ുRDED AND THE PLANS SHOULD BE CONSIDERED NOT TO … Lake WMA-Ward Lake/Plans11x17.pdfAaron M....
11
ുRDED AND THE PLANS SHOULD BE CONSIDERED NOT TO … Lake WMA-Ward Lake/Plans11x17.pdfAaron M. Weinandt, P.E. Date Date for Ducks Unli對mited, Inc. License No. 52638 UTILITIES NOTE
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
AutoCAD SHX Text
IN COOPERATION WITH
AutoCAD SHX Text
SIBLEY COUNTY, MN
AutoCAD SHX Text
SECTIONS 4 TOWNSHIP 113N, RANGE 30W
AutoCAD SHX Text
DUCKS UNLIMITED
AutoCAD SHX Text
DUCKS UNLIMITED, INC.
AutoCAD SHX Text
SITE PLAN
AutoCAD SHX Text
3
AutoCAD SHX Text
2
AutoCAD SHX Text
1
AutoCAD SHX Text
ESTIMATED QUANTITIES AND CONSTRUCTION NOTES
AutoCAD SHX Text
COVER SHEET
AutoCAD SHX Text
%%UPLAN INDEX
AutoCAD SHX Text
NOT TO SCALE
AutoCAD SHX Text
%%ULOCATION MAP
AutoCAD SHX Text
NOT TO SCALE
AutoCAD SHX Text
%%UVICINITY MAP
AutoCAD SHX Text
WARD LAKE WMA-WARD LAKE
AutoCAD SHX Text
PROJECT LOCATION
AutoCAD SHX Text
%%UMINNESOTA
AutoCAD SHX Text
4
AutoCAD SHX Text
CHANNELS PLAN/PROFILE, DETAILS AND NOTES
AutoCAD SHX Text
MAP POINT " " IS LOCATED @ INTERSECTION OF COUNTY HWY 17 AND COUNTY HWY 7 LOCATED IN FERNANDO, MN TO SITE FROM MAP POINT: HEAD SOUTH ON COUNTY HWY 7 2.0± MILES TO 226TH STREET, HEAD EAST ON 226TH STREET 0.75 MILES TO 583RD AVE.HEAD NORTH ON 583RD AVE 0.5 MILES TO 220TH STREET. HEAD WEST ON 220TH STEET 0.25±MILES TO ACCESS POINT ON SOUTH SIDE OF GRAVEL ROAD. ACCESS POINT LOCATION ISLAT: 44° 37' 48.09" LONG: 94° 26' 41.58"
AutoCAD SHX Text
MN DNR AREA MANAGER
AutoCAD SHX Text
TIM KOPPELMAN
AutoCAD SHX Text
%%UPROJECT CONTACTS:
AutoCAD SHX Text
507-225-3572 OFFICE
AutoCAD SHX Text
EMBANKMENT/STRUCURE PLAN/PROFILE , DETAILS AND NOTES
AutoCAD SHX Text
5
AutoCAD SHX Text
6
AutoCAD SHX Text
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."
AutoCAD SHX Text
SHEET PILE DETAILS
AutoCAD SHX Text
701-595-1224
AutoCAD SHX Text
DU - ELBOW LAKE, MN
AutoCAD SHX Text
AARON M. WEINANDT, P.E.
AutoCAD SHX Text
SHEET PILE DETAILS #2
AutoCAD SHX Text
8
AutoCAD SHX Text
CALKWALK DETAIL
AutoCAD SHX Text
10
AutoCAD SHX Text
7
AutoCAD SHX Text
N
AutoCAD SHX Text
C
AutoCAD SHX Text
N
AutoCAD SHX Text
C
AutoCAD SHX Text
MINNESOTA DEPARTMENT OF NATURAL RESOURCES
AutoCAD SHX Text
PLAN VIEW EROSION CONTROL AND LOCKING TUBE DETAILS
AutoCAD SHX Text
11
AutoCAD SHX Text
AMW
AutoCAD SHX Text
STORM WATER POLLUTION PREVENTION PLAN
AutoCAD SHX Text
WARD LAKE
AutoCAD SHX Text
REMOVE EXISTING WEIR AND INSTALL NEW WATER CONTROL STRUCTURE.
AutoCAD SHX Text
FERNANDO, MN
AutoCAD SHX Text
PROJECT SITE
AutoCAD SHX Text
EXCAVATE INLET CHANNEL
AutoCAD SHX Text
10th STREET
AutoCAD SHX Text
220th STREET
AutoCAD SHX Text
220th STREET
AutoCAD SHX Text
WARD LAKE
AutoCAD SHX Text
KUJAS LAKE
AutoCAD SHX Text
COUNTY HWY 7
AutoCAD SHX Text
WMA BOUNDARY
AutoCAD SHX Text
WMA PARKING AREA
AutoCAD SHX Text
CTY HWY 17
AutoCAD SHX Text
UNDERWOOD AVE
AutoCAD SHX Text
TAGUS AVE
AutoCAD SHX Text
CTY HWY 57
AutoCAD SHX Text
226th STREET
AutoCAD SHX Text
583rd AVE
AutoCAD SHX Text
DESIGNATED BORROW AREA.
AutoCAD SHX Text
DESIGNATED SPOIL AREA
AutoCAD SHX Text
9
AutoCAD SHX Text
FISH FINGER DETAIL
AutoCAD SHX Text
2/18/2019
This material, data and information in these plans is the property of Ducks Unlimited, Inc.It may not be used or reproduced for any purpose without the prior written consent of anauthorized agent of Ducks Unlimited, Inc. Ducks Unlimited, Inc. makes no representationor warranty of any kind regarding this material, data and information, including, but notlimited to, the accuracy of the material, data and information or its suitability for anypurpose. All use of the material, data and information is at the users sole risk. By usingany of this material, data and information, user agrees that Ducks Unlimited, Inc. is notresponsible for their use of the material, data and information or the results thereof.
RIPRAP SUPPLY SOURCE SHALL BE IDENTIFIED FOR INSPECTION BY THE MNDNR FOR INVASIVE SPECIES PRIOR TOTRANSPORTING ONSITE.
EROSION CONTROL MEASURESSHALL BE INSTALLED CONCURRENTLY OR WITHIN 24 HOURS AFTER THE START OF WORK AND WILL BE MAINTAINED FORTHE DURATION OF THE PROJECT.
24 TEMPORARY ROCK CHECK 1 L.S.25 STORMWATER PERMIT 1 L.S.
10 402 XXX SEEDING AND MULCHING XXX XXX26 SEEDING 2.2 AC.27 MULCHING 2.2 AC.28 DISK ANCORING 2.2 AC.
AutoCAD SHX Text
INC.
AutoCAD SHX Text
UNLIMITED
AutoCAD SHX Text
DUCKS
AutoCAD SHX Text
GREAT PLAINS REGIONAL OFFICE
AutoCAD SHX Text
PROJECT NO.
AutoCAD SHX Text
DATE:
AutoCAD SHX Text
SHEET NO.
AutoCAD SHX Text
APPROVED BY:
AutoCAD SHX Text
APPROVED BY:
AutoCAD SHX Text
CHECKED BY:
AutoCAD SHX Text
SURVEYED BY:
AutoCAD SHX Text
DRAWN BY:
AutoCAD SHX Text
DESIGNED BY:
AutoCAD SHX Text
2
AutoCAD SHX Text
.
AutoCAD SHX Text
.
AutoCAD SHX Text
MN-177-2
AutoCAD SHX Text
AMW
AutoCAD SHX Text
MLO
AutoCAD SHX Text
AMW
AutoCAD SHX Text
.
AutoCAD SHX Text
WARD LAKE WMA-WARD LAKE
AutoCAD SHX Text
ESTIMATED QUANTITIES AND
AutoCAD SHX Text
CONSTRUCTION NOTES
AutoCAD SHX Text
Number
AutoCAD SHX Text
Number
AutoCAD SHX Text
By
AutoCAD SHX Text
Date
AutoCAD SHX Text
Revisions
AutoCAD SHX Text
Sheet
AutoCAD SHX Text
Revision
AutoCAD SHX Text
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
AutoCAD SHX Text
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.
AutoCAD SHX Text
CONSTRUCTION NOTES: 1. BID ITEM FOR MOBILIZATION SHALL INCLUDE EQUIPMENT, LABOR AND ALL OTHER COST ASSOCIATED WITH TRANSPORTATION BID ITEM FOR MOBILIZATION SHALL INCLUDE EQUIPMENT, LABOR AND ALL OTHER COST ASSOCIATED WITH TRANSPORTATION OF ALL EQUIPMENT, LABOR, AND MATERIAL TO AND FROM PROJECT SITE TO SUCCESSFULLY COMPLETE THE PROJECT AS SHOWN ON THE 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 COST ASSOCIATED WITH STRIPPING BID ITEM FOR SITE PREPARATION SHALL INCLUDE EQUIPMENT, LABOR, AND ALL OTHER COST ASSOCIATED WITH STRIPPING 12" OF TOPSOIL UNDER EMBANKMENTS, BORROW AREAS AND AGGREGATE STAGING AREAS. SOIL BORING SHOW UNSUITABLE MATERIAL UNDER THE EMBANKMENT TO A DEPTH OF 4.5'. UNSUITABLE ORGANIC MATERIAL MUST BE REMOVED AS DIRECTED BY DUCKS UNLIMITED CONSTRUCTION MANAGER. IT IS ASSUMED THAT THIS DEPTH OF UNSUITABLE MATERIAL IS LIMITED TO A SMALL AREA IN WHERE THE DITCH SPOIL WAS PLACED. ANY ADDITIONAL SITE PREPARATION OVER 12" WILL BE CONSIDERED EXTRA WORK AND 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, 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. BIT ITEMS UNDER EXCAVATION SHALL INCLUDE EQUIPMENT, LABOR, MULTIPLE MOBILIZATIONS TO RETURN WHEN WATER BIT ITEMS UNDER EXCAVATION SHALL INCLUDE EQUIPMENT, LABOR, MULTIPLE MOBILIZATIONS TO RETURN WHEN WATER LEVELS HAVE LOWERED SUFFICIENT ENOUGH TO CONSTRUCT FULL INLET CHANNEL, AND ALL OTHER COST ASSOCIATED WITH EXCAVATION OF THE CHANNELS, HAULING SPOIL TO SPOIL AREA, AND LEVELING SPOIL AS DETAILED IN THESE PLANS. BID ITEMS FOR INLET AND OUTLET CHANNELS ARE BID SEPARATE, QUANTITY WILL BE BASED ON LINEAR FEET RATHER THAN CUBIC YARD. SEE ADDITIONAL NOTES ON SHEET 4. PAYMENT WILL BE MADE ON THE CONTRACTOR'S UNIT PRICE ON LINEAL FOOTAGE (L.F.) EXCAVATED. 4. BID ITEM FOR EMBANKMENT SHALL INCLUDE EQUIPMENT, LABOR, AND ALL OTHER COST ASSOCIATED WITH EXCAVATION, BID ITEM FOR EMBANKMENT SHALL INCLUDE EQUIPMENT, LABOR, AND ALL OTHER COST ASSOCIATED WITH EXCAVATION, HAULING, PLACING, COMPACTION, TRIMMING AND FINISHING, FILL MATERIAL TO CONSTRUCT EMBANKMENT. THE ESTIMATED QUANTITY'S INCLUDES 15% ESTIMATED SHRINKAGE. IF WATER IS REQUIRED TO OBTAIN THE SPECIFIED COMPACTION OF 95% OF THE STANDARD PROCTOR, IT WILL BE CONSIDERED INCIDENTAL TO THE EMBANKMENT BID ITEM. MATERIAL SHALL BE OBTAINED FROM THE DESIGNATED BORROW AREA AS SHOWN ON SHEETS 1, OR AS NOTED ON SHEET 5. PAYMENT IS BASED ON CUBIC YARD PLAN QUANTITY. THERE WILL BE NO ADJUSTMENT MADE FOR INCREASE OR DECREASE TO QUANTITY UNLESS ADDITIONAL SITE PREPARATION IS COMPLETED. PAYMENT WILL BE MADE ON THE CONTRACTOR'S UNIT PRICE ON CUBIC YARD-PLAN(C.Y.-P). 5. BID ITEMS UNDER RIPRAP DU CLASS II, III & IV SHALL INCLUDE EQUIPMENT, LABOR, RIPRAP, NON-WOLVEN GEOTEXTILE BID ITEMS UNDER RIPRAP DU CLASS II, III & IV SHALL INCLUDE EQUIPMENT, LABOR, RIPRAP, NON-WOLVEN GEOTEXTILE FABRIC AND ALL OTHER COST ASSOCIATED WITH EXACTION OF SUBGRADE, PURCHASE, HAULING, HANDLING AND PLACEMENT OF RIPRAP AS SHOWN ON THE PLANS. NON-WOVEN GEOTEXTILE FABRIC IS REQUIRED BENEATH ALL ROCK RIPRAP AND SHALL BE SECURED TO SLOPES AND BOTTOM USING PINS AS NOTED IN SPECIFICATION 305. CONTRACTOR SHALL PROVIDE SCALE TICKETS WITH WEIGHTS INCLUDING TARE WEIGHTS, GROSS WEIGHTS, AND NET WEIGHTS OF MATERIAL DELIVERED. CONTRACTOR WILL BE PAID FOR THE ACTUAL QUANTITY INSTALLED. PAYMENT WILL BE MADE ON THE CONTRACTOR'S UNIT PRICE ON TONS(TON). 6. BID ITEM FOR SHEET PILE MATERIALS SHALL INCLUDE ALL EQUIPMENT, LABOR, MATERIAL AND ALL OTHER COST ASSOCIATED BID ITEM FOR SHEET PILE MATERIALS SHALL INCLUDE ALL EQUIPMENT, LABOR, MATERIAL AND ALL OTHER COST ASSOCIATED WITH THE SUPPLY, DELIVERY AND HANDLING SHEET PILE AS SHOWN ON THE PLANS AND SPECIFICATIONS. SHEETING SHALL BE SZ-22 OR APPROVED EQUAL. MINIMUM THICKNESS 0.375" ( ") AND MINIMUM SECTION MODULUS 18.1IN . PAYMENT 38") AND MINIMUM SECTION MODULUS 18.1IN . PAYMENT 3. PAYMENT WILL BE MADE ON THE CONTRACTOR'S UNIT PRICE ON SQUARE FEET (S.F.). 7. BID ITEM FOR SHEET PILE INSTALLATION SHALL INCLUDE ALL EQUIPMENT, LABOR AND ALL OTHER COST ASSOCIATED WITH BID ITEM FOR SHEET PILE INSTALLATION SHALL INCLUDE ALL EQUIPMENT, LABOR AND ALL OTHER COST ASSOCIATED WITH THE LAYOUT, DRIVING, AND TRIMMING SHEET PILE AS SHOWN ON THE PLANS AND SPECIFICATIONS. SHEETING SHALL BE SZ-22 OR APPROVED EQUAL. MINIMUM THICKNESS 0.375" ( ") AND MINIMUM SECTION MODULUS 18.1IN . PAYMENT WILL 38") AND MINIMUM SECTION MODULUS 18.1IN . PAYMENT WILL 3. PAYMENT WILL BE MADE ON THE CONTRACTOR'S UNIT PRICE ON SQUARE FEET (S.F.). 8. BID ITEMS UNDER STRUCTURAL STEEL SHALL INCLUDE ALL EQUIPMENT, LABOR, SUPPLIES, AND ALL OTHER COST BID ITEMS UNDER STRUCTURAL STEEL SHALL INCLUDE ALL EQUIPMENT, LABOR, SUPPLIES, AND ALL OTHER COST ASSOCIATED WITH THE MATERIAL, FABRICATION, GALVANIZING(IF NEEDED), HANDLING, AND INSTALLATION LISTED FOR INDIVIDUAL LINE ITEMS LISTED UNDER THIS HEADING. ANY GALVANIZED ITEMS LISTED REQUIRING FIELD WELDING SHALL BE RE-PAINTED WITH A COLD GALVANIZED SPRAY. PAYMENT WILL BE MADE ON THE CONTRACTOR'S LUMP SUM (L.S.) PRICE FOR EACH ITEM. 9. BID ITEM FOR REMOVAL OF EXISTING STRUCTURES SHALL INCLUDE EQUIPMENT, LABOR, DISPOSAL, AND ALL OTHER COST BID ITEM FOR REMOVAL OF EXISTING STRUCTURES SHALL INCLUDE EQUIPMENT, LABOR, DISPOSAL, AND ALL OTHER COST ASSOCIATED WITH REMOVAL, HANDLING, HAULING, AND DISPOSAL OFF-SITE OF EXISTING SHEET PILE STRUCTURE AND SALVAGING, HANDLING, AND REPLACEMENT OF EXISTING RIPRAP AS SHOWN ON THE PLAN. PAYMENT WILL BE MADE ON THE CONTRACTOR'S LUMP SUM (L.S.) PRICE. 10. THE BID ITEMS UNDER SOIL EROSION AND POLLUTION CONTROL SHALL INCLUDE THE EQUIPMENT, LABOR MATERIALS AND THE BID ITEMS UNDER SOIL EROSION AND POLLUTION CONTROL SHALL INCLUDE THE EQUIPMENT, LABOR MATERIALS AND ALL OTHER COST ASSOCIATED WITH SUPPLY, DELIVERY, HANDLING, INSTALLATION AND MAINTENANCE OF 12" BIOLOG, MnDOTCATEGORY 3 EROSION CONTROL BLANKET-NATURAL NETTING, TEMPORARY ROCK CHECK DAM, AND STORMWATER PERMIT. EXACT LOCATION AND QUANTITY MAY VARY DEPENDING UPON ACTUAL SITE CONDITIONS. EROSION CONTROL MEASURES CONTRACTOR WILL BE PAID AT THE UNIT PRICE BID FOR THE ACTUAL QUANTITY INSTALLED. IT IS THE CONTRACTORS RESPONSIBILITY TO INSTALL, INSPECT AND MAINTAIN THE BEST MANAGEMENT PRACTICE MEASURES REQUIRED TO PREVENT SILT AND POLLUTION RUNOFF. IF ADDITIONAL ITEMS NOT LISTED ON THE UNIT PRICE TABLE ARE NEEDED, THOSE SHALL BE CONSIDERED EXTRA WORK. THE CONTRACTOR WILL ALSO BE REQUIRED TO OBTAIN THE STORMWATER PERMIT FOR CONSTRUCTION ACTIVITIES PRIOR TO THE START OF THE CONSTRUCTION. PAYMENT WILL BE STORMWATER PERMIT FOR CONSTRUCTION ACTIVITIES PRIOR TO THE START OF THE CONSTRUCTION. PAYMENT WILL BE MADE ON CONTRACTOR'S LUMP SUM (L.S.) PRICE AND UNIT PRICE ON LINEAL FEET (L.F.) AND SQUARE YARD (S.Y.). 11. BID ITEMS SEEDING AND MULCHING SHALL INCLUDE THE EQUIPMENT, LABOR, MATERIALS REQUIRED TO LEVEL AND PREPARE BID ITEMS SEEDING AND MULCHING SHALL INCLUDE THE EQUIPMENT, LABOR, MATERIALS REQUIRED TO LEVEL AND PREPARE TOPSOIL FOR SEEDING, SUPPLY SEED AND MULCH, SEEDING, MULCHING, AND DISK ANCHORING ALL DISTURBED AREAS. THE CONTRACTOR WILL BE REQUIRED TO OBTAIN THE SPECIFIED SEED MIXTURE SHOWN IN THESE PLANS. SEED AND INSTALLATION SHALL BE DONE ACCORDING TO MNDNR SPECIFICATIONS. MNDOT TYPE 1 MULCH SHALL BE APPLIED TO ALL MNDOT TYPE 1 MULCH SHALL BE APPLIED TO ALL AREAS SEEDED AND ALL MULCHED AREAS SHALL BE DISK ANCHORED. AS DIRECTED BY THE DU CONSTRUCTION MANAGER. PAYMENT WILL BE BASED ON CONTRACTOR'S ACRES (AC.) PRICE.
AutoCAD SHX Text
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.
EXISTING 48" RCPW INV. ELEV. 1031.37 E INV. ELEV. 1030.84
AutoCAD SHX Text
EXISTING 36" RCPW INV. ELEV. 1037.08 E INV. ELEV. 1036.92
AutoCAD SHX Text
EXISTING 10" CONCRETE TILEFLOW-LINE ELEV. 1035.45
AutoCAD SHX Text
EXISTING 8" PVC TILE TOPELEV. 1038.11
AutoCAD SHX Text
EXISTING 8" CMP TILE TOPELEV. 1038.82
AutoCAD SHX Text
EXISTING 6" CONCRETE TILEFLOW-LINE ELEV. 1043.18
AutoCAD SHX Text
EXISTING 6" PVC TILE TOPELEV. 1037.94
AutoCAD SHX Text
EXISTING 8" CMP TILE TOPELEV. 1040.78
AutoCAD SHX Text
EXISTING 12" CONCRETEINV. ELEV. 1036.84
AutoCAD SHX Text
EXISTING 6" HDPE TILE TOPELEV. 1038.28
AutoCAD SHX Text
EXISTING 12" HDPEINV. ELEV. 1031.33
AutoCAD SHX Text
591st AVE
AutoCAD SHX Text
591st AVE
AutoCAD SHX Text
220th STREET
AutoCAD SHX Text
583rd AVE
AutoCAD SHX Text
10th STREET
AutoCAD SHX Text
226th STREET
AutoCAD SHX Text
N
AutoCAD SHX Text
0
AutoCAD SHX Text
100
AutoCAD SHX Text
200
AutoCAD SHX Text
400
AutoCAD SHX Text
SHEET PILE WATER CONTROL STRUCTURE SEE SHEET 5-9
AutoCAD SHX Text
1040
AutoCAD SHX Text
1045
AutoCAD SHX Text
1040
AutoCAD SHX Text
1040
AutoCAD SHX Text
1045
AutoCAD SHX Text
1040
AutoCAD SHX Text
1040
AutoCAD SHX Text
1045
AutoCAD SHX Text
1040
AutoCAD SHX Text
1045
AutoCAD SHX Text
INLET/OUTLET CHANNEL SEE SHEET 4
AutoCAD SHX Text
EMBANKMENT SEE SHEET 5
AutoCAD SHX Text
APPROXIMATE COUNTY TILE LOCATION TILE MUST REMAIN IN OPERATION
AutoCAD SHX Text
INC.
AutoCAD SHX Text
UNLIMITED
AutoCAD SHX Text
DUCKS
AutoCAD SHX Text
GREAT PLAINS REGIONAL OFFICE
AutoCAD SHX Text
PROJECT NO.
AutoCAD SHX Text
DATE:
AutoCAD SHX Text
SHEET NO.
AutoCAD SHX Text
APPROVED BY:
AutoCAD SHX Text
APPROVED BY:
AutoCAD SHX Text
CHECKED BY:
AutoCAD SHX Text
SURVEYED BY:
AutoCAD SHX Text
DRAWN BY:
AutoCAD SHX Text
DESIGNED BY:
AutoCAD SHX Text
3
AutoCAD SHX Text
.
AutoCAD SHX Text
.
AutoCAD SHX Text
MN-177-2
AutoCAD SHX Text
AMW
AutoCAD SHX Text
MLO
AutoCAD SHX Text
AMW
AutoCAD SHX Text
WARD LAKE WMA-WARD LAKE
AutoCAD SHX Text
SITE PLAN
AutoCAD SHX Text
.
AutoCAD SHX Text
Number
AutoCAD SHX Text
Number
AutoCAD SHX Text
By
AutoCAD SHX Text
Date
AutoCAD SHX Text
Revisions
AutoCAD SHX Text
Sheet
AutoCAD SHX Text
Revision
AutoCAD SHX Text
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
AutoCAD SHX Text
coordinates are UTM Zone 15 grid coordinates in US feet [NAD83 (2011)]. They were established from the Minnesota VRS System with information from Trimble R6 Survey grade GPS receiver, and TSC2 data collector on 12/20/14 and 12/26/13. was established from the NAVD88 Geoid 12A MN CONUS with information from a Trimble R8 Survey grade GPS base, Trimble R6 receivers, and TSC3 data collectors on December 2013 and using Minnesota VRS System. To match MNDNR Waters NGVD 29 elevations were adjusted 0.4' lower. Vertical control is based on NGVD 29 Datum.
AutoCAD SHX Text
2/18/2019
AutoCAD SHX Text
2/18/2019
10
35
.0
0
10
35
.0
0
10
35
.0
0
10
35
.0
0
10
35
.0
0
10
35
.0
0
10
35
.0
0
10
35
.0
0
10
35
.0
0
10
33
.0
0
10
33
.0
0
AutoCAD SHX Text
FLOW
AutoCAD SHX Text
FLOW
AutoCAD SHX Text
EXCAVATE 425 L.F. OF INLET CHANNEL WITH 8' WIDE BOTTOM AND 3:1 SIDE SLOPES. BOTTOM ELEV. 1035.00 AT SLOPE=0.00%. SEE DETAILS AND NOTES THIS SHEET.
AutoCAD SHX Text
INLET CHANNEL DOES NOT DAYLIGHT. CONTRACTOR SHALL CREATE 6:1 SLOPE ON END TO DAYLIGHT. SUCH WORK SHALL BE CONSIDERED "INCIDENTAL" TO INLET CHANNEL EXCAVATION.
AutoCAD SHX Text
OPEN EDGE CATTAILS
AutoCAD SHX Text
OPEN EDGE CATTAILS
AutoCAD SHX Text
EDGE CATTAILS
AutoCAD SHX Text
REMOVE EXISTING SHEET PILE STRUCTURE. SUCH MATERIAL AND ASSOCIATED HARDWARE SHALL BECOME PROPERTY OF THE CONTRACTOR FOR PROPER DISPOSAL OFF-SITE. SEE NOTE THIS SHEET.
AutoCAD SHX Text
INSTALL SHEET PILE WATER CONTROL STRUCTURE. SEE DETAILS AND NOTES SHEETS 5-9.
AutoCAD SHX Text
CONSTRUCT EMBANKMENT ABUTMENTS ON EACH SIDE OF WEIR STRUCTURE. SEE DETAILS AND NOTES SHEET 5.
AutoCAD SHX Text
1036
AutoCAD SHX Text
1036
AutoCAD SHX Text
1037
AutoCAD SHX Text
1038
AutoCAD SHX Text
1039
AutoCAD SHX Text
N
AutoCAD SHX Text
1039
AutoCAD SHX Text
1039
AutoCAD SHX Text
1038
AutoCAD SHX Text
1037
AutoCAD SHX Text
1036
AutoCAD SHX Text
1040
AutoCAD SHX Text
3:1
AutoCAD SHX Text
3:1
AutoCAD SHX Text
2:1
AutoCAD SHX Text
2:1
AutoCAD SHX Text
2:1
AutoCAD SHX Text
2:1
AutoCAD SHX Text
5+35 END OUTLET CHANNEL BEGIN TRANSITION TO EXISTING ELEV. 1033.00
AutoCAD SHX Text
EXCAVATE 135 L.F. OF OUTLET CHANNEL WITH 12' WIDE BOTTOM AND 2:1 SIDE SLOPES. BTM ELEV. 1033.00 AT SLOPE=0.00%. SEE DETAILS AND NOTES THIS SHEET.
AutoCAD SHX Text
25 L.F. TRANSITION ZONE CONTRACTOR SHALL BLEND INTO EXISTING CHANNEL AS DETERMINED IN THE FIELD.
AutoCAD SHX Text
ROCK RIPRAP NOT SHOWN. SEE DETAILS SHEET 5.
AutoCAD SHX Text
4+25.56 CH= STRUCTURE
AutoCAD SHX Text
4+25.06 END INLET CH. N 16,216,223.56 E 1,264,129.05 BTM ELEV. 1035.50
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
AutoCAD SHX Text
INLET & OUTLET CHANNEL NOTES: THE CONTRACTOR SHALL EXCAVATE 425 L.F. OF INLET CHANNEL WITH 8' WIDE BOTTOM AND 3:1 SIDE SLOPES. BOTTOM ELEVATION 1035.00 AT SLOPE=0.00%. ALL SPOIL MATERIAL WILL BE REMOVED FROM WARD LAKE AND HAULED TO DESIGNATED SPOIL AREA AS SHOWN SHEET 1 AND LEVELED AS NOTED THIS SHEET. THE CONTRACTOR SHALL EXCAVATE 135 L.F. OF OUTLET CHANNEL WITH 12' WIDE BOTTOM AND 2:1 SIDE SLOPES. BOTTOM ELEVATION 1033.00 AT SLOPE=0.00% ALL SPOIL MATERIAL WILL BE REMOVED FROM EXISTING CHANNEL AND HAULED TO DESIGNATED SPOIL AREA AS SHOWN SHEET 1 AND LEVELED AS NOTED THIS SHEET. CONTRACTOR WILL TRANSITION THE LAST 25 L.F. TO MATCH THE EXISTING CHANNEL AS DETERMINED IN THE FIELD BY THE DU CONSTRUCTION MANAGER. *DUE TO HIGH WATER THE CONTRACTOR MAY NOT BE ABLE TO EXCAVATE FULL INLET CHANNEL WITHOUT MATS OR CONTRACTOR MAY HAVE TO REMOBILIZE TO SITE AFTER WATER LEVELS HAVE BEEN LOWERED. THE CONTRACTOR SHALL ASSUME MULTIPLE MOBILIZATIONS IN THERE BID TO CONSTRUCT FULL INLET CHANNEL AS SHOWN. ESTIMATED VOLUMES: INLET CHANNEL 225 CUBIC YARDS 225 CUBIC YARDS OUTLET CHANNEL 321 CUBIC YARDS 321 CUBIC YARDS PAYMENT FOR INLET AND OUTLET CHANNEL WILL BE BASED ON LINEAR FEET, THIS INCLUDES: MULTIPLE MOBILIZATIONS, EXCAVATION, LABORER CHECKING GRADE, HAULING SPOIL, & LEVELING SPOIL SUITABLE ENOUGH FOR SEEDING & MULCHING. QUANTITIES ARE LISTED FOR INFORMATION ONLY AS BID ITEMS WILL BE BASED ON LINEAR FEET. PAYMENT FOR INLET CHANNEL WILL BE BASED ON THE CONTRACTORS UNIT BID PRICE FOR "INLET CHANNEL" PAYMENT FOR OUTLET CHANNEL WILL BE BASED ON THE CONTRACTORS UNIT BID PRICE FOR "OUTLET CHANNEL."
AutoCAD SHX Text
REMOVAL OF EXISTING STRUCTURES NOTE: THE CONTRACTOR WILL REMOVE THE EXISTING SHEET PILE WATER CONTROL STRUCTURE AND ASSOCIATED HARDWARE. SUCH MATERIAL AND ASSOCIATED HARDWARE SHALL BECOME PROPERTY OF THE CONTRACTOR FOR PROPER DISPOSAL OFF-SITE. ANY OTHER WASTE MATERIAL AS OFF-SITE. ANY OTHER WASTE MATERIAL AS ANY OTHER WASTE MATERIAL AS IDENTIFIED BY THE DU CONSTRUCTION MANAGER SHALL ALSO BE PROPERLY DISPOSED OF OFF-SITE. EXISTING RIPRAP LOCATED ON BOTH UPSTREAM AND DOWNSTREAM SIDES OF SHEET PILE STRUCTURE SHALL BE "SALVAGED" AND STOCKPILED FOR USE ALONG THE NEW SHEET PILE WATER CONTROL STRUCTURE. PAYMENT FOR EXCAVATION, REMOVAL, DISPOSAL, AND SALVAGING/PLACING EXISTING RIPRAP SHALL BE PAID FOR BASED ON THE CONTRACTORS UNIT BID PRICE FOR "REMOVAL OF EXISTING STRUCTURES."
AutoCAD SHX Text
SPOIL AREA NOTES: THE SPOIL AREA IS LOCATED 150' NORTH EAST OF THE NORTH END OF THE EMBANKMENT IN UPLANDS. THE CONTRACTOR WILL STRIP MINIMUM 6" TOPSOIL OVER SPOIL AREA, STOCKPILE, AND UPON COMPLETION OF DEPOSITING ALL SPOIL MATERIAL PLACE MINIMUM 4" TOPSOIL OVER ALL DISTURBED AREAS. PAYMENT FOR STRIPPING, STOCKPILING, AND LEVELING SHALL BE PAID FOR BASED ON THE CONTRACTORS UNIT BID PRICE FOR SITE PREPARATION. SPOIL MATERIAL WILL BE PLACED IN DESIGNATED AREA, COVERED WITH STRIPPED TOPSOIL, AND BE LEVELED SUITABLE ENOUGH FOR SEEDING & MULCHING. LEVELING OF ALL SPOIL MATERIAL SHALL BE PAID FOR UNDER CONTRACTORS UNIT BID PRICE FOR SITE PREPARATION.
AutoCAD SHX Text
ESTIMATED QUANTITIES: INLET CHANNEL 425 L.F. 425 L.F. L.F. OUTLET CHANNEL 135 L.F. 135 L.F. L.F. REMOVAL OF EXISTING STRUCTURE 1 L.S. 1 L.S.L.S.
AutoCAD SHX Text
2/18/2019
AutoCAD SHX Text
2/18/2019
10
41
.0
0
10
39
.3
3
AutoCAD SHX Text
2:1 SLOPE
AutoCAD SHX Text
2:1 SLOPE
AutoCAD SHX Text
6:1 SLOPE
AutoCAD SHX Text
6:1 SLOPE
AutoCAD SHX Text
6:1 SLOPE
AutoCAD SHX Text
6:1 SLOPE
AutoCAD SHX Text
3:1 SLOPE
AutoCAD SHX Text
3:1 SLOPE
AutoCAD SHX Text
3:1 SLOPE
AutoCAD SHX Text
3:1
AutoCAD SHX Text
3:1
AutoCAD SHX Text
3:1
AutoCAD SHX Text
3:1
AutoCAD SHX Text
3:1
AutoCAD SHX Text
3:1 SLOPE
AutoCAD SHX Text
3:1 SLOPE
AutoCAD SHX Text
2:1 SLOPE
AutoCAD SHX Text
2:1 SLOPE
AutoCAD SHX Text
BTM INLET CHANNEL ELEV: 1035.00
AutoCAD SHX Text
BTM OUTLET CHANNEL ELEVATION 1033.00
AutoCAD SHX Text
0+17.27 BEGIN 6:1 SLOPE (VERIFY STA. IN FIELD)
AutoCAD SHX Text
0+31 BEGIN EMBANKMENT ELEV. 1041.00
AutoCAD SHX Text
0+51.79 BEGIN SHEETING
AutoCAD SHX Text
1+14.21 END SHEETING
AutoCAD SHX Text
0+61 END EMBANKMENT BEGIN 3:1 & 2:1 SLOPES ELEV. 1041.00
AutoCAD SHX Text
1+05 END 3:1 & 2:1 SLOPES BEGIN EMB. ELEV. 1041.00
AutoCAD SHX Text
0+34.85 BEGIN EMBANKMENT BEGIN 6:1 SLOPE ELEV. 1041.00
AutoCAD SHX Text
TOP OF COMPACTED FILL ELEVATION 1041.00
AutoCAD SHX Text
TOP OF COMPACTED FILL ELEVATION 1041.00
AutoCAD SHX Text
1+46.03 DAYLIGHT 6:1 SLOPE (VERIFY STA. IN FIELD)
AutoCAD SHX Text
N
AutoCAD SHX Text
FLOW
AutoCAD SHX Text
FLOW
AutoCAD SHX Text
1039
AutoCAD SHX Text
1038
AutoCAD SHX Text
1040
AutoCAD SHX Text
1039
AutoCAD SHX Text
DU CLASS III ROCK RIPRAP 2.0' DEPTH WITH FILTER FABRIC BENEATH. ROCK 30' DOWNSTREAM OF STRUCTURE ALONG 2:1 SLOPES AS SHOWN. MACHINE COMPACT ALL ROCK IN-PLACE. 100 TON.
AutoCAD SHX Text
DU CLASS IV ROCK RIPRAP 2.5' DEPTH WITH FILTER FABRIC BENEATH. ROCK 30' DOWNSTREAM OF STRUCTURE ALONG CHANNEL BOTTOM. MACHINE COMPACT ALL ROCK IN-PLACE. 60 TON.
AutoCAD SHX Text
DU CLASS II ROCK RIPRAP 1.5' DEPTH WITH FILTER FABRIC BENEATH. ROCK 15' UPSTREAM OF STRUCTURE ALONG 3:1 SLOPES AND BOTTOM AS SHOWN. MACHINE COMPACT ALL ROCK IN-PLACE. 60 TON.
AutoCAD SHX Text
EXISTING WEIR TO BE REMOVED, SEE DETAILS SHEET 4.
AutoCAD SHX Text
PLAN VIEW EMBANKMENT/STR. SCALE: 1"=5'-0"
AutoCAD SHX Text
6:1 SLOPE
AutoCAD SHX Text
TOP COMPACTED FILL EL. 1041.00
AutoCAD SHX Text
3:1 SLOPE
AutoCAD SHX Text
6:1 SLOPE
AutoCAD SHX Text
TOP COMPACTED FILL EL. 1041.00
AutoCAD SHX Text
3:1 SLOPE
AutoCAD SHX Text
BEGIN WEIR 0+51.79
AutoCAD SHX Text
END WEIR 1+14.21
AutoCAD SHX Text
INSTALL SHEET PILE W.C.S. SEE DETAILS SHEETS 5-9. VIEW STANDING ON UPSTREAM SIDE LOOKING DOWNSTREAM.
AutoCAD SHX Text
0+83 CL STR. =CL CHANNEL
AutoCAD SHX Text
STRIP 12" DEPTH TOPSOIL OVER EMBANKMENT FOOTPRINT, STOCKPILE, AND UPON COMPLETION OF COMPACTED FILL PLACE MIN. 6" DEPTH TOPSOIL OVER TOP AND SIDE SLOPES. SEE NOTE THIS SHEET.
AutoCAD SHX Text
EXISTING GROUND
AutoCAD SHX Text
CL EMB.
AutoCAD SHX Text
TOP COMPACTED FILL ELEV. 1041.00
AutoCAD SHX Text
STRIP 12" DEPTH TOPSOIL OVER EMBANKMENT FOOTPRINT, STOCKPILE, AND UPON COMPLETION OF COMPACTED FILL PLACE MINIMUM 6" DEPTH TOPSOIL OVER TOP AND 3:1 SIDE SLOPES. SEE NOTE THIS SHEET.
AutoCAD SHX Text
TYPICAL CROSS SECTION EMBANKMENT SCALE: 1"=5'-0"
AutoCAD SHX Text
3:1
AutoCAD SHX Text
3:1
AutoCAD SHX Text
EXISTING GROUND
AutoCAD SHX Text
INC.
AutoCAD SHX Text
UNLIMITED
AutoCAD SHX Text
DUCKS
AutoCAD SHX Text
GREAT PLAINS REGIONAL OFFICE
AutoCAD SHX Text
PROJECT NO.
AutoCAD SHX Text
DATE:
AutoCAD SHX Text
SHEET NO.
AutoCAD SHX Text
APPROVED BY:
AutoCAD SHX Text
APPROVED BY:
AutoCAD SHX Text
CHECKED BY:
AutoCAD SHX Text
SURVEYED BY:
AutoCAD SHX Text
DRAWN BY:
AutoCAD SHX Text
DESIGNED BY:
AutoCAD SHX Text
5
AutoCAD SHX Text
.
AutoCAD SHX Text
.
AutoCAD SHX Text
MN-177-2
AutoCAD SHX Text
AMW
AutoCAD SHX Text
MLO
AutoCAD SHX Text
AMW
AutoCAD SHX Text
WARD LAKE WMA-WARD LAKE
AutoCAD SHX Text
EMBANKMENT/STR PLAN/ROFILE,
AutoCAD SHX Text
DETAILS AND NOTES
AutoCAD SHX Text
Number
AutoCAD SHX Text
Number
AutoCAD SHX Text
By
AutoCAD SHX Text
Date
AutoCAD SHX Text
Revisions
AutoCAD SHX Text
Sheet
AutoCAD SHX Text
Revision
AutoCAD SHX Text
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
AutoCAD SHX Text
SITE PREPARATION NOTE: CONTRACTOR SHALL STRIP 12" DEPTH OF TOPSOIL OVER EMBANKMENT FOOTPRINT, STOCKPILE, AND UPON COMPLETION OF COMPACTED FILL PLACE MINIMUM 6" DEPTH TOPSOIL OVER EMBANKMENT TOP AND 3:1 SIDE SLOPES. TOPSOIL SHALL BE LEVELED AND TILLED SUITABLE ENOUGH FOR SEEDING & MULCHING. CONTRACTOR SHALL STRIP MINIMUM 12" DEPTH TOPSOIL OVER BORROW/SPOIL AREA AS SHOWN SHEET 1, STOCKPILE, AND UPON COMPLETION OF MINING PLACE MINIMUM 6" DEPTH TOPSOIL OVER CONSTRUCTION AREA. BORROW AREA SLOPES SHALL BE MINIMUM 6:1 AND BLEND INTO THE EXISTING LANDSCAPE AS DETERMINED IN THE FIELD. PAYMENT FOR STRIPPING, STOCKPILING, REPLACEMENT, LEVELING, AND TILLAGE SHALL BE PAID FOR BASED ON THE CONTRACTORS UNIT BID PRICE FOR "SITE PREPARATION."
AutoCAD SHX Text
EMBANKMENT NOTE: CONTRACTOR SHALL CONSTRUCT EMBANKMENT WITH 12' WIDE TOP AND 3:1 SIDE SLOPES AS DETAILED THIS SHEET. TOP OF COMPACTED FILL SHALL BE ELEVATION 1041.00. BORROW AREA IS LOCATED 450' SOUTHEAST OF THE SOUTH END OF THE EMBANKMENT IN UPLAND. MATERIAL REMOVED FROM BORROW AREA SHALL BE MINIMUM SANDY LEAN CLAY WITH CLOSE TO OPTIMUM MOISTURE. CONTRACTOR WILL PLACE AND COMPACT MATERIAL AS DESCRIBED IN EMBANKMENT SPECIFICATION 204. PAYMENT IS BASED ON CUBIC YARDS PLAN, THERE WILL BE NO ADJUSTMENT MADE FOR INCREASE OR DECREASE TO QUANTITY. PAYMENT FOR MATERIAL, HAULING, DEPOSITING, COMPACTING, AND LEVELING SHALL BE PAID FOR BASED ON THE CONTRACTORS UNIT BID PRICE FOR "EMBANKMENT." ESTIMATED QUANTITIES: SITE PREPARATION 71 C.Y.-P 71 C.Y.-P COMPACTED FILL 40 C.Y.-P 40 C.Y.-P TOTAL INCLUDING 15% FOR SHRINKAGE 130 C.Y.-P 130 C.Y.-P
AutoCAD SHX Text
ROCK RIPRAP NOTE: CONTRACTOR WILL INSTALL 3 CLASSES OF RIPRAP AT THE SHEET PILE WATER CONTROL STRUCTURE: DU CLASS II, 1.5' DEPTH WILL BE INSTALLED ON THE UPSTREAM SIDE 15' FROM THE STRUCTURE. ROCK WILL BE INSTALLED ALONG BOTTOM OF CHANNEL AND 3:1 SIDE SLOPES. DU CLASS III, 2.0' DEPTH WILL BE INSTALLED ON THE DOWNSTREAM SIDE 30' FROM THE STRUCTURE. ROCK RIPRAP WILL BE INSTALLED ALONG ALL 2:1 SIDE SLOPES. DU CLASS IV, 2.5' DEPTH WILL BE INSTALLED ON THE DOWNSTREAM SIDE OF THE STRUCTURE 30' AND WILL BE INSTALLED ALONG THE CHANNEL BOTTOM ONLY. ALL RIPRAP SHALL HAVE NON-WOVEN FILTER FABRIC BENEATH AND BE PINNED TO BOTTOM AND SIDE SLOPES AS DESCRIBED IN SPECIFICATION 305. ALL EXCAVATION REQUIRED FOR ROCK RIPRAP IS CONSIDERED "INCIDENTAL." PAYMENT FOR MATERIALS AND INSTALLATION SHALL BE PAID FOR BASED ON THE CONTRACTORS UNIT BID PRICES FOR "RIPRAP-DU CLASS II, III, AND IV."
AutoCAD SHX Text
ESTIMATED QUANTITIES: COMPACTED FILL 130 C.Y.-P 130 C.Y.-P C.Y.-P RIPRAP DU CLASS II 60 TON 60 TON TON RIPRAP DU CLASS III 100 TON 100 TON TON RIPRAP DU CLASS IV 60 TON 60 TONTON
AutoCAD SHX Text
2/18/2019
AutoCAD SHX Text
2/18/2019
10' 10' 10' 10' 10' 10' 10'10'10'10'
12'12'
14'
16'
18'
20'20'20'20'20'20'20'20'
18'
16'
14'
12'12'
10' 10' 10' 10' 10' 10' 10'10'10'10'
12'12'
14'
16'
18'
20'20'20'20'
18'
16'
14'
12'12'
20' 20' 20' 20'
AutoCAD SHX Text
2:1 SLOPE
AutoCAD SHX Text
2:1 SLOPE
AutoCAD SHX Text
EMB. 0+83
AutoCAD SHX Text
STA. 1+14.21
AutoCAD SHX Text
STA. 0+51.79
AutoCAD SHX Text
BTM PILE CAP ELEV. 1035.03
AutoCAD SHX Text
TOP PILE CAP ELEV. 1040.00
AutoCAD SHX Text
BTM SHEETING ELEV. 1030.00
AutoCAD SHX Text
TOP PILE CAP ELEV. 1040.00
AutoCAD SHX Text
BTM SHEETING ELEV. 1030.00
AutoCAD SHX Text
BTM OUTLET CH ELEV. 1033.00
AutoCAD SHX Text
BTM SHEETING ELEV. 1020.00
AutoCAD SHX Text
ELEV. 1022.00
AutoCAD SHX Text
ELEV. 1028.00
AutoCAD SHX Text
ELEV. 1026.00
AutoCAD SHX Text
ELEV. 1024.00
AutoCAD SHX Text
DU CLASS III ROCK RIPRAP, 2.0' DEPTH WITH FILTER FABRIC BENEATH.
AutoCAD SHX Text
DU CLASS IV ROCK RIPRAP, 2.5' DEPTH WITH FILTER FABRIC BENEATH.
AutoCAD SHX Text
TOP EMB. ELEV. 1041.00
AutoCAD SHX Text
TOP EMBANKMENT ELEV. 1041.00
AutoCAD SHX Text
FRONT VIEW SHEET PIILE WATER CONTROL STRUCTURE VIEW STANDING ON DOWNSTREAM SIDE LOOKING UPSTREAM SCALE: 1"=5'-0"
AutoCAD SHX Text
SZ-22 SHEET PILE OR APPROVED EQUAL.
AutoCAD SHX Text
TOP PILE CAP ELEV. 1040.00
AutoCAD SHX Text
BTM SHEETING ELEV. 1030.00
AutoCAD SHX Text
TOP PILE CAP ELEV. 1040.00
AutoCAD SHX Text
BTM SHEETING ELEV. 1030.00
AutoCAD SHX Text
EMB. 0+83
AutoCAD SHX Text
STA. 0+51.79
AutoCAD SHX Text
STA. 1+14.21
AutoCAD SHX Text
TOP EMB. ELEV. 1041.00
AutoCAD SHX Text
TOP EMBANKMENT ELEV. 1041.00
AutoCAD SHX Text
3:1 SLOPE
AutoCAD SHX Text
3:1
AutoCAD SHX Text
FRONT VIEW SHEET PIILE WATER CONTROL STRUCTURE VIEW STANDING ON UPSTREAM SIDE LOOKING DOWNSTREAM SCALE: 1"=5'-0"
AutoCAD SHX Text
BTM SHEETING ELEV. 1020.00
AutoCAD SHX Text
SZ-22 SHEET PILE OR APPROVED EQUAL.
AutoCAD SHX Text
STOPLOG GUIDES, AND CATWALK NOT SHOWN THIS VIEW.
AutoCAD SHX Text
DU CLASS II ROCK RIPRAP, 1.5' DEPTH WITH FILTER FABRIC BENEATH.
AutoCAD SHX Text
CATWALK NOT SHOWN THIS VIEW.
AutoCAD SHX Text
FRONT VIEW SHEET PIILE WATER CONTROL STRUCTURE VIEW STANDING ON UPSTREAM SIDE LOOKING DOWNSTREAM SCALE: 1"=5'-0"
AutoCAD SHX Text
DU CLASS II ROCK RIPRAP, 1.5' DEPTH WITH FILTER FABRIC BENEATH.
AutoCAD SHX Text
3:1 SLOPE
AutoCAD SHX Text
3:1 SLOPE
AutoCAD SHX Text
BTM PILE CAP ELEV. 1035.03
AutoCAD SHX Text
TOP PILE CAP ELEV. 1040.00
AutoCAD SHX Text
BTM SHEETING ELEV. 1030.00
AutoCAD SHX Text
TOP EMB. ELEV. 1041.00
AutoCAD SHX Text
STA. 0+51.79
AutoCAD SHX Text
STA. 1+14.21
AutoCAD SHX Text
TOP PILE CAP ELEV. 1040.00
AutoCAD SHX Text
BTM SHEETING ELEV. 1030.00
AutoCAD SHX Text
NOTE TO CONTRACTOR: TO GET TRIMMED ELEVATION'S SUBTRACT 0.06' ( ") FROM 34") FROM TOP OF PILE CAP ELEVATIONS.
AutoCAD SHX Text
TOP PILE CAP ELEV. 1040.00
AutoCAD SHX Text
BTM INLET CHANNEL ELEV. 1035.00
AutoCAD SHX Text
TOP ROCK/BTM OUTLET CHANNEL ELEV. 1033.00
AutoCAD SHX Text
DU CLASS IV ROCK RIPRAP, 2.5' DEPTH WITH FILTER FABRIC BENEATH.
AutoCAD SHX Text
FLOW
AutoCAD SHX Text
BTM SHEETING ELEV. 1020.00
AutoCAD SHX Text
BTM PILE CAP ELEV. 1035.03
AutoCAD SHX Text
DU CLASS II ROCK RIPRAP, 1.5' DEPTH WITH FILTER FABRIC BENEATH.
TOP VIEW 3" GALVANIZED CHANNEL GUIDE DETAIL NOT TO SCALE
AutoCAD SHX Text
3"x3"x " GALVANIZED 14" GALVANIZED STOPLOG CHANNELS. WELD TO PILE CAP @ ALL CONTACTS AND WATERTIGHT.
AutoCAD SHX Text
ALUMINUM STOPLOGS SEE DETAILS SHEET 7.
AutoCAD SHX Text
BTM PILE CAP ELEV. 1035.03
AutoCAD SHX Text
ROCK RIPRAP NOT SHOWN
AutoCAD SHX Text
FLOW
AutoCAD SHX Text
ABUTMENT ELEV: 1040.00
AutoCAD SHX Text
STOPLOG GUIDES, AND CATWALK NOT SHOWN THIS VIEW.
AutoCAD SHX Text
BTM PILE CAP ELEV. 1035.03
AutoCAD SHX Text
BTM INLET CH ELEV. 1035.00
AutoCAD SHX Text
EMB. 0+83
AutoCAD SHX Text
ABUTMENT ELEV. 1040.00
AutoCAD SHX Text
INC.
AutoCAD SHX Text
UNLIMITED
AutoCAD SHX Text
DUCKS
AutoCAD SHX Text
GREAT PLAINS REGIONAL OFFICE
AutoCAD SHX Text
PROJECT NO.
AutoCAD SHX Text
DATE:
AutoCAD SHX Text
SHEET NO.
AutoCAD SHX Text
APPROVED BY:
AutoCAD SHX Text
APPROVED BY:
AutoCAD SHX Text
CHECKED BY:
AutoCAD SHX Text
SURVEYED BY:
AutoCAD SHX Text
DRAWN BY:
AutoCAD SHX Text
DESIGNED BY:
AutoCAD SHX Text
6
AutoCAD SHX Text
.
AutoCAD SHX Text
.
AutoCAD SHX Text
MN-177-2
AutoCAD SHX Text
AMW
AutoCAD SHX Text
MLO
AutoCAD SHX Text
AMW
AutoCAD SHX Text
WARD LAKE WMA-WARD LAKE
AutoCAD SHX Text
SHEET PILE DETAILS #1
AutoCAD SHX Text
Number
AutoCAD SHX Text
Number
AutoCAD SHX Text
By
AutoCAD SHX Text
Date
AutoCAD SHX Text
Revisions
AutoCAD SHX Text
Sheet
AutoCAD SHX Text
Revision
AutoCAD SHX Text
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
AutoCAD SHX Text
NOTES:
AutoCAD SHX Text
1. ALL WELDS TO BE 1/4" FILLET WELDS (SEE D.U. SPECIFICATIONS).
AutoCAD SHX Text
2. ALL WELDS WILL BE SUBJECT TO LAMPING. ANY AREAS FAILING
AutoCAD SHX Text
WILL BE REWELDED BEFORE ACCEPTANCE OF PROJECT.
AutoCAD SHX Text
3. TOP OF SHEET PILE SHALL BE TRIMMED TO GRADES INDICATED ON
AutoCAD SHX Text
PLANS TO REMOVE ANY DAMAGE CAUSED BY DRIVING. ANY TRIMMING
AutoCAD SHX Text
OVER 3" SHALL BE CONSIDERED CUT-OFF AND WILL BE DEDUCTED
AutoCAD SHX Text
FROM THE COST OF "SHEET PILE INSTALLATION."
AutoCAD SHX Text
4. ABOVE ELEV. 1037.30 PILE CAP NEED NOT BE WATERTIGHT, WELDS SHALL
AutoCAD SHX Text
CONSIST OF A 6" BEAD AT 18" C-C (12" BETWEEN WELDS).
AutoCAD SHX Text
5. LENGTH OF PILE CAP AS SHOWN ON PLANS.
AutoCAD SHX Text
6. ALL WELDS AROUND STOPLOG BAY TO BE CONTINUOUS TO INSURE
AutoCAD SHX Text
A WATERTIGHT SEAL.
AutoCAD SHX Text
L 5"x5"x3/8"
AutoCAD SHX Text
WELD ANGLE TO SHEET
AutoCAD SHX Text
PILE AT CONTACT EDGES
AutoCAD SHX Text
BE A MINIMUM OF 1 1/2"
AutoCAD SHX Text
WELD OVERLAP SHALL
AutoCAD SHX Text
1 1/2"
AutoCAD SHX Text
WELDS)
AutoCAD SHX Text
18" C-C (12" BETWEEN
AutoCAD SHX Text
WITH 6" BEAD AT
AutoCAD SHX Text
L
AutoCAD SHX Text
FILLED WITH WELD OR 3/8"
AutoCAD SHX Text
GAP BETWEEN ANGLES TO BE
AutoCAD SHX Text
SHEET PILE
AutoCAD SHX Text
L 5"x5"x3/8"
AutoCAD SHX Text
L
AutoCAD SHX Text
P 3/8"x10"
AutoCAD SHX Text
%%UFABRICATION DETAIL
AutoCAD SHX Text
SHEET PILE CAP
AutoCAD SHX Text
PAST EDGE OF ANGLE
AutoCAD SHX Text
TO L 5"x5"x3/8"
AutoCAD SHX Text
WELD P 3/8"x10"
AutoCAD SHX Text
SHEET PILE TO INSURE WATERTIGHT
AutoCAD SHX Text
PLATE AT INTERSECTION WITH
AutoCAD SHX Text
SEAL.
AutoCAD SHX Text
NOT TO SCALE
AutoCAD SHX Text
%%UPILE CAP SECTION VIEW
AutoCAD SHX Text
L 5" X 5" X 3/8"
AutoCAD SHX Text
OR APPROVED EQUAL
AutoCAD SHX Text
SZ-22 SHEET PILE
AutoCAD SHX Text
UNIFORM WIDTH ALONG
AutoCAD SHX Text
ENTIRE WALL LENGTH.
AutoCAD SHX Text
SEE NOTE
AutoCAD SHX Text
NOTE: CAP WIDTH VARIES DEPENDING ON ALIGNMENT
AutoCAD SHX Text
OF SHEET PILE WALL; HOWEVER, ONCE THE
AutoCAD SHX Text
APPROPRIATE WIDTH IS DETERMINED, IT SHALL
AutoCAD SHX Text
REMAIN UNIFORM ALONG ENTIRE LENGTH OF WALL.
AutoCAD SHX Text
L
AutoCAD SHX Text
P 10" X 3/8"
AutoCAD SHX Text
3/4" (0.06')
AutoCAD SHX Text
NOT TO SCALE
AutoCAD SHX Text
NOTE: ALL WELDS AT OR BELOW ELEV. 1037.30 SHALL BE CONTINUOUS, WATERTIGHT AND SUBJECT TO LAMPING TO ENSURE WATERTIGHT SEAL.
AutoCAD SHX Text
WELD ANGLES TO FACE OF SHEET PILE AT CONTACT EDGES WHERE POSSIBLE.
AutoCAD SHX Text
2/18/2019
AutoCAD SHX Text
2/18/2019
C
AA
B
B
AutoCAD SHX Text
3"x3"x " GALVANIZED STOPLOG 14" GALVANIZED STOPLOG CHANNELS. WELD TO PILE CAP CONTINUOUSLY AND WATERTIGHT. SEE DETAILS THIS SHEET.
AutoCAD SHX Text
ALUMINUM STOPLOGS SEE DETAILS THIS SHEET.
AutoCAD SHX Text
BTM PILE CAP ELEV. 1035.03
AutoCAD SHX Text
FLOW
AutoCAD SHX Text
WELD " PLATE (6"x6") UNDERNEATH 38" PLATE (6"x6") UNDERNEATH W6x15 HATCH SUPPORT BEAM AND ON TOP OF W6x15 CATWALK SUPPORT BEAM. THE " PLATE IS TO ALLOW THE W6x15 38" PLATE IS TO ALLOW THE W6x15 HATCH SUPPORT BEAM TO BE FLUSH WITH 3 "x3 "x " GRATING SUPPORT 12"x3 "x " GRATING SUPPORT 12"x " GRATING SUPPORT 38" GRATING SUPPORT ANGLE. 2 REQUIRED. WELD @ ALL CONTACT POINTS.
AutoCAD SHX Text
W6x15 HATCH SUPPORT BEAM. ONE REQUIRED IN STOPLOG BAY ONLY. 1'-6" CENTER TO CENTER SPACING FROM UPSTREAM W6x15 GRATING SUPPORT BEAM.
AutoCAD SHX Text
3 "x3 "x " GRATING SUPPORT ANGLE 12"x3 "x " GRATING SUPPORT ANGLE 12"x " GRATING SUPPORT ANGLE 38" GRATING SUPPORT ANGLE WELD TO W6x15 GRATING SUPPORT BEAMS @ ALL CONTACT POINTS.
AutoCAD SHX Text
19" HATCH OPENING
AutoCAD SHX Text
HEAVY DUTY HINGE
AutoCAD SHX Text
TYPICAL STEEL GRATING McNICHOLS GW-100A 1"x ", 5.2LB/SF, 18", 5.2LB/SF, GALVANIZED (OR APPROVED EQUAL) SPOT WELD GRATING TO ANGLE FRAME. SEE DETAILS SHEET 8. BEARING BARS RUN PERPENDICULAR TO SHEET PILE STRUCTURE.
AutoCAD SHX Text
HANDRAILS NOT SHOWN. SEE DETAILS AND NOTES SHEET 8.
AutoCAD SHX Text
W6x15 GRATING SUPPORT BEAM. WELD TO W6x15 CATWALK SUPPORT BEAM @ ALL CONTACT POINTS.
AutoCAD SHX Text
W6x15 CATWALK SUPPORT BEAM 4' LONG RUNNING PERPENDICULAR TO SHEET PILE STRUCTURE. WELD TO GUSSETS @ ALL CONTACT POINTS. SEE DETAILS THIS SHEET.
AutoCAD SHX Text
24"x24"x " GALVANIZED GUSSET, WELD TO SHEET PILE 38" GALVANIZED GUSSET, WELD TO SHEET PILE AND W6x15 CATWALK SUPPORT BEAMS @ ALL CONTACT POINTS. TYPICAL.
AutoCAD SHX Text
SECTION B-B SCALE: 1"=1'-0"
AutoCAD SHX Text
MATERIAL LIST: STOPLOG COMPONENTS: 3"x3"x " GALVANIZED STOPLOG GUIDES 13 L.F. 14" GALVANIZED STOPLOG GUIDES 13 L.F. 13 L.F. LIFTING HOOKS ALUMINUM 2 REQ'D 2 REQ'D ALUMINUM STOPLOGS: 2"x3"x " ALUMINUM STOPLOG WITH NO LIFTING HOLES 1 REQ'D 14" ALUMINUM STOPLOG WITH NO LIFTING HOLES 1 REQ'D 1 REQ'D 2"x3"x " ALUMINUM STOPLOG WITH LIFTING HOLES 2 REQ'D 14" ALUMINUM STOPLOG WITH LIFTING HOLES 2 REQ'D 2 REQ'D 2"x6"x " ALUMINUM STOPLOG WITH LIFTING HOLES 3 REQ'D 14" ALUMINUM STOPLOG WITH LIFTING HOLES 3 REQ'D 3 REQ'D CATWALK SUPPORT MEMBERS (ALL GALVANIZED): W6x15 CATWALK SUPPORT BEAMS 4'-0" LONG 6 REQ'D 6 REQ'D W6x15 GRATING SUPPORT BEAMS 44'-8" LONG 2 REQ'D 2 REQ'D W6x15 HATCH SUPPORT BEAM 5'-0" LONG 1 REQ'D 1 REQ'D 6"x6"x " PLATE WELDED BENEATH HATCH SUPPORT BEAM 2 REQ'D 38" PLATE WELDED BENEATH HATCH SUPPORT BEAM 2 REQ'D 2 REQ'D 24"x24"x " GUSSET PLATE TO SUPPORT CATWALK BEAM 6 REQ'D 38" GUSSET PLATE TO SUPPORT CATWALK BEAM 6 REQ'D 6 REQ'D 3 "x3 "x " GRATING SUPPORT ANGLE 90 L.F. 12"x3 "x " GRATING SUPPORT ANGLE 90 L.F. 12"x " GRATING SUPPORT ANGLE 90 L.F. 38" GRATING SUPPORT ANGLE 90 L.F. 90 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 LENGTH OF STEEL STOCK BEYOND WHAT'S LISTED HERE MAY BE REQUIRED TO ALLOW FOR FABRICATION.
AutoCAD SHX Text
TOP STOPLOGS/FSL ELEV. 1037.30
AutoCAD SHX Text
TYPICAL STEEL GRATING McNICHOLS GW-100A 1"x ", 5.2LB/SF, 18", 5.2LB/SF, GALVANIZED (OR APPROVED EQUAL) SPOT WELD GRATING TO ANGLE FRAME. SEE DETAILS SHEET 8. BEARING BARS RUN PERPENDICULAR TO SHEET PILE STRUCTURE.
AutoCAD SHX Text
W6x15 GRATING SUPPORT BEAM. 44'-8" LONG, WELD TO W6x15 CATWALK SUPPORT BEAMS @ ALL CONTACT POINTS. SEE DETAILS THIS SHEET.
AutoCAD SHX Text
DETAIL "C" NOT TO SCALE
AutoCAD SHX Text
W6x15 GRATING SUPPORT BEAM 44'-8" LONG, WELD TO W6x15 CATWALK SUPPORT BEAMS @ ALL CONTACT POINTS. SEE DETAILS THIS SHEET.
AutoCAD SHX Text
3 "x3 "x " GRATING SUPPORT ANGLE 12"x3 "x " GRATING SUPPORT ANGLE 12"x " GRATING SUPPORT ANGLE 38" GRATING SUPPORT ANGLE WELD TO W6x15 GRATING SUPPORT BEAM @ ALL CONTACT POINTS.
AutoCAD SHX Text
TOP OF EMBANKMENT ELEV. 1041.00
AutoCAD SHX Text
W6x15 CATWALK SUPPORT BEAM 4' LONG RUNNING PERPENDICULAR TO SHEET PILE STRUCTURE. WELD TO PILE CAP AND GUSSETS AT ALL CONTACT POINTS. SEE PLAN VIEW THIS SHEET.
AutoCAD SHX Text
24"x24"x " GALVANIZED GUSSET, 38" GALVANIZED GUSSET, WELD TO W6x15 CATWALK SUPPORT BEAM, PILE CAP, AND SHEETING @ ALL CONTACT POINTS. THE CONTRACTOR WILL ADD STEEL BRACES CONNECTING GUSSET PLATE TO SHEETING UNDER CAP. SUCH WORK IS CONSIDERED "INCIDENTAL" TO STRUCTURAL STEEL.
AutoCAD SHX Text
FLOW
AutoCAD SHX Text
38"x5"x5" PILE CAP ANGLE, WELD TO SHEETING AS SHOWN SHEET 6.
AutoCAD SHX Text
3 "x3 "x " GRATING SUPPORT ANGLE 12"x3 "x " GRATING SUPPORT ANGLE 12"x " GRATING SUPPORT ANGLE 38" GRATING SUPPORT ANGLE WELD TO W6x15 GRATING SUPPORT BEAM @ ALL CONTACT POINTS.
AutoCAD SHX Text
EXTEND W6x15 GRATING SUPPORT BEAM & 3 " GRATING SUPPORT 12" GRATING SUPPORT ANGLES 1" PAST OUTSIDE EDGE OF W6x15 CATWALK SUPPORT BEAM.
W6x15 CATWALK SUPPORT BEAM 4'-0" LONG. SEE DETAILS THIS SHEET.
AutoCAD SHX Text
W6x15 HATCH SUPPORT BEAM 5'-0" LONG STOPLOG BAY ONLY. SEE DETAILS THIS SHEET.
AutoCAD SHX Text
FLOW
AutoCAD SHX Text
PLAN VIEW WATER CONTROL STRUCTURE SCALE: 1"=2'-0"
AutoCAD SHX Text
3"x3"x " GALVANIZED CHANNEL 14" GALVANIZED CHANNEL GUIDES, SEE DETAILS THIS SHEET.
AutoCAD SHX Text
PILE CAP
AutoCAD SHX Text
PILE CAP
AutoCAD SHX Text
3 "x3 "x " GRATING SUPPORT 12"x3 "x " GRATING SUPPORT 12"x " GRATING SUPPORT 38" GRATING SUPPORT ANGLE. WELD TO W6x15 GRATING SUPPORT BEAM @ ALL CONTACT POINTS.
AutoCAD SHX Text
NOTE: ALL ALUMINUM STOPLOGS SHALL BE SUPPLIED BY CONTRACTOR CONTRACTOR IS RESPONSIBLE FOR CUTTING STOPLOGS TO PROPER LENGTH AND FABRICATING THE HOLES IN ALL STOPLOGS AS SHOWN. THE " 34" DIMENSION IS CRITICAL AND NEEDS TO BE CENTERED IN THE STOPLOG TO AVOID LEAKAGE. THE FINISHED SURFACE SHALL BE SMOOTH TO PROVIDE A FLAT SURFACE FOR THE STOPLOG ABOVE IT. THE CONTRACTOR SHALL DELIVER ALL STOPLOGS TO THE SITE. THE COST OF THE STOPLOG WORK SHALL BE PAID FOR BASED ON CONTRACTORS UNIT BID PRICE FOR "ALUMINUM STOPLOGS."
AutoCAD SHX Text
ALUMINUM STOPLOG DETAIL NOT TO SCALE
AutoCAD SHX Text
SUPPLIER MAY SPIT TS 6"x3"x " 14" TO FORM CHANNEL. CHANNELS WILL BE GALVANIZED.
AutoCAD SHX Text
STOPLOG CHANNEL DETAIL NOT TO SCALE
AutoCAD SHX Text
3"x3"x " GALVANIZED STOPLOG CHANNEL 14" GALVANIZED STOPLOG CHANNEL GUIDES: WELD TOGETHER, WELD TO PILE CAP @ ALL CONTACT POINTS "WATERTIGHT." SEE DETAILS THIS SHEET.
AutoCAD SHX Text
ALUMINUM STOPLOG LIFTING HOOK DETAIL NOT TO SCALE
AutoCAD SHX Text
2 REQ'D
AutoCAD SHX Text
TS 2"x2"x ", 316", WELD @ ALL CONTACT POINTS.
AutoCAD SHX Text
1 " DIA. BEND 14" DIA. BEND HOOK IN LINE WITH HANDLE.
AutoCAD SHX Text
34" SOLID SHAFTWELD TO TS 2"x2"x " 316" @ ALL CONTACT POINTS.
AutoCAD SHX Text
EXTRA REINFORCEMENT NEEDED HERE AS DETERMINED BY THE SUPPLIER.
AutoCAD SHX Text
GALVANIZING NOTE: ALL CATWALK COMPONENTS SHALL BE GALVANIZED. THIS INCLUDES: ALL W6x15 BEAMS, 3 " GRATING SUPPORT ANGLES, 24" GUSSETS, "x8" 12" GRATING SUPPORT ANGLES, 24" GUSSETS, "x8" 38"x8" PLATES, "x6" PLATES AND ANY OTHER ITEMS PERTAINING TO CATWALK. 38"x6" PLATES AND ANY OTHER ITEMS PERTAINING TO CATWALK. GRATING AND 3"x3"x " CHANNEL GUIDES SHALL ALSO BE GALVANIZED. 14" CHANNEL GUIDES SHALL ALSO BE GALVANIZED. ANY GALVANIZED COMPONENTS THAT ARE WELDED IN THE FIELD SHALL BE RE-PAINTED WITH A COLD GALVANIZATION PAINT TO MATCH. THE COST OF GALVANIZING IS CONSIDERED "INCIDENTAL" TO STRUCTURAL STEEL.
W6x15 CATWALK SUPPORT BEAM 4'-0" LONG, WELD TO PILE CAP AND GUSSET @ ALL CONTACTS. SEE DETAILS THIS SHEET.
AutoCAD SHX Text
DU CLASS II ROCK RIPRAP
AutoCAD SHX Text
W6x15 CATWALK SUPPORT BEAM 4'-0" LONG. SEE DETAILS THIS SHEET.
AutoCAD SHX Text
3"x3"x " GALVANIZED CHANNEL 14" GALVANIZED CHANNEL GUIDES, WELD TO PILE CAP @ ALL CONTACT POINTS. SEE DETAILS THIS SHEET.
AutoCAD SHX Text
TOP OF STOPLOGS/FSL ELEV. 1037.30
AutoCAD SHX Text
BTM INLET CH. ELEV. 1035.00
AutoCAD SHX Text
INC.
AutoCAD SHX Text
UNLIMITED
AutoCAD SHX Text
DUCKS
AutoCAD SHX Text
GREAT PLAINS REGIONAL OFFICE
AutoCAD SHX Text
PROJECT NO.
AutoCAD SHX Text
DATE:
AutoCAD SHX Text
SHEET NO.
AutoCAD SHX Text
APPROVED BY:
AutoCAD SHX Text
APPROVED BY:
AutoCAD SHX Text
CHECKED BY:
AutoCAD SHX Text
SURVEYED BY:
AutoCAD SHX Text
DRAWN BY:
AutoCAD SHX Text
DESIGNED BY:
AutoCAD SHX Text
7
AutoCAD SHX Text
.
AutoCAD SHX Text
.
AutoCAD SHX Text
MN-177-2
AutoCAD SHX Text
AMW
AutoCAD SHX Text
MLO
AutoCAD SHX Text
AMW
AutoCAD SHX Text
WARD LAKE WMA-WARD LAKE
AutoCAD SHX Text
SHEET PILE DETAILS #2
AutoCAD SHX Text
Number
AutoCAD SHX Text
Number
AutoCAD SHX Text
By
AutoCAD SHX Text
Date
AutoCAD SHX Text
Revisions
AutoCAD SHX Text
Sheet
AutoCAD SHX Text
Revision
AutoCAD SHX Text
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
AutoCAD SHX Text
2/18/2019
AutoCAD SHX Text
2/18/2019
E
E
F
F
D D
AutoCAD SHX Text
19" HATCH OPENING
AutoCAD SHX Text
TOP OF HANDRAILS ELEV. 1044.70±
AutoCAD SHX Text
TS 2"x2"x " HANDRAIL POSTS 316" HANDRAIL POSTS & HANDRAILS, WELD TO GRATING ANGLE FRAME @ ALL CONTACT POINTS.
AutoCAD SHX Text
WELD PADLOCK LOOP TO GRATING FRAME. LOOP TO PROTRUDE THROUGH CLOSED GRATING TO ACCEPT PADLOCK FROM AGENCY. 1 REQ'D
AutoCAD SHX Text
W6x15 HATCH SUPPORT BEAM. ONE REQUIRED IN STOPLOG BAYS ONLY. SEE SHEET 7.
AutoCAD SHX Text
WELD " PLATE (6"x6") BETWEEN W6x15 38" PLATE (6"x6") BETWEEN W6x15 HATCH SUPPORT BEAM & W6x15 CATWALK SUPPORT BEAM. THE " PLATE IS TO 38" PLATE IS TO ALLOW W6x15 HATCH SUPPORT BEAM TO BE FLUSH WITH 3 "x3 "x " GRATING 12"x3 "x " GRATING 12"x " GRATING 38" GRATING SUPPORT ANGLE. ONLY REQUIRED UNDER HATCH SUPPORT BEAM. SEE SHEET 7.
AutoCAD SHX Text
SECTION E-E SCALE: 1"=1'-0"
AutoCAD SHX Text
24"x24"x " GUSSET PLATE 38" GUSSET PLATE SEE SHEET 7.
AutoCAD SHX Text
W6x15 CATWALK SUPPORT BEAM RUNNING PERPENDICULAR TO SHEET PILE STRUCTURE. WELD TO GUSSET @ ALL CONTACT POINTS. SEE DETAILS SHEET 7.
AutoCAD SHX Text
W6x15 GRATING SUPPORT BEAM WELDED TO W6x15 CATWALK SUPPORT BEAM @ ALL CONTACT POINTS. SEE DETAILS SHEET 7.
AutoCAD SHX Text
TYPICAL STEEL GRATING McNICHOLS GW-100A 1"x ", 5.2LB/SF, GALVANIZED 18", 5.2LB/SF, GALVANIZED (OR APPROVED EQUAL) SPOT WELD GRATING TO ANGLE FRAME. BEARING BARS RUN PERPENDICULAR TO SHEET PILE STRUCTURE.
AutoCAD SHX Text
3 "x3 "x " GRATING SUPPORT ANGLE 12"x3 "x " GRATING SUPPORT ANGLE 12"x " GRATING SUPPORT ANGLE 38" GRATING SUPPORT ANGLE WELD TO W6x15 GRATING SUPPORT BEAM @ ALL CONTACT POINTS.
AutoCAD SHX Text
6" HEAVY DUTY HINGES, 3 REQ'D
AutoCAD SHX Text
TOP OF HANDRAILS ELEV. 1044.70±
AutoCAD SHX Text
TS 2"x2"x " HANDRAIL POSTS 316" HANDRAIL POSTS & HANDRAILS, WELD TO GRATING ANGLE FRAME AND EACH OTHER @ ALL CONTACT POINTS.
AutoCAD SHX Text
SECTION F-F SCALE: 1"=1'-0"
AutoCAD SHX Text
W6x15 CATWALK SUPPORT BEAM RUNNING PERPENDICULAR TO SHEET PILE STRUCTURE. WELD TO PILE CAP AND GUSSET @ ALL CONTACT POINTS. SEE DETAILS SHEET 7.
AutoCAD SHX Text
24"x24"x " GUSSET PLATE 38" GUSSET PLATE SEE SHEET 7.
AutoCAD SHX Text
WELD GUSSET PLATE TO PILE CAP AND SHEETING. ADDITIONAL STEEL REQ'D TO CONNECT GUSSET TO SHEETING.
AutoCAD SHX Text
TOP STOPLOGS/FSL ELEV. 1037.30
AutoCAD SHX Text
ALUMINUM STOPLOGS
AutoCAD SHX Text
3"x3"x " GALVANIZED CHANNEL GUIDES, WELD TO 14" GALVANIZED CHANNEL GUIDES, WELD TO PILE CAP @ ALL CONTACT POINTS. SEE DETAILS SHEET 7.
AutoCAD SHX Text
BTM INLET CH. ELEV. 1035.00
AutoCAD SHX Text
3:1 SLOPE
AutoCAD SHX Text
3:1 SLOPE
AutoCAD SHX Text
PLAN VIEW WATER CONTROL STRUCTURE SCALE: 1"=2'-0"
AutoCAD SHX Text
DU CLASS II ROCK RIPRAP
AutoCAD SHX Text
SECTION D-D SCALE: 1"=2'-0"
AutoCAD SHX Text
HORIZONTAL HANDRAILS NOT SHOWN. SEE DETAILS THIS SHEET.
AutoCAD SHX Text
PILE CAP
AutoCAD SHX Text
TYPICAL STEEL GRATING McNICHOLS GW-100A 1"x ", 5.2LB/SF, GALVANIZED 18", 5.2LB/SF, GALVANIZED (OR APPROVED EQUAL) SPOT WELD GRATING TO ANGLE FRAME. BEARING BARS RUN PERPENDICULAR TO SHEET PILE STRUCTURE.
AutoCAD SHX Text
FLOW
AutoCAD SHX Text
PILE CAP
AutoCAD SHX Text
NOTCH GRATING AROUND VERTICAL HANDRAIL POST. TYPICAL
AutoCAD SHX Text
3 "x3 "x " GRATING SUPPORT ANGLE 12"x3 "x " GRATING SUPPORT ANGLE 12"x " GRATING SUPPORT ANGLE 38" GRATING SUPPORT ANGLE WELD TO W6x15 GRATING SUPPORT BEAM @ ALL CONTACT POINTS.
AutoCAD SHX Text
6" HEAVY DUTY HINGES. 3 REQUIRED
AutoCAD SHX Text
TS 2"x2"x " HANDRAIL 316" HANDRAIL WELD @ ALL CONTACTS.
AutoCAD SHX Text
TOP OF HANDRAILS ELEV. 1044.70±
AutoCAD SHX Text
TS 2"x2"x " HANDRAIL 316" HANDRAIL POST WELD @ ALL CONTACTS.
AutoCAD SHX Text
TYPICAL STEEL GRATING McNICHOLS GW-100A 1"x ", 5.2LB/SF, GALVANIZED 18", 5.2LB/SF, GALVANIZED (OR APPROVED EQUAL) SPOT WELD GRATING TO ANGLE FRAME. BEARING BARS RUN PERPENDICULAR TO SHEET PILE STRUCTURE.
AutoCAD SHX Text
GALVANIZING NOTE: ALL CATWALK COMPONENTS SHALL BE GALVANIZED. THIS INCLUDES TS 2"x2"x " 316" HANDRAILS/POSTS, HEAVY DUTY HINGES, LOCKING LOOP, AND ANY OTHER ITEMS INCLUDED WITH CATWALK. ANY GALVANIZED COMPONENTS THAT ARE WELDED IN THE FIELD SHALL BE RE-PAINTED WITH A COLD GALVANIZATION PAINT TO MATCH. THE COST OF GALVANIZING IS CONSIDERED INCIDENTAL TO "STRUCTURAL STEEL."
AutoCAD SHX Text
MATERIAL LIST: CATWALK COMPONENTS: (ALL GALVANIZED) McNICHOLS BAR GRATING 173 S.F. 173 S.F. TS 2"x2"x " HANDRAIL POSTS 3'-8" LONG 18 REQ'D 316" HANDRAIL POSTS 3'-8" LONG 18 REQ'D 18 REQ'D TS 2"x2"x " HANDRAIL 173 L.F. 316" HANDRAIL 173 L.F. 173 L.F. 6" HEAVY DUTY HINGES 3 REQ'D 3 REQ'D HEAVY DUTY LOCKING LOOP 1 REQ'D 1 REQ'D 3 "x3 "x " GRATING SUPPORT ANGLES 90 L.F. 12"x3 "x " GRATING SUPPORT ANGLES 90 L.F. 12"x " GRATING SUPPORT ANGLES 90 L.F. 38" GRATING SUPPORT ANGLES 90 L.F. 90 L.F. DATA LOGGER PIPE: 2" GALVANIZED PIPE5.5 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 LENGTH OF STEEL STOCK BEYOND WHAT'S LISTED HERE MAY BE REQUIRED TO ALLOW FOR FABRICATION.
AutoCAD SHX Text
INSTALL 2" GALVANIZEDPIPE FOR DATA LOGGER. SEE DETAILS THIS SHEET.
AutoCAD SHX Text
2" DIA. GALVANIZED PIPE, 5'-6" LONG. WELD TO VERTICAL PILE CAP AND CHANNEL GUIDES SUFFICIENT ENOUGH FOR FIELD USE AS DETERMINED BY THE DU CONSTRUCTION MANAGER.
AutoCAD SHX Text
2" DIA. DATA LOGGER PIPE SHALL EXTEND WITHIN 3" OF BOTTOM PILE CAP AND ±3" BELOW GRATINGTO ACCEPT LOGGER CAP. DU WILL PROVIDE AND INSTALL DATA LOGGER EQUIPMENT, CONTRACTOR ONLY RESPONSIBLE FOR THE PIPE & INSTALLATION.
AutoCAD SHX Text
TOP AND BOTTOM OF PIPE ARE OPEN
AutoCAD SHX Text
DATA LOGGER PIPE DETAIL NOT TO SCALE
AutoCAD SHX Text
DRILL " DIA. HOLES ON TWO SIDES 12" DIA. HOLES ON TWO SIDES EVERY 6" ON CENTER UP TO 2.0' FROM BOTTOM.
AutoCAD SHX Text
RE-COAT WELDS WITH A COLD GALVANIZATION SPRAY. CONSIDERED INCIDENTAL.
AutoCAD SHX Text
W6x15 CATWALK SUPPORT BEAM 4'-0" LONG, WELD TO PILE CAP AND GUSSET @ ALL CONTACTS. SEE DETAILS SHEET 7.
AutoCAD SHX Text
INC.
AutoCAD SHX Text
UNLIMITED
AutoCAD SHX Text
DUCKS
AutoCAD SHX Text
GREAT PLAINS REGIONAL OFFICE
AutoCAD SHX Text
PROJECT NO.
AutoCAD SHX Text
DATE:
AutoCAD SHX Text
SHEET NO.
AutoCAD SHX Text
APPROVED BY:
AutoCAD SHX Text
APPROVED BY:
AutoCAD SHX Text
CHECKED BY:
AutoCAD SHX Text
SURVEYED BY:
AutoCAD SHX Text
DRAWN BY:
AutoCAD SHX Text
DESIGNED BY:
AutoCAD SHX Text
8
AutoCAD SHX Text
.
AutoCAD SHX Text
.
AutoCAD SHX Text
MN-177-2
AutoCAD SHX Text
AMW
AutoCAD SHX Text
MLO
AutoCAD SHX Text
AMW
AutoCAD SHX Text
WARD LAKE WMA-WARD LAKE
AutoCAD SHX Text
CATWALK DETAILS
AutoCAD SHX Text
Number
AutoCAD SHX Text
Number
AutoCAD SHX Text
By
AutoCAD SHX Text
Date
AutoCAD SHX Text
Revisions
AutoCAD SHX Text
Sheet
AutoCAD SHX Text
Revision
AutoCAD SHX Text
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
AutoCAD SHX Text
2/18/2019
AutoCAD SHX Text
2/18/2019
AutoCAD SHX Text
W6x15 CATWALK SUPPORT BEAM.
AutoCAD SHX Text
W6x15 CATWALK SUPPORT BEAM.
AutoCAD SHX Text
10" x 4" x " PLATE. 12" PLATE.
AutoCAD SHX Text
2" ROLLER BEARING (CAM FOLLOWER)WITH " THREADED STUD. ATTACH TO 78" THREADED STUD. ATTACH TO10" x 4" x " GALVANIZED PLATE. 12" GALVANIZED PLATE. TAP MATCHING THREADS IN PLATE AND ATTACH WITH STAINLESS STEEL NUT.
AutoCAD SHX Text
FISH BARRIER ASSEMBLY CONSISTS OF FOUR (4) BEARINGS AND TWO (2) 10" x 4" x " PLATES.12" PLATES.
AutoCAD SHX Text
PLAN VIEW SLIDING FISH BARRIER ASSEMBLY NOT TO SCALE
AutoCAD SHX Text
10" x 4" x " PLATE. 12" PLATE.
AutoCAD SHX Text
78" OR AS REQUIRED SS NUT.
AutoCAD SHX Text
3/16
AutoCAD SHX Text
1/2
AutoCAD SHX Text
5/32
AutoCAD SHX Text
1.25 " [31.75 mm]
AutoCAD SHX Text
2"
AutoCAD SHX Text
7/8-14
AutoCAD SHX Text
1"
AutoCAD SHX Text
2.00 " [50.80 mm]
AutoCAD SHX Text
1/32
AutoCAD SHX Text
MATERIAL LIST: GALVANIZED FISH FINGERS: 12" GALVANIZED SMOOTH BAR 4'-0" LONG30 REQ'D 12" GALVANIZED SMOOTH BAR CROSS SUPPORT 3'-8" LONG 1 REQ'D 1 " GALVANIZED STANDARD PIPE 3'-9 " LONG 1 REQ'D 14" GALVANIZED STANDARD PIPE 3'-934" LONG 1 REQ'D 1 REQ'D 1 " GALVANIZED SOLID STEEL SHAFT 4'-1 " LONG 1 REQ'D 14" GALVANIZED SOLID STEEL SHAFT 4'-134" LONG 1 REQ'D 1 REQ'D 2"x2"x " GALVANIZED PLATES 2 REQ'D 18" GALVANIZED PLATES 2 REQ'D 2 REQ'D 10"x4"x " GALVANIZED PLATE 2 REQ'D 12" GALVANIZED PLATE 2 REQ'D 2 REQ'D 2 REQ'D 2" CAM FOLLOWER (BEARING) w/2" STUD 4 REQ'D ASSEMBLY STOPS FOR BEAM 4 REQ'D 4 REQ'D *THIS LIST IS PROVIDED FOR INFORMATION ONLY. ADDITIONAL MATERIALS NOT LISTED HERE MAY BE REQUIRED. BIDDER IS RESPONSIBLE FOR VERIFYING ALL QUANTITIES. ALSO, ADDITIONAL LENGTH OF STEEL STOCK BEYOND WHAT'S LISTED HERE MAY BE REQUIRED TO ALLOW FOR FABRICATION.
AutoCAD SHX Text
CAM FOLLOWER (BEARING) DETAIL NOT TO SCALE
AutoCAD SHX Text
4'-0" LONG
AutoCAD SHX Text
2'-0"
AutoCAD SHX Text
CROSS BRACE GALVANIZED 12" DIA. SMOOTH BAR 3'-8" LONG 1 REQUIRED
1 " DIA. GALVANIZED 14" DIA. GALVANIZED SOLID STEEL SHAFT. 4'-1 " LONG (1 REQ'D). 34" LONG (1 REQ'D).
AutoCAD SHX Text
WELD " ROD TO 1 " DIA. 12" ROD TO 1 " DIA. 14" DIA. STEEL PIPE. SUPPLIER SHALL DRILL HOLE THROUGH PIPE AND SLEEVE " ROD BEFORE 12" ROD BEFORE WELDING TO MAXIMIZE STRENGTH.
1 " DIA. GALVANIZED 14" DIA. GALVANIZED SOLID STEEL SHAFT. 4'-1 " LONG (1 REQ'D). 34" LONG (1 REQ'D).
AutoCAD SHX Text
1 " GALVANIZED STANDARD STEEL PIPE 14" GALVANIZED STANDARD STEEL PIPE3'-9 " LONG, 1 REQ'D34" LONG, 1 REQ'D
AutoCAD SHX Text
GALVANIZED 2"x2"x " PLATE, DRILL 1 " DIAMETER 18" PLATE, DRILL ±114" DIAMETER HOLE THROUGH PLATE AND SLIDE 4'-1 " GALVANIZED 34" GALVANIZED SOLID SHAFT THROUGH, WELD 2"x2"x " PLATE TO 18" PLATE TO SHAFT CONTINUOUSLY ONCE DESIRED LOCATION OF SWINGING FINGERS HAS BEEN ESTABLISHED.
AutoCAD SHX Text
FIELD CUT & NOTCH CHANNEL GUIDE TO ALLOW FISH BARRIER ASSEMBLY TO SLIDE PAST FREELY. TYPICAL.
AutoCAD SHX Text
DETAIL "2" NOT TO SCALE
AutoCAD SHX Text
PILE CAP
AutoCAD SHX Text
PILE CAP
AutoCAD SHX Text
ALUMINUM STOPLOGS
AutoCAD SHX Text
BTM PILE CAP ELEV. 1035.03
AutoCAD SHX Text
FLOW
AutoCAD SHX Text
SECTION 1-1 SCALE: 1"=1'-0"
AutoCAD SHX Text
TOP STOPLOGS/FSL ELEV. 1037.30
AutoCAD SHX Text
TS 2"x2"x " HANDRAIL POST 316" HANDRAIL POST
AutoCAD SHX Text
GALVANIZED BAR GRATING
AutoCAD SHX Text
CROSS BRACE GALVANIZED 12" DIA. SMOOTH BAR 4' LONG 1 REQUIRED
AutoCAD SHX Text
SLIDING FISH BARRIER ASSEMBLY. SEE DETAILS THIS SHEET.
AutoCAD SHX Text
12" GALVANIZED SMOOTH BAR
AutoCAD SHX Text
DRILL " HOLE IN FLANGE 12" HOLE IN FLANGEFOR PADLOCK (AGENCY SUPPLIED). LOCATION TO BE DETERMINED IN THE FIELD.
AutoCAD SHX Text
GALVANIZED W6x15 CATWALK SUPPORT BEAM.
AutoCAD SHX Text
FLOW
AutoCAD SHX Text
SLIDING FISH BARRIER DETAIL NOT TO SCALE
AutoCAD SHX Text
10" x 4" x " PLATE. 12" PLATE. ATTACH BEARINGS AND FISH BARRIER ASSEMBLY. SEE DETAILS THIS SHEET.
AutoCAD SHX Text
GALVANIZED W6x15 HATCH SUPPORT BEAM.
AutoCAD SHX Text
GRATING
AutoCAD SHX Text
DRILL " HOLE IN 12" HOLE INFLANGE FOR PADLOCK.
AutoCAD SHX Text
WELD ASSEMBLY STOPS TO BEAM. (4 REQUIRED) EXACT LOCATION DETERMINED IN FIELD.
AutoCAD SHX Text
FRONT VIEW FISH FINGERS STANDING ON UPSTREAM SIDE OF STRUCTURE LOOKING DOWNSTREAM SCALE: 1"=1'-0"
AutoCAD SHX Text
PILE CAP
AutoCAD SHX Text
PILE CAP
AutoCAD SHX Text
3:1 SLOPE
AutoCAD SHX Text
3:1 SLOPE
AutoCAD SHX Text
TS 2"x2"x " HANDRAIL POST 316" HANDRAIL POST
AutoCAD SHX Text
ALUMINUM STOPLOG
AutoCAD SHX Text
DU CLASS II ROCK RIPRAP
AutoCAD SHX Text
1
AutoCAD SHX Text
1
AutoCAD SHX Text
INC.
AutoCAD SHX Text
UNLIMITED
AutoCAD SHX Text
DUCKS
AutoCAD SHX Text
GREAT PLAINS REGIONAL OFFICE
AutoCAD SHX Text
PROJECT NO.
AutoCAD SHX Text
DATE:
AutoCAD SHX Text
SHEET NO.
AutoCAD SHX Text
APPROVED BY:
AutoCAD SHX Text
APPROVED BY:
AutoCAD SHX Text
CHECKED BY:
AutoCAD SHX Text
SURVEYED BY:
AutoCAD SHX Text
DRAWN BY:
AutoCAD SHX Text
DESIGNED BY:
AutoCAD SHX Text
9
AutoCAD SHX Text
.
AutoCAD SHX Text
.
AutoCAD SHX Text
MN-177-2
AutoCAD SHX Text
AMW
AutoCAD SHX Text
MLO
AutoCAD SHX Text
AMW
AutoCAD SHX Text
WARD LAKE WMA-WARD LAKE
AutoCAD SHX Text
FISH FINGER DETAILS
AutoCAD SHX Text
Number
AutoCAD SHX Text
Number
AutoCAD SHX Text
By
AutoCAD SHX Text
Date
AutoCAD SHX Text
Revisions
AutoCAD SHX Text
Sheet
AutoCAD SHX Text
Revision
AutoCAD SHX Text
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
AutoCAD SHX Text
2/18/2019
AutoCAD SHX Text
2/18/2019
AutoCAD SHX Text
TOP VIEW LOCKING TUBE NOT TO SCALE
AutoCAD SHX Text
PLASMA CUT LIFTING HOLES IN TOP OF LOCKING TUBES, TYPICAL BOTH SIDES.
MATERIAL LIST: LOCKING TUBE COMPONENTS: (ALL ALUMINUM) TS 2"x2"x " 11'-2 " 14" 11'-2 " 11'-2 " 11'-2 " 12" *THIS LIST IS PROVIDED FOR INFORMATION ONLY. ADDITIONAL MATERIALS NOT LISTED HERE MAY BE REQUIRED. BIDDER IS RESPONSIBLE FOR VERIFYING ALL QUANTITIES. ALSO, ADDITIONAL LENGTH OF STEEL STOCK BEYOND WHAT'S LISTED HERE MAY BE REQUIRED TO ALLOW FOR FABRICATION.
AutoCAD SHX Text
LOCKING TUBE NOTE: PAYMENT FOR LOCKING TUBES INCLUDING: MATERIALS AND INSTALLATION SHALL BE PAID FOR BASED ON THE CONTRACTORS UNIT BID PRICE FOR "STRUCTURAL STEEL-LOCKING TUBES."
AutoCAD SHX Text
SIDE VIEW LOCKING TUBE NOT TO SCALE
AutoCAD SHX Text
N
AutoCAD SHX Text
EXISTING CHANNEL
AutoCAD SHX Text
FLOW
AutoCAD SHX Text
FLOW
AutoCAD SHX Text
INSTALL MnDOT CATEGORY 3 EROSION CONTROL BLANKET ALONG DOWNSTREAM OUTLET CHANNEL SLOPES AS SHOWN. INSTALL AS MANUFACTURE RECOMMENDS. 300 SQUARE YARDS BOTH SIDES OF CHANNEL.
AutoCAD SHX Text
INSTALL MnDOT CATEGORY 3 EROSION CONTROL BLANKET ALONG EMBANKMENTS NEXT TO WATER CONTROL STRUCTURE AS SHOWN. INSTALL AS MANUFACTURE RECOMMENDS. 200 SQUARE YARDS INCLUDING BOTH NORTH/SOUTH EMBANKMENTS.
AutoCAD SHX Text
INSTALL 500 L.F. OF SILT SOCK AROUND CHANNEL SPOIL. INSTALL AS MANUFACTURE RECOMMENDS.
AutoCAD SHX Text
INSTALL TEMPORARY ROCK CHECK DAM DOWNSTREAM OF CONSTRUCTION AREA PRIOR TO THE START OF CONSTRUCTION.
AutoCAD SHX Text
INSTALL 175 L.F. OF SILT SOCK ON UPSTREAM AND DOWNSTREAM TOE OF EMBANKMENT AND ALONG OUTLET CHANNEL AS SHOWN. 350 L.F. TOTAL. INSTALL AS MANUFACTURE RECOMMENDS.
AutoCAD SHX Text
INC.
AutoCAD SHX Text
UNLIMITED
AutoCAD SHX Text
DUCKS
AutoCAD SHX Text
GREAT PLAINS REGIONAL OFFICE
AutoCAD SHX Text
PROJECT NO.
AutoCAD SHX Text
DATE:
AutoCAD SHX Text
SHEET NO.
AutoCAD SHX Text
APPROVED BY:
AutoCAD SHX Text
APPROVED BY:
AutoCAD SHX Text
CHECKED BY:
AutoCAD SHX Text
SURVEYED BY:
AutoCAD SHX Text
DRAWN BY:
AutoCAD SHX Text
DESIGNED BY:
AutoCAD SHX Text
10
AutoCAD SHX Text
.
AutoCAD SHX Text
.
AutoCAD SHX Text
MN-177-2
AutoCAD SHX Text
AMW
AutoCAD SHX Text
MLO
AutoCAD SHX Text
AMW
AutoCAD SHX Text
WARD LAKE WMA-WARD LAKE
AutoCAD SHX Text
PLAN VIEW EROSION CONTROL
AutoCAD SHX Text
Number
AutoCAD SHX Text
Number
AutoCAD SHX Text
By
AutoCAD SHX Text
Date
AutoCAD SHX Text
Revisions
AutoCAD SHX Text
Sheet
AutoCAD SHX Text
Revision
AutoCAD SHX Text
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
AutoCAD SHX Text
LOCKING TUBE DETAILS
AutoCAD SHX Text
SEED MIX NOTE: MNDNR SHALL APPROVE FINAL SEED MIX. IF MIX DIFFERS FROM THAT SHOWN, MNDNR WILL PROVIDE A LOCAL NATIVE SEED MIX.
AutoCAD SHX Text
ESTIMATED QUANTITIES: MnDOT CATEGORY 3 EROSION BLANKET: STRUCTURE EMBANKMENT: 200 S.Y. 200 S.Y. S.Y. D-S CHANNEL SLOPES: 300 S.Y. 300 S.Y. S.Y. TOTAL: 500 S.Y. 500 S.Y. S.Y. SILT SOCK: EMBANKMENT: 350 L.F. 350 L.F. L.F. DISPOSAL AREA: 500 L.F. 500 L.F. L.F. . TOTAL: 850 L.F. 850 L.F. L.F. TEMPORARY ROCK CHECK DAM: DOWNSTREAM SIDE NEW CHANNEL 1 L.S. 1 L.S. L.S. SEEDING: CONSTRUCTION AREA 2.2 AC 2.2 AC AC MnDOT TYPE 1 MULCH: CONSTRUCTION AREA 2.2 AC* 2.2 AC* AC* *MULCH APPLIED AT 2.0 TON/ACRE WITH DISKING
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
AutoCAD SHX Text
STORM WATER POLLUTION PREVENTION PLAN THE Minnesota General Permit Authorization to Discharge Stormwater Associated with Construction Activity issued on August 1, 2008 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 Sheets 3, 4, 5, 6 & 10 of these plans for the project limits. These sheets cover channel excavation, embankment construction and seeding areas. SITE DESCRIPTION Project Description: The purpose of the project is to install a water control structure, embankment for the purpose of managing water levels on Ward Lake. Work will include installing an sheet pile watercontrol structure which discharges into Judicial Ditch 17 and excavating a channel into the lake for drawdown. Site Map(s): See map on sheet 11 of plans. Major Soil Disturbing Activities (check all that apply): Clearing & Grubbing Clearing & Grubbing X Grading & Shaping Grading & Shaping X Cutting & Filling Cutting & Filling Other (describe): Other (describe): Total Project Area: 2.2 Acres Total Area to Be Disturbed: 2.2 Acres Existing Impervious Area: 0.0 Acres Proposed Impervious Area: 0.0 Acres Name of Receiving Water Body/Bodies: Judicial Ditch 17. 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: Historical places or archeological sites have been addressed by the MnDNR. Quantities Tabulation for All BMPs: See estimated quantities and construction notes in plans.
AutoCAD SHX Text
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, 10 & this sheet 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 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 Sheet Stone Rip Rap Sheet X Rock Check Dams Rock Check Dams Sediment Traps/Basins Sediment Traps/Basins 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? X Yes No X Yes No Yes No 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.
AutoCAD SHX Text
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 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 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 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.
AutoCAD SHX Text
%%UTEMPORARY ROCK CHECK DAM DETAIL
AutoCAD SHX Text
NOT TO SCALE
AutoCAD SHX Text
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, Nicollet Field 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 (January 17-18, 2018, St. Cloud, MN). His certification expires January 18, 2020. 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.
AutoCAD SHX Text
WARD LAKE WMA-WARD LAKE
AutoCAD SHX Text
STORM WATER POLLUTION TORM WATER POLLUTION PREVENTION PLAN
AutoCAD SHX Text
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 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 fence. 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 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 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. Pollution Prevention Management Measures Solid Wastes Collected sediment, asphalt, and concrete millings, floating debris, paper, plastic, fabric, construction and and demolition debris and other wastes must be disposed of disposed of properly and must comply with the MPCA disposal MPCA disposal requirements. Hazardous Materials Oil, gasoline, paint and any hazardous substances must be properly stored, including secondary containment, to prevent spills, leaks or other discharge. discharge. Restricted access to storage areas must be provided to be provided to prevent vandalism. Storage and disposal of hazardous disposal of hazardous waste must be in compliance with MPCA regulations. with MPCA regulations. Vehicle Washing External washing of trucks and other construction vehicles must be limited to a defined area of the site. site. Runoff must be contained and waste properly disposed of. disposed of. No engine degreasing is allowed on site. 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 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 runoff from the concrete washout operation or areas. areas. Liquid and solid wastes must be disposed of properly properly and in compliance with MPCA regulations. A sign A sign must be installed adjacent to each washout facility to facility to inform concrete equipment operators to utilize the proper utilize the proper facilities.
AutoCAD SHX Text
NOTE: TEMPORARY ROCK CHECK DAM SHALL BE INSTALLED PRIOR TO ANY WORK BEING DONE AND SHALL CONSIST OF DU CLASS I OR II RIPRAP (APP. 7 TON). MNDOT TYPE IV GEOTEXTILE HALL BE PLACED UNDER ROCK. ROCK AND FABRIC SHALL BE REMOVED PRIOR AND ROCK USED AS ADDITIONAL RIPRAP.
![LISTA DE GANADORES - AGOSTO RANGO ESTRELLA2].pdfaaron alberto villarreal hernandez aaron alejandro alfaro cota. aaron david gonzalez sandoval aaron garcia mundaca: abby de los angeles](https://img.dokumen.tips/doc/110x75/600858560ac3ae66957ab820/lista-de-ganadores-agosto-rango-estrella-2pdf-aaron-alberto-villarreal-hernandez.jpg)
