PROPERLY DISPOSED OF. NO ENGINE DISPOSED OF. NO ENGINE DEGREASING IS ALLOWED ON SITE. CONCRETE WASHOUT ONSITE ALL LIQUID AND SOLID WASTES GENERATED BY CONCRETE WASHOUT OPERATION MUST BE CONTAINED IN A LEAK-PROOF CONTAINMENT FACILITY OR IMPERMEABLE LINER. A COMPACTED CLAY LINER THAT DOES NOT ALLOW WASHOUT LIQUIDS TO ENTER GROUND WATER IS CONSIDERED AN IMPERMEABLE LINER. THE LIQUID AND SOLID WASTES MUST NOT CONTACT THE GROUND, AND THERE MUST NOT BE RUNOFF FROM THE CONCRETE WASHOUT OPERATION OR AREAS. LIQUID AND SOLID WASTES MUST BE DISPOSED OF PROPERLY AND IN COMPLIANCE WITH MPCA REGULATIONS. A SIGN MUST BE INSTALLED ADJACENT TO EACH WASHOUT FACILITY TO INFORM CONCRETE EQUIPMENT OPERATORS TO UTILIZE THE PROPER FACILITIES.
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ACQUISITION BOUNDARY
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RESTORED WETLANDS
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BASIN (41-0005-00)
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NORTH SWAN LAKE (41-0004-00)
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SOUTH SWAN LAKE (41-0010-00)
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GOEHLE TRACT RESTORATIONS
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9-21-2018
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9/21/2018