SITE GRADING, BERM CONSTRUCTION, WATER ......®BOLTON &MENK ESTIMATE REFERENCE INFORMATION ESTIMATED...
Transcript of SITE GRADING, BERM CONSTRUCTION, WATER ......®BOLTON &MENK ESTIMATE REFERENCE INFORMATION ESTIMATED...
CONSTRUCTION PLANS FOR
CREP PROJECT NO HAR882213A
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PROJECT LOCATION
REV A
PLAN REVISIONS ISSUED FOR
FINAL
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SITE GRADING BERM CONSTRUCTION WATER CONTROL STRUCTURES RIP RAP EROSION AND SEDIMENT CONTROL
HARDIN COUNTY IOWA JUNE 2018
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HARDIN COUNTY IOWA - PROJECT LIMITS
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1519 BALTIMORE DRIVE AMES IOWA 50010
Phone (515)-233-6100 Email Amesbolton-menkcom
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PROJECT DATUM
IOWA REGIONAL COORDINATE SYSTEM IRCS-4
SHEET NO 10
SHEET INDEX
SHEET TITLE TITLE SHEET
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ESTIMATED QUANTITIES AND REFERENCE NOTES EXISTING SITE PLAN
30 40 41 50 51 52 53 60 61 62 80
FINAL PLAN DESIGN BERM PLAN AND PROFILE BERM PLAN AND PROVILE PRIMARY WEIR OUTLET PLAN AND PROFILE PIPE BYPASS PLAN AND PROFILE STRUCTURE DETAILS MISCELLANEOUS DETAILS EXISTING WATERWAY PLAN AND PROFILE RIP RAP RIFFLE CROSS SECTION RIP RAP RIFFLE DETAILS SEEDING AREAS
THIS PLAN SET CONTAINS 14 SHEETS
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I HEREBY CERTIFYTHATTHIS ENGINEERING DOCUMENT WAS PREPARED BY ME OR UNDER MY DIRECT PERSONAL SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF IOWA
f pound JONATHAN P~ ~ tj ROSENGREN ~ ~ i- 21661 j
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MY LICENSE RENEWAL DATE IS DECEMBER 31 2018
PAGES OR SHEETS COVERED BY THISSEAL
All SHEET
IOWA DEPARTMENT OF AGRICULTURE HARDIN COUNTY CREP SITE PROJECT NO HAR882213A
TITLE SHEET
SHEET
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NOTE EXISTING UTILITY INFORMATION SHOWN ON THIS PLAN HAS BEEN PROVIDED BY THE UTILITY OWNER THE CONTRACTOR SHALL FIELD VERIFY EXACT LOCATIONS PRIOR TO COMMENCING CONSTRUCTION AS REQUIRED BY STATE LAW NOTIFY IOWA ON CALL 1-800-292-8989
THE SUBSURFACE UTILITY INFORMATION IN THIS PLAN IS UTILITY QUALITY LEVEL D THIS UTILITY QUALITY LEVEL WAS DETERMINED ACCORDING TO THE GUIDELINES OF CIASCE 38-02 ENTITLED STANDARD GUIDELINES FOR THE COLLECTION AND DEPICTION OF EXISTING SUBSURFACE UTILITY DATA
GOVERNING SPECIFICATIONS THE SPECIFICATIONSAS PREPARED BY IOWA DEPARTMENT OF AGRICULTURE AND LAND STEWARDSHIP AND BOLTON amp MENK INC SHALL BE CONSIDERED AS PART OF THIS DOCUMENT NATURAL RESOURCES CONSERVATION SERVICE CONSTRUCTION SPECIFICATIONS SHALL APPLY
THE 2018 EDITION OF THE IOWA STATEWIDE URBAN STANDARD SPECIF ICATIONS FOR PUBLIC IMPROVEMENTS SHALL GOVERN
IOWA DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS FOR HIGHWAY AND BRIDGE CONSTRUCTION SERIES 2015 AND ALL CURRENT GENERAL SUPPLEMENTAL SPECIFICATIONS AND MATERIALS INSTRUCTIONAL MEMORANDUM SHALL GOVERN AS REFERENCED
ALL APPLICABLE FEDERAL STATE AND LOCAL LAWS AND ORDINANCES WILL BE COMPLIED WITH IN TH ECONSTRUCTION OF THIS PROJECT
(ti Bolton amp Menk Inc 2018 All Rights Reserved H1DALSA14115697CADC3DSheet OWG C3D 201B115697_C10dwg 12202018 8 34 AM
regBOLTON ampMENK
ESTIMATED PROJECT QUANTITIESESTIMATE REFERENCE INFORMATION ITEM NO DESCRIPTION
1 TOPSOIL STRIP SALVAGE AND RESPREAD THIS IS THE QUANTITY TO REMOVE SALVAGE AND STOCKPILE 12 OF EXISTING MATERIAL FROM ALL AREAS TO BE EXCAVATED OR DISTURBED TO INCLUDE THE 1 BERM SUBCUT ALL AREAS TO RECEIVE SEED BORROW AREAS AND EXCAVATIONS BELOW THE NORMAL POOL ELEVATION SHALL HAVE A MINIMUM OF 6 OF TOPSOIL PLACED
2 CLEARING AND GRUBBING THIS SHALL BE CONSIDERED FULL COMPENSATION TO REMOVE ALL TREES STUMPS AND BRUSH FROM WITHIN THE WETLAND BOUNDARY AREA
3 STRUCTURE SEEDING FERTILIZING AND MULCHING THIS SEED IS FOR THE EMBANKMENT AND BERM AREA PIPE BENCHING AREA AND AREAS WHERE THE GROUND SLOPES WILL BE STEEPER THAN 51 THIS WILL INCLUDE ANY TOPSOIL WASTE AREAS OR SLOPES FROM TH BORROW AREA TO THE EXISTING GROUND MULCHING SHALL BE INCLUDED FOR THIS AREA
4 MOBILIZATIONDEMOBILIZATION THIS WORK SHALL INCLUDE THE MOBILIZATION AND DEMOBILIZATION OF THE CONTRACTORS FORCES AND EQUIPMENT FOR PERFORMING THE WORK UNDER THE CONTRACT ANY INSTALLATION OF THE SILT FENCE THROUGH ANY AREA SHALL BE CONSIDERED INCIDENTAL TO THIS ITEM THE USE OF THE TEMPORARY CONSTRUCTION ACCESS SHALL INCLUDE DEEP TILLAGE OF THE AREA ONCE CONSTRUCTION IS COMPLETE AND IS CONSIDERED INCIDENTAL TO THIS ITEM
5 DRAINAGE TILE INVESTIGATION AND REMOVAL THIS ITEM WILL CONSIST OF THE EXPLORATORY EXCAVATIONS REQUIRED TO LOCATE AND ABANDON THE TILES SHOWN ON THE PLANS OR NOT SHOWN THIS IS FULL COMPENSATION FOR THE EXCAVATION BACKFILLING AND ABANDONMENT OF THE TILE TRENCHES WITHIN THE PERMANENT EASEMENT BOUNDARY
6 EXCAVATION THIS IS FULL COMPENSATION FOR THE EXCAVATION REQUIRED FOR THE POOL AREA AND OUTLET CHANNEL THIS INCLUDES THE CONSTRUCTION OF THE EMBANKMENT BERM (DIKE) OF 2460 CY TO THE SLOPES AND EVEVATIONS DETAILED ON THE PLANS THE CONTRACTOR SHALL PROVIDE A MINIMUM ALLOWABLE SETTLEMENT OF 5 OF THE TOTAL FILL DEPTH WHEN CONSTRUCTING THE BERM THIS ADDITIONAL QUANTITY OF MATERIAL IS NOT FIGURED INTO THE BID QUANTITY EXCESS MATERIAL FROM EXCAVATIONS CAN BE USED OR WASTED HERE TO BUILD SLOPES THIS QUANTITY ASSUMED A 35 SHRINKAGE FACTOR ON THE MATERIAL
7 RCP 12 DIAMETER THIS IS FULL COMPENSATION FOR INSTALLATION BEDDING AND BACKFILLING OF THE BYPASS PIPING LENGTH IS BASED FROM CENTER OF STRUCTURE TO CENTER OF STRUCTURE AND THROUGH BENDS BEDDING SHALL BE CLASS R-2 WITH CLASS V PIPE
8 RCP 30 DIAMETER THIS IS FULL COMPENSATION FOR INSTALLATION BEDDING AND BACKFILLING OF THE OUTLET PIPING LENGTH IS BASED FROM CENTER OF STRUCTURE TO APRON BEDDING SHALL BE SELECT CLAY HAND TAMPED TO SPRINGLINE WITH CLASS IV PIPE ALL JOINTS SHALL BE CONNECTED PIPE JOINTS SEE IOWA DOT STANDARD ROAD PLAN DR-121
9 STRUCTURE SW-513 (36 WALL WIDTH) THIS SHALL BE CONSTRUCTED ACCORDING TO IOWA STATEWIDE URBAN STANDARD SPECIFICATIONS FOR PUBLIC IMPROVEMENTS THE CASTING LID SHALL BE BOLTED TO THE CASTING
10 STRUCTURE SW-513 (54 WALL WIDTH) THIS SHALL BE CONSTRUCTED ACCORDING TO IOWA STATEWIDE URBAN STANDARD SPECIFICATIONS FOR PUBLIC IMPROVEMENTS THE CASTING LID SHALL BE BOLTED TO THE CASTING
11 APRON RCP 30 DIAMETER THIS SHALL BE CONSTRUCTED ACCORDING TO IOWA STATEWIDE URBAN STANDARD SPECIFICATIONS FOR PUBLIC IMPROVEMENTS ALL JOINTS SHALL BE CONNECTED PIPE JOINTS SEE IOWA DOT STANDARD ROAD PLAN DR-121
12 FOOTING FOR CONCRETE PIPE APRON D=30 THIS SHALL BE CONSTRUCTED ACCORDING TO IOWA STATEWIDE URBAN STANDARD SPECIFICATIONS FOR PUBLIC IMPROVEMENTS AS DETAILED IN FIGURE 4030221
13 RIP RAP CLASS E THIS ITEM INCLUDES EXCAVATION GEOTEXTILE FABRIC PLACEMENT (178 SY) AND RIP RAP MATERIAL PLACEMENT AS SHOWN PER PLANS THIS MATERIAL SHALL MEET THE IOWA DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS FOR HIGHWAY AND BRIDGE CONSTRUCTION SERIES 2015 SECTION 2507 FOR CLASS E REVETMENT
14 SILT FENCE OR SILT FENCE DITCH CHECKS SILT FENCE OR SILT FENCE DITCH CHECKS TO BE INSTALLED DURING CONSTRUCTION ITEM INCLUDES ANCHORING POSTS MAINTENANCE AND CLEANING REMOVAL AND RESTORATION OF THE AREA TO FINISHED GRADE AND DISPOSAL
ITEM NO WORK OR MATERIALS NRCS SPEC NO
SUDAS SPEC NO TOTAL UNIT AS BUILT QTY
1 TOPSOIL STRIP SALVAGE AND RESPREAD IA-1 26 5187 CY 2 CLEARING AND GRUBBING IA-1 1 LS 3 STRUCTURE SEEDING FERTILIZING AND MULCHING IA-6 19 AC 4 MOBILIZATIONDEMOBILIZATION IA-8 1 LS 5 DRAINAGE TILE INVESTIGATION AND REMOVAL IA-9 1 LS 6 EXCAVATION IA-21 23 3785 CY 7 RCP 12 DIAMETER IA-46 741 LF 8 RCP 30 DIAMETER IA-46 82 LF 9 STRUCTURE SW-513 (36 WALL WIDTH) 6010-108-B1 2 EA
10 STRUCTURE SW-513 (54 WALL WIDTH) 6010-108-B2 1 EA 11 APRON RCP 30 DIAMETER 4030-108-B-1 1 EA 12 FOOTING FOR CONCRETE PIPE APRON D=30 4030-108-C-1 1 EA 13 RIP RAP CLASS E IA-61 155 TN 14 SILT FENCE OR SILT FENCE DITCH CHECKS 9040-108-N-1 2500 LF
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AMES IOWA 50010 Phone (515) 233-6100
Email Amesbolton-menkcom wwwbolton-menkcom
NO REVISION DATE
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CLIENT PROJ NO
DESIGNED
11 ESTIMATED QUANTITIES AND ESTIMATE REFERENCE NOTES
JLH A FINAL 051518 IOWA DEPARTMENT OF AGRICULTURE RMC HARDIN COUNTY CREP SITE PROJECT NO HAR882213A JPR
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OWNER JAMES THOMS
SEC 13 T88N R22W
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OWNER JAMES THOMS
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DRAWNAMES IOWA 50010 Phone (515) 233-6100
CHECKED Email Amesbolton-menkcom
wwwbolton-menkcom CLIENT PROJ NO
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OWNER JAMES THOMS
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NW NE
20 MIN
20 MIN
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WETLAND ELEV INCREMENTAL CUMULATIVE CUMULATIVE DESIGN CRITERIA VALUE UNIT REQUIREMENT POOL DEPTH
(FT) 00 05 10 15 20 25 30 35 40
(FT) 10950 10955 10960 10965 10970 10975 10980 10985 10990
AREA (FT2) 5194
30182 91115
154604 247549 273117 280455 284872 289327
VOLUME (FT3)
8844 39168
100598 201136 331303 469696 611028 754578
VOLUME (AC-FT)
000 020 090 231 462 761
1078 1403 1732
WATERSHED AREA POOL NORMAL WATER LEVEL (NWL) ELEV DESIGNED WETLAND POOL AREA ( NWL)
PERCENT POOL AREA TO WATERSHED AREA MAXIMUM POOL DEPTH AVERAGE POOL DEPTH DEEP WATER AREA (DEPTH gt 3 FT)
PERCENT DEEP WATER TO POOL AREA POOL STORAGE VOLUME AT NWL BERM ELEVATION POOL STORAGE VOLUME AT TOP OF DIKE MAXIMUM BERM HEIGHT
1441 109700
58 04 2
08 00 00 46
109840 173
109840
ACRES FT
ACRES FT FT
ACRES
ACRE-FT FT
ACRE-FT FT
1427 AC TILE 14 AC DIRECT
Range 05 to 2 of watershed area
Less than 25
AVERAGE BERM HEIGHT 20 FT BERM LENGTH 1436 FT PRIMARY WEIR ELEVATION 109700 FT PRIMARY WEIR WIDTH 18 FT AREA OF BUFFER 98 ACRES RATIO BUFFER AREA TO NWL POOL AREA 17 Less than 4
25-YEAR STORM HWL IN POOL 109735 FT 25-YEAR PEAK INFLOW 4816 CFS 25-YEAR PEAK OUTFLOW 1255 CFS 100-YEAR STORM HWL IN POOL 109749 FT 100-YEAR PEAK INFLOW 7035 CFS 100-YEAR PEAK OUTFLOW 1655 CFS
0 25 50 HORZ
SCALE FEET
30 RCP APRON WTOE WALL FL ELEV 109218 PROPOSED PRIMARY WEIR STRUCTURE
(SW-513 WALL WIDTH = 54 SQ) RIMINLET ELEV 10970 INVERT OUT ELEV 109226 SUMP ELEV 109126
100 YEAR STORM POOL HWL ELEV 109749
NORMAL POOL ELEV 109700 GRADING NOTES
1 REMOVE ALL TREES AND BRUSH THAT MAY LIE BELOW THE NORMAL POOL ELEVATION 109700
2 ALL EXISTING FIELD TILE SHALL BE OBLITERATED WITHIN THE BERM STRUCTURE EASEMENT BOUNDARY
3 TOPSOIL STRIPPING (SPEC SECT IA-1) AND SITE GRADING (SPEC SECT IA-21) SHALL CONSIST OF ALL GRADING INSIDE OF POOL AREA EXCLUDING THE BERM AND BORROW AREAS ALL OTHER EXCESS TOPSOIL FROM POOL AREA SHALL BE STOCKPILED DURING BERM CONSTRUCTION OR SPREAD IN DESIGNATED WASTE AREA
4 CLAY MATERIAL EXCAVATED FROM CLAY BORROW AREA SHALL BE USED IN CONSTRUCTION OF BERM FILL USED FOR BERM CONSTRUCTION IS INCLUDED AS EARTHFILL (SPEC SECT IA-23)
5 SPREAD 6 OF TOPSOIL IN PRIMARY BORROW AREA AND BERM AREA AFTER CONSTRUCTION ACCORDING TO SPEC SECT IA-26 TOPSOIL IS NOT REQUIRED ON ANY PORTIONS OF SITE BELOW ELEVATION 10940
6 STRIP AND SALVAGE 6 OF TOPSOIL FROM BORROW AREAS AFTER BORROW OPERATIONS ARE COMPLETED SPREAD TOPSOIL UNIFORMLY OVER THE BORROW AREA (INCLUDING AREAS BELOW THE WETLAND NORMAL POOL ELEVATION BUT NOT SLOPES OF DEEP POOL AREA (BELOW 10940)
7 STRIPPED AND REMOVED UNSUITABLE MATERIALS IF ANY ARE TO BE DISPOSED OF IN DESIGNATED AREAS AS DIRECTED BY ENGINEER AND PRIOR TO TOPSOIL PLACEMENT
8 IN TOPSOIL WASTE AREAS FEATHER TOPSOIL INTO SLOPE SO THAT OVERLAND FLOW IS NOT IMPEDED
9 ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH STATE AND LOCAL REGULATIONS CODES AND OSHA STANDARDS
PROPOSED STRUCTURE (SW-513 WALL WIDTH = 36 SQ) RIMINLET ELEV 10970 INVERT ELEV 10940 CLEAR amp GRUB THAT SUMP ELEV 10920 NECESSARY FOR PIPE
INSTALLATION
180T
H ST
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BYPASS PIPING
LEGEND PROPOSED RIP RAP RIFFLE
PROPOSED STRUCTURE (SW-513 WALL WIDTH = 36)ELEVATION POOL 10970 RIM ELEV 10976 INVERT ELEV 109461
ELEVATION 100 YR POOL HWL 109749CONSTRUCT BERM WITH 10 TOP
1 31 SIDE SLOPES ON POOL SIDE 2 61 SIDE SLOPES ON RIVER SIDE EASEMENT BOUNDARY
3 TOP ELEV 10984
SILT FENCE H AVENUE NO REVISION DATEDESIGNED
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wwwbolton-menkcom CLIENT PROJ NO
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0 25 50 0 5 10 VERTHORZ 40
SCALE FEET SCALE FEET BERM PLAN AND PROFILER
NO REVISION DATEDESIGNED SHEET
1519 BALTIMORE DRIVE DRAWNAMES IOWA 50010
Phone (515) 233-6100 CHECKED
Email Amesbolton-menkcom wwwbolton-menkcom CLIENT PROJ NO
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PROPOSED TOP OF BERM ELEV 10984
EXISTING GRND PROFILE 1 SUBCUT
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0 25 50 0 5 10 VERTHORZ 41
SCALE FEET SCALE FEET BERM PLAN AND PROFILER
NO REVISION DATEDESIGNED SHEET
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100 YEAR STORM POOL HWL ELEV 109749
NORMAL POOL ELEV 109700
EASEMENT BOUNDARY (TYP)
INSTALL RIP RAP FOR OUTLET GENERAL CONSTRUCTION NOTES CHANNEL (100 TN) 1 30 RCP PIPE JOINTS SHALL BE TIED PER IOWA DOT
STANDARD ROAD PLAN DR-121 2 30 RCP PIPE BEDDING MATERIAL SHALL BE SELECT CLAY
BACKFILL HAND TAMPED TO THE SPRINGLINE OF PIPE ROCK BEDDING WILL NOT BE ACCEPTABLE
3 30 RCP APRON WGUARD SHALL BE TIED TO 30 RCP OUTLET PIPE
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1110
1105
1100
1095
1090
1085
1080
1075
SOU
TH F
ORK
IOW
A RI
VER
EXISTING GRND PROFILE
PROPOSED TOP BERM ELEV 10990
NWL = 10970
ST-3 SW-513 N 54 SQ WALLS
STA 1+08
RIMINLET=109700
I=109226 30 S
82 - 30 RCP 009
INSTALL 30 RCP APRON AND APRON SECTION FOOTING (SEE SUDAS FIGURE 4030221)
1097
810
921
8
1097
310
922
1
1097
110
922
3
1096
910
922
5
1115
1110
1105
1100
1095
1090
1085
1080
1075 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 5+50 6+00 6+50 7+00 7+50
0 25 50 0 5 10 VERTHORZ 50
SCALE FEET SCALE FEET PRIMARY WEIR OUTLET PLAN AND PROFILER
NO REVISION DATEDESIGNED SHEET
1519 BALTIMORE DRIVE DRAWNAMES IOWA 50010
Phone (515) 233-6100 CHECKED
Email Amesbolton-menkcom wwwbolton-menkcom CLIENT PROJ NO
JLH A FINAL 051518 IOWA DEPARTMENT OF AGRICULTURE RMC HARDIN COUNTY CREP SITE PROJECT NO HAR882213A JPR
A14115697
-----
---
--- ----------------------~ ____ fl_
I
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I I I I I
I ~ I I I
~
I
6+00
12 RCP
12 RCP 29deg
14
14
0+00
12RCP
22deg
7+4396
7+00
12RCP
42deg
SOUTH FORK IOWA RIVER
1+00
2+00
3+00
4+00
5+00
gtgtgtgt
gtgtgtgt
gtgtgtgt
gtgtgtgt
gtgt gtgtgtgt
gtgt gtgt
gtgt gtgt
gtgt
gtgtgtgt
gtgt gtgtgtgt
gtgt gtgt gtgt gtgtgtgt gtgt
gtgt
gtgt
gtgt
100 YEAR STORM POOL HWL ELEV 109749 EASEMENT BOUNDARY (TYP)
NORMAL POOL ELEV 109700
PROPOSED STRUCTURE ST-2 (SW-513 WALL WIDTH = 36 SQ) RIMINLET ELEV 10970 INVERT ELEV 10940 SUMP ELEV 10920
PROPOSED STRUCTURE ST-1 (SW-513 WALL WIDTH = 36) RIMINLET ELEV 10976
INVERT ELEV 109461
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18 8
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34 A
M
1115
1110
1105
1100
1095
1090
1085
1080
1075
ST-2 SW-513 N 36 SQ WALLS
STA 0+03
R=109700
I=109400 12 N
EXISTING GRND PROFILE
NWL 10970
ST-1 SW-513 N 36 SQ WALLS
STA 7+44
RIMINLET=109760
I=109461 12 W EXISTING GROUND
STA 7+4396 ELEV 109765
VPI 7+4396VPI 0+0306 EL 109461 EL 109400
90 - 12 RCP 008107 - 12 RCP 00892 - 12 RCP 008452 - 12 RCP 008
1096
3
1097
110
940
2
1097
210
940
4
1099
310
940
6
1103
410
940
8
1108
810
941
0
1113
210
941
2
1115
110
941
4
1115
910
941
6
1112
110
941
8
1107
810
942
0
1104
410
942
2
1102
410
942
4
1100
310
942
7
1100
210
942
9
1100
410
943
1
1101
110
943
3
1101
610
943
5
1101
210
943
7
1100
310
943
9
1100
110
944
1
1099
910
944
3
1100
210
944
5
1100
410
944
7
1100
010
944
9
1099
810
945
1
1102
110
945
3
1099
710
945
5
1099
510
945
7
1098
710
945
9
1115
1110
1105
1100
1095
1090
1085
1080
1075 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 5+50 6+00 6+50 7+00 7+50
0 25 50 0 5 10 VERTHORZ 51
SCALE FEET SCALE FEET PIPE BYPASS PLAN AND PROFILER
NO REVISION DATEDESIGNED SHEET
1519 BALTIMORE DRIVE DRAWNAMES IOWA 50010
Phone (515) 233-6100 CHECKED
Email Amesbolton-menkcom wwwbolton-menkcom CLIENT PROJ NO
JLH A FINAL 051518 IOWA DEPARTMENT OF AGRICULTURE RMC HARDIN COUNTY CREP SITE PROJECT NO HAR882213A JPR
A14115697
-
--
T
T
I
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T
0
0 -----------
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0 I
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IMBOLTON illampMENK
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0
0
0
0
0
0
0 0
I
FIGURE 6010513 STANDARD ROAD PIAN SW-513
_ _ REVISIONS Changed Invert callout to Concrete Fillet Updated line work and Iowa DOT
and SUDAS logo
REVISION
1 04-17-18
SHEET 1 of 1
OPEN-SIDED AREA INTAKE
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NO REVISION DATEDESIGNED SHEET
1519 BALTIMORE DRIVE DRAWNAMES IOWA 50010
Phone (515) 233-6100 CHECKED
Email Amesbolton-menkcom wwwbolton-menkcom CLIENT PROJ NO
52 STRUCTURE DETAILS
Wall Reinforcing
4 Bars at 12
oc Each Way
6
A
1
Inlet
Openings
3
6 x 6
Corner Pier
(When Applicable)
Location Station
4
6 x 6
Center Pier
(When Applicable)
A
Structure may be built with openings on any or all sides
Provide openings and orientation as specified in the contract
documents
Adjacent walls may have different widths based upon pipe
configuration but structure must be rectangular
1 Construct inlet openings with 15-inch 4 epoxy-coated bars
at 8 inches on center Embed bars a minimum of 3 inches
into walls and top at all openings
5
Wall
Width
7
Diagonal Bar
(typ)
2
3
Grade to inlet elevation on open sides Grade to top
elevation on closed sides
Corner pier required between openings of two adjacent
walls Extend wall reinforcing vertically through pier Install
one additional 15-inch 4 bar in pier
6
6 5
Wall Width
PLAN 6
Top Reinforcing
4 bars at 6
oc Each Way
4
5
Center pier required at center of any inlet opening with
length of 5 feet or greater Extend wall reinforcing vertically
through pier Install one additional 15-inch 4 bar in pier
Wall widths vary with pipe diameter Provide 6 inches of wall
width (minimum) each side of pipe opening Minimum wall
width is 36 inches Maximum wall width is 72 inches
2
Grade to Top
6
Top Elevation SW-602 Type G Casting (Bolt Cover to Frame)
9 Inlet 2
Inlet Grade to Inlet Elevation
6
7
Cast-in-place base shown If base is precast integral with
walls the footprint of base is not required to extend beyond
the outer edge of the walls
Install four 4 diagonal bars at all pipe openings
Depth
(7-0 max)
8
12 min 1
Inlet
Opening
Concrete
Fillet
8 12 minimum wall height above all pipes
D 6 min
Lowest Flowline 4
6
Base 6
5
Wall Width 6
8 min
4 Bars at 12
oc Each Way
SECTION A-A
JLH A FINAL 051518 IOWA DEPARTMENT OF AGRICULTURE RMC HARDIN COUNTY CREP SITE PROJECT NO HAR882213A JPR
A14115697
STRUCTURE TABLE STRUCTURE NO INLET OPENING PIPE SIZE (INOUT) INVERT ELEV
(INOUT) INLET ELEV STRUCTURE DEPTH (FT)
WALL WIDTH (INCHES)
ST-1 4 SIDES 12 OUT 109461 109760 374 36 ST-2 4 SIDES 12 IN 109400 109700 375 36 ST-3 4 SIDES 30 OUT 109260 109700 515 54
0 0
0
FIGUREJOID102
DIRE
0
0
I
STANDARD ROAD PlAN SW-102
0 MITH [I EN N R
FIGURE3010101 STANDARD ROAD PLAN SW-101
IMBOLTON illampMENK
0
1imiddot-c 1~12~_ middotcl- ~
ALLOWABLE BURY OEPTH
I I
0
0
0
0
FIGURE4020211 STANDARD ROAD PIAN SW-211
SUDASDI CTOR De IGNMETHOOSENGN n
FIGUREJOI0102 STANDARD ROAD PIAN SW-102
suciso crcn DE lltSNMETHOD5EGN II
______________________________________________________________________ ______________________________________________________________________
__________________________________________________________________ __________________________________________________________________
6
m
in
3
Refer to the contract documents for specific material and placement
requirements
1 Required only when specified in the contract documents or when
directed by the Engineer
Bury Depth
12 min
TW
OD
Final Tr
Secondary Backfill
ench Backfill
OD
D
TW
d
Key
= Outside diameter of pipe
= Inside diameter of pipe
= Trench width at top of pipe
= Depth of bedding material below pipe
Springline of Pipe
OD2
OD2
OD6
d
D
Primary Backfill
Haunch Support
Pipe Bedding
Over-excavation
Foundation Stone
1 and
RCP AND VCP CIRCULAR PIPE BEDDING
TW TW
OD6
d
OD
CLASS R-1
Class Material
I Bedding OD
OD2
CLASS R-2 d
Refer to sheet 2 for b
Use Bedding Class R-1
Place remainder of bedocuments
ury depth restrictions
or R-2 unless specified othe
dding and backfill materials
rwise
as specified in the contract
6 min
3
6
min
6
min
4 min
Trim pipe
and fill voids
with mortar
Wall of Precast Manhole
or Intake Structure
6x6 - w2xw2
(8ga) Wire Mesh
9 min
6x6 - w2xw2
(8ga) Wire Mesh
Pipe Joint
Overlap fabric
12 at top of pipe
TYPE PC-1 CONCRETE COLLAR CONNECTION
CONCRETE COLLAR FOR PIPES 12 AND SMALLER
Wall of Precast Manhole
or Intake Structure
4 min
TYPE PC-2 CONCRETE COLLAR CONNECTION
CONCRETE COLLAR FOR PIPES GREATER THAN 12
Engineering
Fabric
PIPE JOINT WRAPPING
PIPE TO PIPE CONNECTION PIPE TO STRUCTURE CONNECTION
HI
DALS
A14
1156
97C
ADC
3DS
heet
DW
G C3
D 20
181
1569
7_C5
0dw
g 12
20
2018
83
536
AM
REVISIONS
REVISIONS Removed Invert callout on Pipe to Structure View Retitled and replaced old
Iowa DOT and SUDAS logos with new logos
REVISIONS Changed title to RCP AND VCP CIRCULAR BEDDING Changed title
on bedding Class R-4 from Concrete Arch to Concrete Top
REVISIONS Changed title to RCP AND VCP CIRCULAR BEDDING Changed title
on bedding Class R-4 from Concrete Arch to Concrete Top
REVISION
04-17-18STDSUDAS_Block_991599
SHEET 1 of 1
TRENCH BEDDING AND BACKFILL ZONES
FIG
UR
E 4
02
02
11
S
HE
ET
1
O
F 1
12 12
min min
REVISION
_2_ 04-17-18
SHEET 1 of 1
STORM SEWER PIPE CONNECTIONS
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UR
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01
01
02
SH
EE
T 1
O
F 2
REVISION
04-18-172 REVISION
2 04-18-17Key
OD = Outside diameter of pipe OS = Outside span of pipe
TW = Trench width at top of pipe Min = OD+18 inches Max= 125xOD+12 inches OR 54 inches (whichever is greater)
d = Depth of bedding material below pipe OD8 or OS8 OR 4 inches (whichever is greater)
SHEET 1 of 2 SHEET 2 of 2
RIGID GRAVITY PIPE
TRENCH BEDDING
FIG
UR
E 3
01
01
02
S
HE
ET
2
O
F 2
RIGID GRAVITY PIPE
TRENCH BEDDING
1 Lap ends of wire mesh a minimum of
6 inches
2 Concrete collar is required when
annular space between the outside
of the pipe and the wall of the
structure is 2 inches or greater
3 Provide two 4 hoop bars in concrete
collar Lap bars a minimum of 6 inches
4 Trowel concrete flush with inside
wall of structure
1 2 4
3
1
2 4
3
1
2 2
1 CLASS III RCP CLASS IV RCP CLASS V RCP
2 Pipe
Diameter
(in)
12
15
18
21
24
27
30
33
36
42
48
54
60
66
72
Class
R-1
Bedding
7
8
8
8
8
10
1 1
1 1
1 1
1 1
1 1
1 1
1 1
1 1
1 1
Class Class R-3 amp R-4 Bedding
R-2
Bedding
No Steel
As=04
As=10
10
15
19
27
10
16
19
27
1 1
16
20
40
1 1
18
26
40
12
23
36
40
15
30
40
40
15
29
40
40
15
28
40
40
15
27
40
40
15
26
38
40
15
26
36
40
15
25
34
40
15
25
33
40
15
24
32
40
15
24
32
40
Pipe
Diameter
(in)
12
15
18
21
24
27
30
33
36
42
48
54
60
66
72
Class
R-1
Bedding
12
12
13
13
16
19
19
19
19
18
18
18
18
18
18
Class
Class R-3 amp R-4 Bedding
R-2
Bedding
No Steel
As=04
As=10
15
23
28
40
16
23
30
40
16
29
40
40
18
40
40
40
23
40
40
40
30
40
40
40
29
40
40
40
28
40
40
40
28
40
40
40
27
40
40
40
26
40
40
40
25
40
40
40
25
40
40
40
25
40
40
40
24
40
40
40
Pipe
Diameter
(in)
12
15
18
21
24
27
30
33
36
42
48
54
60
66
72
Class
R-1
Bedding
18
19
19
25
34
40
40
40
40
37
35
33
32
31
31
Class
Class R-3 amp R-4 Bedding
R-2
Bedding
No Steel
As=04
As=10
23 35
40
40
24
40
40
40
30 40
40
40
40
40
40
40
40 40
40
40
40
40
40
40
40 40
40
40
40
40
40
40
40 40
40
40
40
40
40
40
40 40
40
40
40
40
40
40
40
40
40
40
40
40
40
40
40
40
40
40
As = Area of Steel Reinforcing As = Area of Steel Reinforcing As = Area of Steel Reinforcing
R
NO REVISION DATEDESIGNED SHEET
1519 BALTIMORE DRIVE DRAWNAMES IOWA 50010
Phone (515) 233-6100 CHECKED
Email Amesbolton-menkcom wwwbolton-menkcom CLIENT PROJ NO
53 MISCELLANEOUS DETAILS
JLH A FINAL 051518 IOWA DEPARTMENT OF AGRICULTURE RMC HARDIN COUNTY CREP SITE PROJECT NO HAR882213A JPR
A14115697
~--- ~BOLTON ~ampMENK
0+00
1+00
1+3026
7+00
180th STREET 0+
00
7+6021 5+00
3+00
4+00
2+00
6+00
1+00
gtgt
gtgt
gtgt
gtgt
gtgt
gtgt
gtgt
gtgt
gtgt
gtgt
gtgt
gtgt
gtgt
gtgt gtgtgtgt
gtgt
gtgt gtgt gtgtgtgt gtgt
gtgt
gtgt
gtgt
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44 A
M
12 BYPASS PIPE
EASEMENT BOUNDARY (TYP)
RIP RAP RIFFLE (55 TON)
PROPOSED STRUCTURE ST-1
1115
1110
1105
1100
1095
1090
1085
1080
1075
PROPOSED RIP RAP RIFFLE
EXISTING WATERWAY PROFILE
INLET SW-513 N 36 SQ WALLS
STA
R=109800
I=109461 12 W STA 5+2392
STA 5+3002ELEV 109854 ELEV 109854
STA 5+0709 ELEV 109760
1092
9
1092
9
1093
2
1093
3
1093
5
1093
6
1093
8
1093
8
1093
8
1094
1
1094
5
1094
8
1095
0
1095
1
1095
2
1095
3
1096
1
1096
6
1096
9
1097
2
1097
6
1097
410
985
4
1098
0
1098
3
1098
6
1098
9
1099
0
1099
1
1099
4
1099
6
1107
8
1115
1110
1105
1100
1095
1090
1085
1080
1075 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 5+50 6+00 6+50 7+00 7+50
0 25 50 0 5 10 VERTHORZ 60
SCALE FEET SCALE FEET EXISTING WATERWAY PLAN AND PROFILER
NO REVISION DATEDESIGNED SHEET
1519 BALTIMORE DRIVE DRAWNAMES IOWA 50010
Phone (515) 233-6100 CHECKED
Email Amesbolton-menkcom wwwbolton-menkcom CLIENT PROJ NO
JLH A FINAL 051518 IOWA DEPARTMENT OF AGRICULTURE RMC HARDIN COUNTY CREP SITE PROJECT NO HAR882213A JPR
A14115697
--- ---
I I I
I I I
I I
I I
I I
J l
II
ii
I I
I I
I I
I I
I I I
I I
I I l I
I
11 ri
1 1bull I 1
I I I f I
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I I
I I I
__
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7
IMBOLTON illampMENK
4+00
5+00
6+00
0+00
1+00
1+30
26
gtgt gtgt
gtgt gtgt
gtgt
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45 A
M
EASEMENT BOUNDARY (TYP)
PROPOSED STRUCTURE ST-1
RIP RAP RIFFLE
12 BYPASS PIPE
1115
1110
1105
1100
1095
1090
1085
1080
1075
EXISTING GRND
INLET SW-513 N 36 SQ WALLS
STA
RIMINLET=109800
I=109461 12 W
EXISTING GRND
STA 0+6391 ELEV 110172
STA 0+9239 ELEV 109954
STA 0+7528 ELEV 109954
STA 0+8421 ELEV 109854
STA 0+8821 ELEV 109854
1105
3
1103
3
1102
3
1099
6
1102
8
1112
9
1115
1110
1105
1100
1095
1090
1085
1080
1075 0+00 0+50 1+00 1+50
0 25 50 0 5 10 VERTHORZ 61
SCALE FEET SCALE FEET RIP RAP RIFFLE CROSS SECTIONR
NO REVISION DATEDESIGNED SHEET
1519 BALTIMORE DRIVE DRAWNAMES IOWA 50010
Phone (515) 233-6100 CHECKED
Email Amesbolton-menkcom wwwbolton-menkcom CLIENT PROJ NO
JLH A FINAL 051518 IOWA DEPARTMENT OF AGRICULTURE RMC HARDIN COUNTY CREP SITE PROJECT NO HAR882213A JPR
A14115697
gtIN3W 18 ffi No1oe~
~
SLOPE VARIES SLOPE VARIES
21 21
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46 A
M
R
SLOPE 21 UPSTREAM 6 4
CLASS E RIP RAPPROPOSED ST-1 5 SW-513 INTAKE (PROVIDE BOLT DOWN COVER) SLOPE 151 RIFFLE CHANNEL DOWNSTREAM
1
15
TOP RIFFLE ELEV 10995 INLET ELEVATION
RIFFLE NOTCH ELEV 10985
STREAM FLOWLINE STREAM FLOWLINEELEV 10976
12 FLOWLINE OUT ELEV 109461 BTM STRUCTURE PLACE ENGINEERING FABRIC BELOW RIP RAPELEV 10941
2 CONCRETE FILLET
8
APPROXIMATELY 37
TYPICAL RIP RAP RIFFLE PROFILE NOT TO SCALE
17
RIFFLE NOTCH ELEV 10985TUCK ENGINEERING FABRIC
1
25
12 DEEP TYP EACH SIDE TOP RIP RAP ELEV 110178
4
1
TOP RIFFLE ELEV 10995 TOP RIFFLE ELEV 10995
CLASS E RIP RAP PLACE ENGINEERING FABRIC BELOW RIP RAP
TYPICAL RIP RAP RIFFLE SECTION NOT TO SCALE
NO REVISION DATEDESIGNED SHEET
1519 BALTIMORE DRIVE DRAWNAMES IOWA 50010
Phone (515) 233-6100 CHECKED
Email Amesbolton-menkcom wwwbolton-menkcom CLIENT PROJ NO
JLH A FINAL 051518 IOWA DEPARTMENT OF AGRICULTURE RMC HARDIN COUNTY CREP SITE PROJECT NO HAR882213A JPR
A14115697
62 RIP RAP RIFFLE DETAILS
--- IMBOLTON illampMENK
I
- - I I
I I I I
I
OWNER JAMES THOMS
SEC 13 T88N R22W
N 24 AC SW NE
SOUTH FORK IOWA RIVER
OWNER JAMES THOMS
SEC 13 T88N R22W
NW NE
SOUTH FORK IOWA RIVER
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53 A
M
R
0 25 50 HORZ 80
SCALE FEET SEEDING AREAS
EASEMENT BOUNDARY (TYP)
NO SEEDING IN POOL AREA
180T
H ST
REET
BERM (DIKE) STRUCTURE
SEEDING
SILT FENCE (TYP)
H AVENUE
SEEDING NOTES
1 ALL SEED BEDS SHALL BE PREPARED AS SPECIFIED IN SECTION IA-6
2 ALL ROCKS 3 OR LARGER IN DIAMETER SHALL BE REMOVED FROM THE SEEDBED
3 CONTRACTOR SHALL SUBMIT A SEEDING PLAN ON FORM IA-CPA-4 FOR EACH TYPE OF SEED TO BE PROVIDED AT LEAST 3 WEEKS PRIOR TO BEGINNING SEEDING OPERATIONS
4 NO SEED TO BE PLACED BELOW THE NORMAL WATER ELEVATION
5 THE 10 ACCESS BENCH ALONG THE PERIMETER OF THE POOL AREA SHALL BE GRADED TO A UNIFORM SURFACE
6 MULCH SHALL BE APPLIED TO ALL STRUCTURE SEEDING AND CHANNEL SEEDING AREAS NO MULCH TO BE APPLIED TO THE BUFFER SEEDING
7 SEEDED AREAS WHERE MULCH IS REQUIRED SHALL BE MULCHED WITHIN 24 HOURS
8 ALL MULCH SHALL BE ANCHORED
9 SEED TYPES SHALL AS SPECIFIED IN SECTION IA-6 OF THE PROJECT MANUAL
10 EXISTING VEGETATION SHALL BE REMOVED OR KILLED BY APPLICATION OF HERBICIDE PRIOR TO PREPARATION FOR SEEDING
11 ANY EXISTING VEGETATION AREAS THAT ARE TO REMAIN UNDISTURBED WILL BE DETERMINED IN THE FIELD BY THE ENGINEER NO CHANGE IN CONTRACT PRICE WILL BE ALLOWED DUE TO CHANGE IN SEEDING AREAS
SEEDING QUANTITIES
584 ACRES - NORMAL WATER LEVEL POOL AREA
19 ACRES - STRUCTURE AND CHANNEL
NO REVISION DATEDESIGNED SHEET
1519 BALTIMORE DRIVE DRAWNAMES IOWA 50010
Phone (515) 233-6100 CHECKED
Email Amesbolton-menkcom wwwbolton-menkcom CLIENT PROJ NO
JLH A FINAL 051518 IOWA DEPARTMENT OF AGRICULTURE RMC HARDIN COUNTY CREP SITE PROJECT NO HAR882213A JPR
A14115697
- Har882213A plans
- Specs Package 12-20-2018 43
- Specs Package 12-20-2018 44
- Specs Package 12-20-2018 45
- Specs Package 12-20-2018 46
- Specs Package 12-20-2018 47
- Specs Package 12-20-2018 48
- Specs Package 12-20-2018 49
- Specs Package 12-20-2018 50
- Specs Package 12-20-2018 51
- Specs Package 12-20-2018 52
- Specs Package 12-20-2018 53
- Specs Package 12-20-2018 54
- Specs Package 12-20-2018 55
-
regBOLTON ampMENK
ESTIMATED PROJECT QUANTITIESESTIMATE REFERENCE INFORMATION ITEM NO DESCRIPTION
1 TOPSOIL STRIP SALVAGE AND RESPREAD THIS IS THE QUANTITY TO REMOVE SALVAGE AND STOCKPILE 12 OF EXISTING MATERIAL FROM ALL AREAS TO BE EXCAVATED OR DISTURBED TO INCLUDE THE 1 BERM SUBCUT ALL AREAS TO RECEIVE SEED BORROW AREAS AND EXCAVATIONS BELOW THE NORMAL POOL ELEVATION SHALL HAVE A MINIMUM OF 6 OF TOPSOIL PLACED
2 CLEARING AND GRUBBING THIS SHALL BE CONSIDERED FULL COMPENSATION TO REMOVE ALL TREES STUMPS AND BRUSH FROM WITHIN THE WETLAND BOUNDARY AREA
3 STRUCTURE SEEDING FERTILIZING AND MULCHING THIS SEED IS FOR THE EMBANKMENT AND BERM AREA PIPE BENCHING AREA AND AREAS WHERE THE GROUND SLOPES WILL BE STEEPER THAN 51 THIS WILL INCLUDE ANY TOPSOIL WASTE AREAS OR SLOPES FROM TH BORROW AREA TO THE EXISTING GROUND MULCHING SHALL BE INCLUDED FOR THIS AREA
4 MOBILIZATIONDEMOBILIZATION THIS WORK SHALL INCLUDE THE MOBILIZATION AND DEMOBILIZATION OF THE CONTRACTORS FORCES AND EQUIPMENT FOR PERFORMING THE WORK UNDER THE CONTRACT ANY INSTALLATION OF THE SILT FENCE THROUGH ANY AREA SHALL BE CONSIDERED INCIDENTAL TO THIS ITEM THE USE OF THE TEMPORARY CONSTRUCTION ACCESS SHALL INCLUDE DEEP TILLAGE OF THE AREA ONCE CONSTRUCTION IS COMPLETE AND IS CONSIDERED INCIDENTAL TO THIS ITEM
5 DRAINAGE TILE INVESTIGATION AND REMOVAL THIS ITEM WILL CONSIST OF THE EXPLORATORY EXCAVATIONS REQUIRED TO LOCATE AND ABANDON THE TILES SHOWN ON THE PLANS OR NOT SHOWN THIS IS FULL COMPENSATION FOR THE EXCAVATION BACKFILLING AND ABANDONMENT OF THE TILE TRENCHES WITHIN THE PERMANENT EASEMENT BOUNDARY
6 EXCAVATION THIS IS FULL COMPENSATION FOR THE EXCAVATION REQUIRED FOR THE POOL AREA AND OUTLET CHANNEL THIS INCLUDES THE CONSTRUCTION OF THE EMBANKMENT BERM (DIKE) OF 2460 CY TO THE SLOPES AND EVEVATIONS DETAILED ON THE PLANS THE CONTRACTOR SHALL PROVIDE A MINIMUM ALLOWABLE SETTLEMENT OF 5 OF THE TOTAL FILL DEPTH WHEN CONSTRUCTING THE BERM THIS ADDITIONAL QUANTITY OF MATERIAL IS NOT FIGURED INTO THE BID QUANTITY EXCESS MATERIAL FROM EXCAVATIONS CAN BE USED OR WASTED HERE TO BUILD SLOPES THIS QUANTITY ASSUMED A 35 SHRINKAGE FACTOR ON THE MATERIAL
7 RCP 12 DIAMETER THIS IS FULL COMPENSATION FOR INSTALLATION BEDDING AND BACKFILLING OF THE BYPASS PIPING LENGTH IS BASED FROM CENTER OF STRUCTURE TO CENTER OF STRUCTURE AND THROUGH BENDS BEDDING SHALL BE CLASS R-2 WITH CLASS V PIPE
8 RCP 30 DIAMETER THIS IS FULL COMPENSATION FOR INSTALLATION BEDDING AND BACKFILLING OF THE OUTLET PIPING LENGTH IS BASED FROM CENTER OF STRUCTURE TO APRON BEDDING SHALL BE SELECT CLAY HAND TAMPED TO SPRINGLINE WITH CLASS IV PIPE ALL JOINTS SHALL BE CONNECTED PIPE JOINTS SEE IOWA DOT STANDARD ROAD PLAN DR-121
9 STRUCTURE SW-513 (36 WALL WIDTH) THIS SHALL BE CONSTRUCTED ACCORDING TO IOWA STATEWIDE URBAN STANDARD SPECIFICATIONS FOR PUBLIC IMPROVEMENTS THE CASTING LID SHALL BE BOLTED TO THE CASTING
10 STRUCTURE SW-513 (54 WALL WIDTH) THIS SHALL BE CONSTRUCTED ACCORDING TO IOWA STATEWIDE URBAN STANDARD SPECIFICATIONS FOR PUBLIC IMPROVEMENTS THE CASTING LID SHALL BE BOLTED TO THE CASTING
11 APRON RCP 30 DIAMETER THIS SHALL BE CONSTRUCTED ACCORDING TO IOWA STATEWIDE URBAN STANDARD SPECIFICATIONS FOR PUBLIC IMPROVEMENTS ALL JOINTS SHALL BE CONNECTED PIPE JOINTS SEE IOWA DOT STANDARD ROAD PLAN DR-121
12 FOOTING FOR CONCRETE PIPE APRON D=30 THIS SHALL BE CONSTRUCTED ACCORDING TO IOWA STATEWIDE URBAN STANDARD SPECIFICATIONS FOR PUBLIC IMPROVEMENTS AS DETAILED IN FIGURE 4030221
13 RIP RAP CLASS E THIS ITEM INCLUDES EXCAVATION GEOTEXTILE FABRIC PLACEMENT (178 SY) AND RIP RAP MATERIAL PLACEMENT AS SHOWN PER PLANS THIS MATERIAL SHALL MEET THE IOWA DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS FOR HIGHWAY AND BRIDGE CONSTRUCTION SERIES 2015 SECTION 2507 FOR CLASS E REVETMENT
14 SILT FENCE OR SILT FENCE DITCH CHECKS SILT FENCE OR SILT FENCE DITCH CHECKS TO BE INSTALLED DURING CONSTRUCTION ITEM INCLUDES ANCHORING POSTS MAINTENANCE AND CLEANING REMOVAL AND RESTORATION OF THE AREA TO FINISHED GRADE AND DISPOSAL
ITEM NO WORK OR MATERIALS NRCS SPEC NO
SUDAS SPEC NO TOTAL UNIT AS BUILT QTY
1 TOPSOIL STRIP SALVAGE AND RESPREAD IA-1 26 5187 CY 2 CLEARING AND GRUBBING IA-1 1 LS 3 STRUCTURE SEEDING FERTILIZING AND MULCHING IA-6 19 AC 4 MOBILIZATIONDEMOBILIZATION IA-8 1 LS 5 DRAINAGE TILE INVESTIGATION AND REMOVAL IA-9 1 LS 6 EXCAVATION IA-21 23 3785 CY 7 RCP 12 DIAMETER IA-46 741 LF 8 RCP 30 DIAMETER IA-46 82 LF 9 STRUCTURE SW-513 (36 WALL WIDTH) 6010-108-B1 2 EA
10 STRUCTURE SW-513 (54 WALL WIDTH) 6010-108-B2 1 EA 11 APRON RCP 30 DIAMETER 4030-108-B-1 1 EA 12 FOOTING FOR CONCRETE PIPE APRON D=30 4030-108-C-1 1 EA 13 RIP RAP CLASS E IA-61 155 TN 14 SILT FENCE OR SILT FENCE DITCH CHECKS 9040-108-N-1 2500 LF
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SHEET1519 BALTIMORE DRIVE
AMES IOWA 50010 Phone (515) 233-6100
Email Amesbolton-menkcom wwwbolton-menkcom
NO REVISION DATE
DRAWN
CHECKED
CLIENT PROJ NO
DESIGNED
11 ESTIMATED QUANTITIES AND ESTIMATE REFERENCE NOTES
JLH A FINAL 051518 IOWA DEPARTMENT OF AGRICULTURE RMC HARDIN COUNTY CREP SITE PROJECT NO HAR882213A JPR
A14115697
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OWNER JAMES THOMS
SEC 13 T88N R22W
N 24 AC SW NE
SOUTH FORK IOWA RIVER
OWNER JAMES THOMS
SEC 13 T88N R22W
NW NE
SOUTH FORK IOWA RIVER
SOUTH FORK IOWA RIVER
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SCALE FEET EXISTING SITE PLAN
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H AVENUE NO REVISION DATEDESIGNED
SHEET1519 BALTIMORE DRIVE
DRAWNAMES IOWA 50010 Phone (515) 233-6100
CHECKED Email Amesbolton-menkcom
wwwbolton-menkcom CLIENT PROJ NO
JLH A FINAL 051518 IOWA DEPARTMENT OF AGRICULTURE RMC HARDIN COUNTY CREP SITE PROJECT NO HAR882213A JPR
A14115697
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OWNER JAMES THOMS
SEC 13 T88N R22W
N 24 AC SW NE
20 MIN
SOUTH FORK IOWA RIVER
OWNER JAMES THOMS
SEC 13 T88N R22W
NW NE
20 MIN
20 MIN
SOUTH FORK IOWA RIVER
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WETLAND ELEV INCREMENTAL CUMULATIVE CUMULATIVE DESIGN CRITERIA VALUE UNIT REQUIREMENT POOL DEPTH
(FT) 00 05 10 15 20 25 30 35 40
(FT) 10950 10955 10960 10965 10970 10975 10980 10985 10990
AREA (FT2) 5194
30182 91115
154604 247549 273117 280455 284872 289327
VOLUME (FT3)
8844 39168
100598 201136 331303 469696 611028 754578
VOLUME (AC-FT)
000 020 090 231 462 761
1078 1403 1732
WATERSHED AREA POOL NORMAL WATER LEVEL (NWL) ELEV DESIGNED WETLAND POOL AREA ( NWL)
PERCENT POOL AREA TO WATERSHED AREA MAXIMUM POOL DEPTH AVERAGE POOL DEPTH DEEP WATER AREA (DEPTH gt 3 FT)
PERCENT DEEP WATER TO POOL AREA POOL STORAGE VOLUME AT NWL BERM ELEVATION POOL STORAGE VOLUME AT TOP OF DIKE MAXIMUM BERM HEIGHT
1441 109700
58 04 2
08 00 00 46
109840 173
109840
ACRES FT
ACRES FT FT
ACRES
ACRE-FT FT
ACRE-FT FT
1427 AC TILE 14 AC DIRECT
Range 05 to 2 of watershed area
Less than 25
AVERAGE BERM HEIGHT 20 FT BERM LENGTH 1436 FT PRIMARY WEIR ELEVATION 109700 FT PRIMARY WEIR WIDTH 18 FT AREA OF BUFFER 98 ACRES RATIO BUFFER AREA TO NWL POOL AREA 17 Less than 4
25-YEAR STORM HWL IN POOL 109735 FT 25-YEAR PEAK INFLOW 4816 CFS 25-YEAR PEAK OUTFLOW 1255 CFS 100-YEAR STORM HWL IN POOL 109749 FT 100-YEAR PEAK INFLOW 7035 CFS 100-YEAR PEAK OUTFLOW 1655 CFS
0 25 50 HORZ
SCALE FEET
30 RCP APRON WTOE WALL FL ELEV 109218 PROPOSED PRIMARY WEIR STRUCTURE
(SW-513 WALL WIDTH = 54 SQ) RIMINLET ELEV 10970 INVERT OUT ELEV 109226 SUMP ELEV 109126
100 YEAR STORM POOL HWL ELEV 109749
NORMAL POOL ELEV 109700 GRADING NOTES
1 REMOVE ALL TREES AND BRUSH THAT MAY LIE BELOW THE NORMAL POOL ELEVATION 109700
2 ALL EXISTING FIELD TILE SHALL BE OBLITERATED WITHIN THE BERM STRUCTURE EASEMENT BOUNDARY
3 TOPSOIL STRIPPING (SPEC SECT IA-1) AND SITE GRADING (SPEC SECT IA-21) SHALL CONSIST OF ALL GRADING INSIDE OF POOL AREA EXCLUDING THE BERM AND BORROW AREAS ALL OTHER EXCESS TOPSOIL FROM POOL AREA SHALL BE STOCKPILED DURING BERM CONSTRUCTION OR SPREAD IN DESIGNATED WASTE AREA
4 CLAY MATERIAL EXCAVATED FROM CLAY BORROW AREA SHALL BE USED IN CONSTRUCTION OF BERM FILL USED FOR BERM CONSTRUCTION IS INCLUDED AS EARTHFILL (SPEC SECT IA-23)
5 SPREAD 6 OF TOPSOIL IN PRIMARY BORROW AREA AND BERM AREA AFTER CONSTRUCTION ACCORDING TO SPEC SECT IA-26 TOPSOIL IS NOT REQUIRED ON ANY PORTIONS OF SITE BELOW ELEVATION 10940
6 STRIP AND SALVAGE 6 OF TOPSOIL FROM BORROW AREAS AFTER BORROW OPERATIONS ARE COMPLETED SPREAD TOPSOIL UNIFORMLY OVER THE BORROW AREA (INCLUDING AREAS BELOW THE WETLAND NORMAL POOL ELEVATION BUT NOT SLOPES OF DEEP POOL AREA (BELOW 10940)
7 STRIPPED AND REMOVED UNSUITABLE MATERIALS IF ANY ARE TO BE DISPOSED OF IN DESIGNATED AREAS AS DIRECTED BY ENGINEER AND PRIOR TO TOPSOIL PLACEMENT
8 IN TOPSOIL WASTE AREAS FEATHER TOPSOIL INTO SLOPE SO THAT OVERLAND FLOW IS NOT IMPEDED
9 ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH STATE AND LOCAL REGULATIONS CODES AND OSHA STANDARDS
PROPOSED STRUCTURE (SW-513 WALL WIDTH = 36 SQ) RIMINLET ELEV 10970 INVERT ELEV 10940 CLEAR amp GRUB THAT SUMP ELEV 10920 NECESSARY FOR PIPE
INSTALLATION
180T
H ST
REET
BYPASS PIPING
LEGEND PROPOSED RIP RAP RIFFLE
PROPOSED STRUCTURE (SW-513 WALL WIDTH = 36)ELEVATION POOL 10970 RIM ELEV 10976 INVERT ELEV 109461
ELEVATION 100 YR POOL HWL 109749CONSTRUCT BERM WITH 10 TOP
1 31 SIDE SLOPES ON POOL SIDE 2 61 SIDE SLOPES ON RIVER SIDE EASEMENT BOUNDARY
3 TOP ELEV 10984
SILT FENCE H AVENUE NO REVISION DATEDESIGNED
SHEET1519 BALTIMORE DRIVE
DRAWNAMES IOWA 50010 Phone (515) 233-6100
CHECKED Email Amesbolton-menkcom
wwwbolton-menkcom CLIENT PROJ NO
30 FINAL PLAN DESIGN
JLH A FINAL 051518 IOWA DEPARTMENT OF AGRICULTURE RMC HARDIN COUNTY CREP SITE PROJECT NO HAR882213A JPR
A14115697
----- __ ---
------------------------------------ ------------
DOWNSTREAM UPSTREAM
~~ TYPICAL X-SECTION OF EMBANKMENT
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10 ACCESS BENCH
NWL ELEV 10970
EXISTING GROUND SURFACE
36 11
APPROX 1 SUBCUT
1115
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1105
1100
1095
1090
1085
1080
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EASEMENT BOUNDARY (TYP)
SOUTH FORK IOWA RIVER INSTALL RIP RAP FOR OUTLET CHANNEL (100 TN)
100 YR STORM POOL HWL ELEV NORMAL
109749 POOL ELEV 10970
PROPOSED TOP OF BERM ELEV 10984
EXISTING GRND PROFILE 1 SUBCUT
PROPOSED BERM PROFILEEXISTING GRND PROFILE
1099
0
1096
410
984
0
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0 25 50 0 5 10 VERTHORZ 40
SCALE FEET SCALE FEET BERM PLAN AND PROFILER
NO REVISION DATEDESIGNED SHEET
1519 BALTIMORE DRIVE DRAWNAMES IOWA 50010
Phone (515) 233-6100 CHECKED
Email Amesbolton-menkcom wwwbolton-menkcom CLIENT PROJ NO
JLH A FINAL 051518 IOWA DEPARTMENT OF AGRICULTURE RMC HARDIN COUNTY CREP SITE PROJECT NO HAR882213A JPR
A14115697
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1115
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1095
1090
1085
1080
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EASEMENT BOUNDARY (TYP)
NORMAL POOL ELEV 10970
100 YR STORM POOL HWL ELEV 109749
PROPOSED TOP OF BERM ELEV 10984
EXISTING GRND PROFILE 1 SUBCUT
EXISTING GRND PROFILE PROPOSED BERM PROFILE
1096
810
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0 25 50 0 5 10 VERTHORZ 41
SCALE FEET SCALE FEET BERM PLAN AND PROFILER
NO REVISION DATEDESIGNED SHEET
1519 BALTIMORE DRIVE DRAWNAMES IOWA 50010
Phone (515) 233-6100 CHECKED
Email Amesbolton-menkcom wwwbolton-menkcom CLIENT PROJ NO
JLH A FINAL 051518 IOWA DEPARTMENT OF AGRICULTURE RMC HARDIN COUNTY CREP SITE PROJECT NO HAR882213A JPR
A14115697
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100 YEAR STORM POOL HWL ELEV 109749
NORMAL POOL ELEV 109700
EASEMENT BOUNDARY (TYP)
INSTALL RIP RAP FOR OUTLET GENERAL CONSTRUCTION NOTES CHANNEL (100 TN) 1 30 RCP PIPE JOINTS SHALL BE TIED PER IOWA DOT
STANDARD ROAD PLAN DR-121 2 30 RCP PIPE BEDDING MATERIAL SHALL BE SELECT CLAY
BACKFILL HAND TAMPED TO THE SPRINGLINE OF PIPE ROCK BEDDING WILL NOT BE ACCEPTABLE
3 30 RCP APRON WGUARD SHALL BE TIED TO 30 RCP OUTLET PIPE
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PROPOSED TOP BERM ELEV 10990
NWL = 10970
ST-3 SW-513 N 54 SQ WALLS
STA 1+08
RIMINLET=109700
I=109226 30 S
82 - 30 RCP 009
INSTALL 30 RCP APRON AND APRON SECTION FOOTING (SEE SUDAS FIGURE 4030221)
1097
810
921
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310
922
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110
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3
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1080
1075 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 5+50 6+00 6+50 7+00 7+50
0 25 50 0 5 10 VERTHORZ 50
SCALE FEET SCALE FEET PRIMARY WEIR OUTLET PLAN AND PROFILER
NO REVISION DATEDESIGNED SHEET
1519 BALTIMORE DRIVE DRAWNAMES IOWA 50010
Phone (515) 233-6100 CHECKED
Email Amesbolton-menkcom wwwbolton-menkcom CLIENT PROJ NO
JLH A FINAL 051518 IOWA DEPARTMENT OF AGRICULTURE RMC HARDIN COUNTY CREP SITE PROJECT NO HAR882213A JPR
A14115697
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100 YEAR STORM POOL HWL ELEV 109749 EASEMENT BOUNDARY (TYP)
NORMAL POOL ELEV 109700
PROPOSED STRUCTURE ST-2 (SW-513 WALL WIDTH = 36 SQ) RIMINLET ELEV 10970 INVERT ELEV 10940 SUMP ELEV 10920
PROPOSED STRUCTURE ST-1 (SW-513 WALL WIDTH = 36) RIMINLET ELEV 10976
INVERT ELEV 109461
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1115
1110
1105
1100
1095
1090
1085
1080
1075
ST-2 SW-513 N 36 SQ WALLS
STA 0+03
R=109700
I=109400 12 N
EXISTING GRND PROFILE
NWL 10970
ST-1 SW-513 N 36 SQ WALLS
STA 7+44
RIMINLET=109760
I=109461 12 W EXISTING GROUND
STA 7+4396 ELEV 109765
VPI 7+4396VPI 0+0306 EL 109461 EL 109400
90 - 12 RCP 008107 - 12 RCP 00892 - 12 RCP 008452 - 12 RCP 008
1096
3
1097
110
940
2
1097
210
940
4
1099
310
940
6
1103
410
940
8
1108
810
941
0
1113
210
941
2
1115
110
941
4
1115
910
941
6
1112
110
941
8
1107
810
942
0
1104
410
942
2
1102
410
942
4
1100
310
942
7
1100
210
942
9
1100
410
943
1
1101
110
943
3
1101
610
943
5
1101
210
943
7
1100
310
943
9
1100
110
944
1
1099
910
944
3
1100
210
944
5
1100
410
944
7
1100
010
944
9
1099
810
945
1
1102
110
945
3
1099
710
945
5
1099
510
945
7
1098
710
945
9
1115
1110
1105
1100
1095
1090
1085
1080
1075 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 5+50 6+00 6+50 7+00 7+50
0 25 50 0 5 10 VERTHORZ 51
SCALE FEET SCALE FEET PIPE BYPASS PLAN AND PROFILER
NO REVISION DATEDESIGNED SHEET
1519 BALTIMORE DRIVE DRAWNAMES IOWA 50010
Phone (515) 233-6100 CHECKED
Email Amesbolton-menkcom wwwbolton-menkcom CLIENT PROJ NO
JLH A FINAL 051518 IOWA DEPARTMENT OF AGRICULTURE RMC HARDIN COUNTY CREP SITE PROJECT NO HAR882213A JPR
A14115697
-
--
T
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I
FIGURE 6010513 STANDARD ROAD PIAN SW-513
_ _ REVISIONS Changed Invert callout to Concrete Fillet Updated line work and Iowa DOT
and SUDAS logo
REVISION
1 04-17-18
SHEET 1 of 1
OPEN-SIDED AREA INTAKE
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NO REVISION DATEDESIGNED SHEET
1519 BALTIMORE DRIVE DRAWNAMES IOWA 50010
Phone (515) 233-6100 CHECKED
Email Amesbolton-menkcom wwwbolton-menkcom CLIENT PROJ NO
52 STRUCTURE DETAILS
Wall Reinforcing
4 Bars at 12
oc Each Way
6
A
1
Inlet
Openings
3
6 x 6
Corner Pier
(When Applicable)
Location Station
4
6 x 6
Center Pier
(When Applicable)
A
Structure may be built with openings on any or all sides
Provide openings and orientation as specified in the contract
documents
Adjacent walls may have different widths based upon pipe
configuration but structure must be rectangular
1 Construct inlet openings with 15-inch 4 epoxy-coated bars
at 8 inches on center Embed bars a minimum of 3 inches
into walls and top at all openings
5
Wall
Width
7
Diagonal Bar
(typ)
2
3
Grade to inlet elevation on open sides Grade to top
elevation on closed sides
Corner pier required between openings of two adjacent
walls Extend wall reinforcing vertically through pier Install
one additional 15-inch 4 bar in pier
6
6 5
Wall Width
PLAN 6
Top Reinforcing
4 bars at 6
oc Each Way
4
5
Center pier required at center of any inlet opening with
length of 5 feet or greater Extend wall reinforcing vertically
through pier Install one additional 15-inch 4 bar in pier
Wall widths vary with pipe diameter Provide 6 inches of wall
width (minimum) each side of pipe opening Minimum wall
width is 36 inches Maximum wall width is 72 inches
2
Grade to Top
6
Top Elevation SW-602 Type G Casting (Bolt Cover to Frame)
9 Inlet 2
Inlet Grade to Inlet Elevation
6
7
Cast-in-place base shown If base is precast integral with
walls the footprint of base is not required to extend beyond
the outer edge of the walls
Install four 4 diagonal bars at all pipe openings
Depth
(7-0 max)
8
12 min 1
Inlet
Opening
Concrete
Fillet
8 12 minimum wall height above all pipes
D 6 min
Lowest Flowline 4
6
Base 6
5
Wall Width 6
8 min
4 Bars at 12
oc Each Way
SECTION A-A
JLH A FINAL 051518 IOWA DEPARTMENT OF AGRICULTURE RMC HARDIN COUNTY CREP SITE PROJECT NO HAR882213A JPR
A14115697
STRUCTURE TABLE STRUCTURE NO INLET OPENING PIPE SIZE (INOUT) INVERT ELEV
(INOUT) INLET ELEV STRUCTURE DEPTH (FT)
WALL WIDTH (INCHES)
ST-1 4 SIDES 12 OUT 109461 109760 374 36 ST-2 4 SIDES 12 IN 109400 109700 375 36 ST-3 4 SIDES 30 OUT 109260 109700 515 54
0 0
0
FIGUREJOID102
DIRE
0
0
I
STANDARD ROAD PlAN SW-102
0 MITH [I EN N R
FIGURE3010101 STANDARD ROAD PLAN SW-101
IMBOLTON illampMENK
0
1imiddot-c 1~12~_ middotcl- ~
ALLOWABLE BURY OEPTH
I I
0
0
0
0
FIGURE4020211 STANDARD ROAD PIAN SW-211
SUDASDI CTOR De IGNMETHOOSENGN n
FIGUREJOI0102 STANDARD ROAD PIAN SW-102
suciso crcn DE lltSNMETHOD5EGN II
______________________________________________________________________ ______________________________________________________________________
__________________________________________________________________ __________________________________________________________________
6
m
in
3
Refer to the contract documents for specific material and placement
requirements
1 Required only when specified in the contract documents or when
directed by the Engineer
Bury Depth
12 min
TW
OD
Final Tr
Secondary Backfill
ench Backfill
OD
D
TW
d
Key
= Outside diameter of pipe
= Inside diameter of pipe
= Trench width at top of pipe
= Depth of bedding material below pipe
Springline of Pipe
OD2
OD2
OD6
d
D
Primary Backfill
Haunch Support
Pipe Bedding
Over-excavation
Foundation Stone
1 and
RCP AND VCP CIRCULAR PIPE BEDDING
TW TW
OD6
d
OD
CLASS R-1
Class Material
I Bedding OD
OD2
CLASS R-2 d
Refer to sheet 2 for b
Use Bedding Class R-1
Place remainder of bedocuments
ury depth restrictions
or R-2 unless specified othe
dding and backfill materials
rwise
as specified in the contract
6 min
3
6
min
6
min
4 min
Trim pipe
and fill voids
with mortar
Wall of Precast Manhole
or Intake Structure
6x6 - w2xw2
(8ga) Wire Mesh
9 min
6x6 - w2xw2
(8ga) Wire Mesh
Pipe Joint
Overlap fabric
12 at top of pipe
TYPE PC-1 CONCRETE COLLAR CONNECTION
CONCRETE COLLAR FOR PIPES 12 AND SMALLER
Wall of Precast Manhole
or Intake Structure
4 min
TYPE PC-2 CONCRETE COLLAR CONNECTION
CONCRETE COLLAR FOR PIPES GREATER THAN 12
Engineering
Fabric
PIPE JOINT WRAPPING
PIPE TO PIPE CONNECTION PIPE TO STRUCTURE CONNECTION
HI
DALS
A14
1156
97C
ADC
3DS
heet
DW
G C3
D 20
181
1569
7_C5
0dw
g 12
20
2018
83
536
AM
REVISIONS
REVISIONS Removed Invert callout on Pipe to Structure View Retitled and replaced old
Iowa DOT and SUDAS logos with new logos
REVISIONS Changed title to RCP AND VCP CIRCULAR BEDDING Changed title
on bedding Class R-4 from Concrete Arch to Concrete Top
REVISIONS Changed title to RCP AND VCP CIRCULAR BEDDING Changed title
on bedding Class R-4 from Concrete Arch to Concrete Top
REVISION
04-17-18STDSUDAS_Block_991599
SHEET 1 of 1
TRENCH BEDDING AND BACKFILL ZONES
FIG
UR
E 4
02
02
11
S
HE
ET
1
O
F 1
12 12
min min
REVISION
_2_ 04-17-18
SHEET 1 of 1
STORM SEWER PIPE CONNECTIONS
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01
01
02
SH
EE
T 1
O
F 2
REVISION
04-18-172 REVISION
2 04-18-17Key
OD = Outside diameter of pipe OS = Outside span of pipe
TW = Trench width at top of pipe Min = OD+18 inches Max= 125xOD+12 inches OR 54 inches (whichever is greater)
d = Depth of bedding material below pipe OD8 or OS8 OR 4 inches (whichever is greater)
SHEET 1 of 2 SHEET 2 of 2
RIGID GRAVITY PIPE
TRENCH BEDDING
FIG
UR
E 3
01
01
02
S
HE
ET
2
O
F 2
RIGID GRAVITY PIPE
TRENCH BEDDING
1 Lap ends of wire mesh a minimum of
6 inches
2 Concrete collar is required when
annular space between the outside
of the pipe and the wall of the
structure is 2 inches or greater
3 Provide two 4 hoop bars in concrete
collar Lap bars a minimum of 6 inches
4 Trowel concrete flush with inside
wall of structure
1 2 4
3
1
2 4
3
1
2 2
1 CLASS III RCP CLASS IV RCP CLASS V RCP
2 Pipe
Diameter
(in)
12
15
18
21
24
27
30
33
36
42
48
54
60
66
72
Class
R-1
Bedding
7
8
8
8
8
10
1 1
1 1
1 1
1 1
1 1
1 1
1 1
1 1
1 1
Class Class R-3 amp R-4 Bedding
R-2
Bedding
No Steel
As=04
As=10
10
15
19
27
10
16
19
27
1 1
16
20
40
1 1
18
26
40
12
23
36
40
15
30
40
40
15
29
40
40
15
28
40
40
15
27
40
40
15
26
38
40
15
26
36
40
15
25
34
40
15
25
33
40
15
24
32
40
15
24
32
40
Pipe
Diameter
(in)
12
15
18
21
24
27
30
33
36
42
48
54
60
66
72
Class
R-1
Bedding
12
12
13
13
16
19
19
19
19
18
18
18
18
18
18
Class
Class R-3 amp R-4 Bedding
R-2
Bedding
No Steel
As=04
As=10
15
23
28
40
16
23
30
40
16
29
40
40
18
40
40
40
23
40
40
40
30
40
40
40
29
40
40
40
28
40
40
40
28
40
40
40
27
40
40
40
26
40
40
40
25
40
40
40
25
40
40
40
25
40
40
40
24
40
40
40
Pipe
Diameter
(in)
12
15
18
21
24
27
30
33
36
42
48
54
60
66
72
Class
R-1
Bedding
18
19
19
25
34
40
40
40
40
37
35
33
32
31
31
Class
Class R-3 amp R-4 Bedding
R-2
Bedding
No Steel
As=04
As=10
23 35
40
40
24
40
40
40
30 40
40
40
40
40
40
40
40 40
40
40
40
40
40
40
40 40
40
40
40
40
40
40
40 40
40
40
40
40
40
40
40 40
40
40
40
40
40
40
40
40
40
40
40
40
40
40
40
40
40
40
As = Area of Steel Reinforcing As = Area of Steel Reinforcing As = Area of Steel Reinforcing
R
NO REVISION DATEDESIGNED SHEET
1519 BALTIMORE DRIVE DRAWNAMES IOWA 50010
Phone (515) 233-6100 CHECKED
Email Amesbolton-menkcom wwwbolton-menkcom CLIENT PROJ NO
53 MISCELLANEOUS DETAILS
JLH A FINAL 051518 IOWA DEPARTMENT OF AGRICULTURE RMC HARDIN COUNTY CREP SITE PROJECT NO HAR882213A JPR
A14115697
~--- ~BOLTON ~ampMENK
0+00
1+00
1+3026
7+00
180th STREET 0+
00
7+6021 5+00
3+00
4+00
2+00
6+00
1+00
gtgt
gtgt
gtgt
gtgt
gtgt
gtgt
gtgt
gtgt
gtgt
gtgt
gtgt
gtgt
gtgt
gtgt gtgtgtgt
gtgt
gtgt gtgt gtgtgtgt gtgt
gtgt
gtgt
gtgt
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44 A
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12 BYPASS PIPE
EASEMENT BOUNDARY (TYP)
RIP RAP RIFFLE (55 TON)
PROPOSED STRUCTURE ST-1
1115
1110
1105
1100
1095
1090
1085
1080
1075
PROPOSED RIP RAP RIFFLE
EXISTING WATERWAY PROFILE
INLET SW-513 N 36 SQ WALLS
STA
R=109800
I=109461 12 W STA 5+2392
STA 5+3002ELEV 109854 ELEV 109854
STA 5+0709 ELEV 109760
1092
9
1092
9
1093
2
1093
3
1093
5
1093
6
1093
8
1093
8
1093
8
1094
1
1094
5
1094
8
1095
0
1095
1
1095
2
1095
3
1096
1
1096
6
1096
9
1097
2
1097
6
1097
410
985
4
1098
0
1098
3
1098
6
1098
9
1099
0
1099
1
1099
4
1099
6
1107
8
1115
1110
1105
1100
1095
1090
1085
1080
1075 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 5+50 6+00 6+50 7+00 7+50
0 25 50 0 5 10 VERTHORZ 60
SCALE FEET SCALE FEET EXISTING WATERWAY PLAN AND PROFILER
NO REVISION DATEDESIGNED SHEET
1519 BALTIMORE DRIVE DRAWNAMES IOWA 50010
Phone (515) 233-6100 CHECKED
Email Amesbolton-menkcom wwwbolton-menkcom CLIENT PROJ NO
JLH A FINAL 051518 IOWA DEPARTMENT OF AGRICULTURE RMC HARDIN COUNTY CREP SITE PROJECT NO HAR882213A JPR
A14115697
--- ---
I I I
I I I
I I
I I
I I
J l
II
ii
I I
I I
I I
I I
I I I
I I
I I l I
I
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7
IMBOLTON illampMENK
4+00
5+00
6+00
0+00
1+00
1+30
26
gtgt gtgt
gtgt gtgt
gtgt
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45 A
M
EASEMENT BOUNDARY (TYP)
PROPOSED STRUCTURE ST-1
RIP RAP RIFFLE
12 BYPASS PIPE
1115
1110
1105
1100
1095
1090
1085
1080
1075
EXISTING GRND
INLET SW-513 N 36 SQ WALLS
STA
RIMINLET=109800
I=109461 12 W
EXISTING GRND
STA 0+6391 ELEV 110172
STA 0+9239 ELEV 109954
STA 0+7528 ELEV 109954
STA 0+8421 ELEV 109854
STA 0+8821 ELEV 109854
1105
3
1103
3
1102
3
1099
6
1102
8
1112
9
1115
1110
1105
1100
1095
1090
1085
1080
1075 0+00 0+50 1+00 1+50
0 25 50 0 5 10 VERTHORZ 61
SCALE FEET SCALE FEET RIP RAP RIFFLE CROSS SECTIONR
NO REVISION DATEDESIGNED SHEET
1519 BALTIMORE DRIVE DRAWNAMES IOWA 50010
Phone (515) 233-6100 CHECKED
Email Amesbolton-menkcom wwwbolton-menkcom CLIENT PROJ NO
JLH A FINAL 051518 IOWA DEPARTMENT OF AGRICULTURE RMC HARDIN COUNTY CREP SITE PROJECT NO HAR882213A JPR
A14115697
gtIN3W 18 ffi No1oe~
~
SLOPE VARIES SLOPE VARIES
21 21
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46 A
M
R
SLOPE 21 UPSTREAM 6 4
CLASS E RIP RAPPROPOSED ST-1 5 SW-513 INTAKE (PROVIDE BOLT DOWN COVER) SLOPE 151 RIFFLE CHANNEL DOWNSTREAM
1
15
TOP RIFFLE ELEV 10995 INLET ELEVATION
RIFFLE NOTCH ELEV 10985
STREAM FLOWLINE STREAM FLOWLINEELEV 10976
12 FLOWLINE OUT ELEV 109461 BTM STRUCTURE PLACE ENGINEERING FABRIC BELOW RIP RAPELEV 10941
2 CONCRETE FILLET
8
APPROXIMATELY 37
TYPICAL RIP RAP RIFFLE PROFILE NOT TO SCALE
17
RIFFLE NOTCH ELEV 10985TUCK ENGINEERING FABRIC
1
25
12 DEEP TYP EACH SIDE TOP RIP RAP ELEV 110178
4
1
TOP RIFFLE ELEV 10995 TOP RIFFLE ELEV 10995
CLASS E RIP RAP PLACE ENGINEERING FABRIC BELOW RIP RAP
TYPICAL RIP RAP RIFFLE SECTION NOT TO SCALE
NO REVISION DATEDESIGNED SHEET
1519 BALTIMORE DRIVE DRAWNAMES IOWA 50010
Phone (515) 233-6100 CHECKED
Email Amesbolton-menkcom wwwbolton-menkcom CLIENT PROJ NO
JLH A FINAL 051518 IOWA DEPARTMENT OF AGRICULTURE RMC HARDIN COUNTY CREP SITE PROJECT NO HAR882213A JPR
A14115697
62 RIP RAP RIFFLE DETAILS
--- IMBOLTON illampMENK
I
- - I I
I I I I
I
OWNER JAMES THOMS
SEC 13 T88N R22W
N 24 AC SW NE
SOUTH FORK IOWA RIVER
OWNER JAMES THOMS
SEC 13 T88N R22W
NW NE
SOUTH FORK IOWA RIVER
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53 A
M
R
0 25 50 HORZ 80
SCALE FEET SEEDING AREAS
EASEMENT BOUNDARY (TYP)
NO SEEDING IN POOL AREA
180T
H ST
REET
BERM (DIKE) STRUCTURE
SEEDING
SILT FENCE (TYP)
H AVENUE
SEEDING NOTES
1 ALL SEED BEDS SHALL BE PREPARED AS SPECIFIED IN SECTION IA-6
2 ALL ROCKS 3 OR LARGER IN DIAMETER SHALL BE REMOVED FROM THE SEEDBED
3 CONTRACTOR SHALL SUBMIT A SEEDING PLAN ON FORM IA-CPA-4 FOR EACH TYPE OF SEED TO BE PROVIDED AT LEAST 3 WEEKS PRIOR TO BEGINNING SEEDING OPERATIONS
4 NO SEED TO BE PLACED BELOW THE NORMAL WATER ELEVATION
5 THE 10 ACCESS BENCH ALONG THE PERIMETER OF THE POOL AREA SHALL BE GRADED TO A UNIFORM SURFACE
6 MULCH SHALL BE APPLIED TO ALL STRUCTURE SEEDING AND CHANNEL SEEDING AREAS NO MULCH TO BE APPLIED TO THE BUFFER SEEDING
7 SEEDED AREAS WHERE MULCH IS REQUIRED SHALL BE MULCHED WITHIN 24 HOURS
8 ALL MULCH SHALL BE ANCHORED
9 SEED TYPES SHALL AS SPECIFIED IN SECTION IA-6 OF THE PROJECT MANUAL
10 EXISTING VEGETATION SHALL BE REMOVED OR KILLED BY APPLICATION OF HERBICIDE PRIOR TO PREPARATION FOR SEEDING
11 ANY EXISTING VEGETATION AREAS THAT ARE TO REMAIN UNDISTURBED WILL BE DETERMINED IN THE FIELD BY THE ENGINEER NO CHANGE IN CONTRACT PRICE WILL BE ALLOWED DUE TO CHANGE IN SEEDING AREAS
SEEDING QUANTITIES
584 ACRES - NORMAL WATER LEVEL POOL AREA
19 ACRES - STRUCTURE AND CHANNEL
NO REVISION DATEDESIGNED SHEET
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JLH A FINAL 051518 IOWA DEPARTMENT OF AGRICULTURE RMC HARDIN COUNTY CREP SITE PROJECT NO HAR882213A JPR
A14115697
- Har882213A plans
- Specs Package 12-20-2018 43
- Specs Package 12-20-2018 44
- Specs Package 12-20-2018 45
- Specs Package 12-20-2018 46
- Specs Package 12-20-2018 47
- Specs Package 12-20-2018 48
- Specs Package 12-20-2018 49
- Specs Package 12-20-2018 50
- Specs Package 12-20-2018 51
- Specs Package 12-20-2018 52
- Specs Package 12-20-2018 53
- Specs Package 12-20-2018 54
- Specs Package 12-20-2018 55
-
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I _ --liBOLTON ill amp MENK
OWNER JAMES THOMS
SEC 13 T88N R22W
N 24 AC SW NE
SOUTH FORK IOWA RIVER
OWNER JAMES THOMS
SEC 13 T88N R22W
NW NE
SOUTH FORK IOWA RIVER
SOUTH FORK IOWA RIVER
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0 25 50 HORZ 20
SCALE FEET EXISTING SITE PLAN
180T
H ST
REET
H AVENUE NO REVISION DATEDESIGNED
SHEET1519 BALTIMORE DRIVE
DRAWNAMES IOWA 50010 Phone (515) 233-6100
CHECKED Email Amesbolton-menkcom
wwwbolton-menkcom CLIENT PROJ NO
JLH A FINAL 051518 IOWA DEPARTMENT OF AGRICULTURE RMC HARDIN COUNTY CREP SITE PROJECT NO HAR882213A JPR
A14115697
----- IMampBOLTON ill MENK
-- o
ltgt ltgt-ltmiddot- slt -
middotltcent
I I I
I
OWNER JAMES THOMS
SEC 13 T88N R22W
N 24 AC SW NE
20 MIN
SOUTH FORK IOWA RIVER
OWNER JAMES THOMS
SEC 13 T88N R22W
NW NE
20 MIN
20 MIN
SOUTH FORK IOWA RIVER
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WETLAND ELEV INCREMENTAL CUMULATIVE CUMULATIVE DESIGN CRITERIA VALUE UNIT REQUIREMENT POOL DEPTH
(FT) 00 05 10 15 20 25 30 35 40
(FT) 10950 10955 10960 10965 10970 10975 10980 10985 10990
AREA (FT2) 5194
30182 91115
154604 247549 273117 280455 284872 289327
VOLUME (FT3)
8844 39168
100598 201136 331303 469696 611028 754578
VOLUME (AC-FT)
000 020 090 231 462 761
1078 1403 1732
WATERSHED AREA POOL NORMAL WATER LEVEL (NWL) ELEV DESIGNED WETLAND POOL AREA ( NWL)
PERCENT POOL AREA TO WATERSHED AREA MAXIMUM POOL DEPTH AVERAGE POOL DEPTH DEEP WATER AREA (DEPTH gt 3 FT)
PERCENT DEEP WATER TO POOL AREA POOL STORAGE VOLUME AT NWL BERM ELEVATION POOL STORAGE VOLUME AT TOP OF DIKE MAXIMUM BERM HEIGHT
1441 109700
58 04 2
08 00 00 46
109840 173
109840
ACRES FT
ACRES FT FT
ACRES
ACRE-FT FT
ACRE-FT FT
1427 AC TILE 14 AC DIRECT
Range 05 to 2 of watershed area
Less than 25
AVERAGE BERM HEIGHT 20 FT BERM LENGTH 1436 FT PRIMARY WEIR ELEVATION 109700 FT PRIMARY WEIR WIDTH 18 FT AREA OF BUFFER 98 ACRES RATIO BUFFER AREA TO NWL POOL AREA 17 Less than 4
25-YEAR STORM HWL IN POOL 109735 FT 25-YEAR PEAK INFLOW 4816 CFS 25-YEAR PEAK OUTFLOW 1255 CFS 100-YEAR STORM HWL IN POOL 109749 FT 100-YEAR PEAK INFLOW 7035 CFS 100-YEAR PEAK OUTFLOW 1655 CFS
0 25 50 HORZ
SCALE FEET
30 RCP APRON WTOE WALL FL ELEV 109218 PROPOSED PRIMARY WEIR STRUCTURE
(SW-513 WALL WIDTH = 54 SQ) RIMINLET ELEV 10970 INVERT OUT ELEV 109226 SUMP ELEV 109126
100 YEAR STORM POOL HWL ELEV 109749
NORMAL POOL ELEV 109700 GRADING NOTES
1 REMOVE ALL TREES AND BRUSH THAT MAY LIE BELOW THE NORMAL POOL ELEVATION 109700
2 ALL EXISTING FIELD TILE SHALL BE OBLITERATED WITHIN THE BERM STRUCTURE EASEMENT BOUNDARY
3 TOPSOIL STRIPPING (SPEC SECT IA-1) AND SITE GRADING (SPEC SECT IA-21) SHALL CONSIST OF ALL GRADING INSIDE OF POOL AREA EXCLUDING THE BERM AND BORROW AREAS ALL OTHER EXCESS TOPSOIL FROM POOL AREA SHALL BE STOCKPILED DURING BERM CONSTRUCTION OR SPREAD IN DESIGNATED WASTE AREA
4 CLAY MATERIAL EXCAVATED FROM CLAY BORROW AREA SHALL BE USED IN CONSTRUCTION OF BERM FILL USED FOR BERM CONSTRUCTION IS INCLUDED AS EARTHFILL (SPEC SECT IA-23)
5 SPREAD 6 OF TOPSOIL IN PRIMARY BORROW AREA AND BERM AREA AFTER CONSTRUCTION ACCORDING TO SPEC SECT IA-26 TOPSOIL IS NOT REQUIRED ON ANY PORTIONS OF SITE BELOW ELEVATION 10940
6 STRIP AND SALVAGE 6 OF TOPSOIL FROM BORROW AREAS AFTER BORROW OPERATIONS ARE COMPLETED SPREAD TOPSOIL UNIFORMLY OVER THE BORROW AREA (INCLUDING AREAS BELOW THE WETLAND NORMAL POOL ELEVATION BUT NOT SLOPES OF DEEP POOL AREA (BELOW 10940)
7 STRIPPED AND REMOVED UNSUITABLE MATERIALS IF ANY ARE TO BE DISPOSED OF IN DESIGNATED AREAS AS DIRECTED BY ENGINEER AND PRIOR TO TOPSOIL PLACEMENT
8 IN TOPSOIL WASTE AREAS FEATHER TOPSOIL INTO SLOPE SO THAT OVERLAND FLOW IS NOT IMPEDED
9 ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH STATE AND LOCAL REGULATIONS CODES AND OSHA STANDARDS
PROPOSED STRUCTURE (SW-513 WALL WIDTH = 36 SQ) RIMINLET ELEV 10970 INVERT ELEV 10940 CLEAR amp GRUB THAT SUMP ELEV 10920 NECESSARY FOR PIPE
INSTALLATION
180T
H ST
REET
BYPASS PIPING
LEGEND PROPOSED RIP RAP RIFFLE
PROPOSED STRUCTURE (SW-513 WALL WIDTH = 36)ELEVATION POOL 10970 RIM ELEV 10976 INVERT ELEV 109461
ELEVATION 100 YR POOL HWL 109749CONSTRUCT BERM WITH 10 TOP
1 31 SIDE SLOPES ON POOL SIDE 2 61 SIDE SLOPES ON RIVER SIDE EASEMENT BOUNDARY
3 TOP ELEV 10984
SILT FENCE H AVENUE NO REVISION DATEDESIGNED
SHEET1519 BALTIMORE DRIVE
DRAWNAMES IOWA 50010 Phone (515) 233-6100
CHECKED Email Amesbolton-menkcom
wwwbolton-menkcom CLIENT PROJ NO
30 FINAL PLAN DESIGN
JLH A FINAL 051518 IOWA DEPARTMENT OF AGRICULTURE RMC HARDIN COUNTY CREP SITE PROJECT NO HAR882213A JPR
A14115697
----- __ ---
------------------------------------ ------------
DOWNSTREAM UPSTREAM
~~ TYPICAL X-SECTION OF EMBANKMENT
~ -middotmiddot
- -- ---
__
~ -
IMBOLTON illampMENK
I
-_
_ _ _ -
----------------_ ---------
gtgt gtgt
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8
SOUTH FORK IOWA RIVER
0
7
6
1
2
3
5
4
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10 ELEV=10984
10 ACCESS BENCH
NWL ELEV 10970
EXISTING GROUND SURFACE
36 11
APPROX 1 SUBCUT
1115
1110
1105
1100
1095
1090
1085
1080
1075
EASEMENT BOUNDARY (TYP)
SOUTH FORK IOWA RIVER INSTALL RIP RAP FOR OUTLET CHANNEL (100 TN)
100 YR STORM POOL HWL ELEV NORMAL
109749 POOL ELEV 10970
PROPOSED TOP OF BERM ELEV 10984
EXISTING GRND PROFILE 1 SUBCUT
PROPOSED BERM PROFILEEXISTING GRND PROFILE
1099
0
1096
410
984
0
1097
110
984
0
1097
210
984
0
1097
210
984
0
1097
210
984
0
1097
310
984
0
1097
410
984
0
1097
510
984
0
1097
610
984
0
1097
710
984
0
1097
810
984
0
1097
710
984
0
1097
710
984
0
1097
410
984
0
1097
110
984
0
1096
810
984
0
1096
810
984
0
1096
810
984
0
1097
110
984
0
1097
610
984
0
1097
510
984
0
1097
510
984
0
1097
510
984
0
1097
510
984
0
1097
510
984
0
1097
510
984
0
1097
410
984
0
1097
510
984
0
1097
210
984
0
1096
810
984
0
1115
1110
1105
1100
1095
1090
1085
1080
1075 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 5+50 6+00 6+50 7+00 7+50
0 25 50 0 5 10 VERTHORZ 40
SCALE FEET SCALE FEET BERM PLAN AND PROFILER
NO REVISION DATEDESIGNED SHEET
1519 BALTIMORE DRIVE DRAWNAMES IOWA 50010
Phone (515) 233-6100 CHECKED
Email Amesbolton-menkcom wwwbolton-menkcom CLIENT PROJ NO
JLH A FINAL 051518 IOWA DEPARTMENT OF AGRICULTURE RMC HARDIN COUNTY CREP SITE PROJECT NO HAR882213A JPR
A14115697
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1 11 111
---
I I I I I I I I I I I I I I I I I I I I I i I I I I I I I I I I I I I I I I I
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1097 - - - -- _ - -- -- -- -- --
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SOUTH
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gtgt gtgt gtgt gtgt gtgt gtgt gtgt gtgt
13
9
12
10 11
8 14
14
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SOU
TH FORK IO
WA RIVER
1115
1110
1105
1100
1095
1090
1085
1080
1075
EASEMENT BOUNDARY (TYP)
NORMAL POOL ELEV 10970
100 YR STORM POOL HWL ELEV 109749
PROPOSED TOP OF BERM ELEV 10984
EXISTING GRND PROFILE 1 SUBCUT
EXISTING GRND PROFILE PROPOSED BERM PROFILE
1096
810
984
0
1097
010
984
0
1097
110
984
0
1096
910
984
0
1096
610
984
0
1096
710
984
0
1096
810
984
0
1096
310
984
0
1096
210
984
0
1096
510
984
0
1096
410
984
0
1096
310
984
0
1096
110
984
0
1096
010
984
0
1096
510
984
0
1096
710
984
0
1096
610
984
0
1096
610
984
0
1096
510
984
0
1096
210
984
0
1095
810
984
0
1095
510
984
0
1095
510
984
0
1095
610
984
0
1095
710
984
0
1095
910
984
0
1096
210
984
0
1097
110
984
0
1115
1110
1105
1100
1095
1090
1085
1080
1075 7+50 8+00 8+50 9+00 9+50 10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 14+00 14+50 15+00
0 25 50 0 5 10 VERTHORZ 41
SCALE FEET SCALE FEET BERM PLAN AND PROFILER
NO REVISION DATEDESIGNED SHEET
1519 BALTIMORE DRIVE DRAWNAMES IOWA 50010
Phone (515) 233-6100 CHECKED
Email Amesbolton-menkcom wwwbolton-menkcom CLIENT PROJ NO
JLH A FINAL 051518 IOWA DEPARTMENT OF AGRICULTURE RMC HARDIN COUNTY CREP SITE PROJECT NO HAR882213A JPR
A14115697
I
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I I
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---
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SOUT
H FO
RK IO
WA
RIVE
R
0
1
2
PROPOSED PRIMARY WEIR STRUCTURE ST-3 (SW-513 WALL WIDTH = 54 SQ) RIMINLET ELEV 10970 INVERT OUT ELEV 109226 SUMP ELEV 109126
100 YEAR STORM POOL HWL ELEV 109749
NORMAL POOL ELEV 109700
EASEMENT BOUNDARY (TYP)
INSTALL RIP RAP FOR OUTLET GENERAL CONSTRUCTION NOTES CHANNEL (100 TN) 1 30 RCP PIPE JOINTS SHALL BE TIED PER IOWA DOT
STANDARD ROAD PLAN DR-121 2 30 RCP PIPE BEDDING MATERIAL SHALL BE SELECT CLAY
BACKFILL HAND TAMPED TO THE SPRINGLINE OF PIPE ROCK BEDDING WILL NOT BE ACCEPTABLE
3 30 RCP APRON WGUARD SHALL BE TIED TO 30 RCP OUTLET PIPE
0+00
1+00
1+08
48
gtgt gtgt gtgt
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1110
1105
1100
1095
1090
1085
1080
1075
SOU
TH F
ORK
IOW
A RI
VER
EXISTING GRND PROFILE
PROPOSED TOP BERM ELEV 10990
NWL = 10970
ST-3 SW-513 N 54 SQ WALLS
STA 1+08
RIMINLET=109700
I=109226 30 S
82 - 30 RCP 009
INSTALL 30 RCP APRON AND APRON SECTION FOOTING (SEE SUDAS FIGURE 4030221)
1097
810
921
8
1097
310
922
1
1097
110
922
3
1096
910
922
5
1115
1110
1105
1100
1095
1090
1085
1080
1075 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 5+50 6+00 6+50 7+00 7+50
0 25 50 0 5 10 VERTHORZ 50
SCALE FEET SCALE FEET PRIMARY WEIR OUTLET PLAN AND PROFILER
NO REVISION DATEDESIGNED SHEET
1519 BALTIMORE DRIVE DRAWNAMES IOWA 50010
Phone (515) 233-6100 CHECKED
Email Amesbolton-menkcom wwwbolton-menkcom CLIENT PROJ NO
JLH A FINAL 051518 IOWA DEPARTMENT OF AGRICULTURE RMC HARDIN COUNTY CREP SITE PROJECT NO HAR882213A JPR
A14115697
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--- ----------------------~ ____ fl_
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6+00
12 RCP
12 RCP 29deg
14
14
0+00
12RCP
22deg
7+4396
7+00
12RCP
42deg
SOUTH FORK IOWA RIVER
1+00
2+00
3+00
4+00
5+00
gtgtgtgt
gtgtgtgt
gtgtgtgt
gtgtgtgt
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100 YEAR STORM POOL HWL ELEV 109749 EASEMENT BOUNDARY (TYP)
NORMAL POOL ELEV 109700
PROPOSED STRUCTURE ST-2 (SW-513 WALL WIDTH = 36 SQ) RIMINLET ELEV 10970 INVERT ELEV 10940 SUMP ELEV 10920
PROPOSED STRUCTURE ST-1 (SW-513 WALL WIDTH = 36) RIMINLET ELEV 10976
INVERT ELEV 109461
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1115
1110
1105
1100
1095
1090
1085
1080
1075
ST-2 SW-513 N 36 SQ WALLS
STA 0+03
R=109700
I=109400 12 N
EXISTING GRND PROFILE
NWL 10970
ST-1 SW-513 N 36 SQ WALLS
STA 7+44
RIMINLET=109760
I=109461 12 W EXISTING GROUND
STA 7+4396 ELEV 109765
VPI 7+4396VPI 0+0306 EL 109461 EL 109400
90 - 12 RCP 008107 - 12 RCP 00892 - 12 RCP 008452 - 12 RCP 008
1096
3
1097
110
940
2
1097
210
940
4
1099
310
940
6
1103
410
940
8
1108
810
941
0
1113
210
941
2
1115
110
941
4
1115
910
941
6
1112
110
941
8
1107
810
942
0
1104
410
942
2
1102
410
942
4
1100
310
942
7
1100
210
942
9
1100
410
943
1
1101
110
943
3
1101
610
943
5
1101
210
943
7
1100
310
943
9
1100
110
944
1
1099
910
944
3
1100
210
944
5
1100
410
944
7
1100
010
944
9
1099
810
945
1
1102
110
945
3
1099
710
945
5
1099
510
945
7
1098
710
945
9
1115
1110
1105
1100
1095
1090
1085
1080
1075 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 5+50 6+00 6+50 7+00 7+50
0 25 50 0 5 10 VERTHORZ 51
SCALE FEET SCALE FEET PIPE BYPASS PLAN AND PROFILER
NO REVISION DATEDESIGNED SHEET
1519 BALTIMORE DRIVE DRAWNAMES IOWA 50010
Phone (515) 233-6100 CHECKED
Email Amesbolton-menkcom wwwbolton-menkcom CLIENT PROJ NO
JLH A FINAL 051518 IOWA DEPARTMENT OF AGRICULTURE RMC HARDIN COUNTY CREP SITE PROJECT NO HAR882213A JPR
A14115697
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--
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FIGURE 6010513 STANDARD ROAD PIAN SW-513
_ _ REVISIONS Changed Invert callout to Concrete Fillet Updated line work and Iowa DOT
and SUDAS logo
REVISION
1 04-17-18
SHEET 1 of 1
OPEN-SIDED AREA INTAKE
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1519 BALTIMORE DRIVE DRAWNAMES IOWA 50010
Phone (515) 233-6100 CHECKED
Email Amesbolton-menkcom wwwbolton-menkcom CLIENT PROJ NO
52 STRUCTURE DETAILS
Wall Reinforcing
4 Bars at 12
oc Each Way
6
A
1
Inlet
Openings
3
6 x 6
Corner Pier
(When Applicable)
Location Station
4
6 x 6
Center Pier
(When Applicable)
A
Structure may be built with openings on any or all sides
Provide openings and orientation as specified in the contract
documents
Adjacent walls may have different widths based upon pipe
configuration but structure must be rectangular
1 Construct inlet openings with 15-inch 4 epoxy-coated bars
at 8 inches on center Embed bars a minimum of 3 inches
into walls and top at all openings
5
Wall
Width
7
Diagonal Bar
(typ)
2
3
Grade to inlet elevation on open sides Grade to top
elevation on closed sides
Corner pier required between openings of two adjacent
walls Extend wall reinforcing vertically through pier Install
one additional 15-inch 4 bar in pier
6
6 5
Wall Width
PLAN 6
Top Reinforcing
4 bars at 6
oc Each Way
4
5
Center pier required at center of any inlet opening with
length of 5 feet or greater Extend wall reinforcing vertically
through pier Install one additional 15-inch 4 bar in pier
Wall widths vary with pipe diameter Provide 6 inches of wall
width (minimum) each side of pipe opening Minimum wall
width is 36 inches Maximum wall width is 72 inches
2
Grade to Top
6
Top Elevation SW-602 Type G Casting (Bolt Cover to Frame)
9 Inlet 2
Inlet Grade to Inlet Elevation
6
7
Cast-in-place base shown If base is precast integral with
walls the footprint of base is not required to extend beyond
the outer edge of the walls
Install four 4 diagonal bars at all pipe openings
Depth
(7-0 max)
8
12 min 1
Inlet
Opening
Concrete
Fillet
8 12 minimum wall height above all pipes
D 6 min
Lowest Flowline 4
6
Base 6
5
Wall Width 6
8 min
4 Bars at 12
oc Each Way
SECTION A-A
JLH A FINAL 051518 IOWA DEPARTMENT OF AGRICULTURE RMC HARDIN COUNTY CREP SITE PROJECT NO HAR882213A JPR
A14115697
STRUCTURE TABLE STRUCTURE NO INLET OPENING PIPE SIZE (INOUT) INVERT ELEV
(INOUT) INLET ELEV STRUCTURE DEPTH (FT)
WALL WIDTH (INCHES)
ST-1 4 SIDES 12 OUT 109461 109760 374 36 ST-2 4 SIDES 12 IN 109400 109700 375 36 ST-3 4 SIDES 30 OUT 109260 109700 515 54
0 0
0
FIGUREJOID102
DIRE
0
0
I
STANDARD ROAD PlAN SW-102
0 MITH [I EN N R
FIGURE3010101 STANDARD ROAD PLAN SW-101
IMBOLTON illampMENK
0
1imiddot-c 1~12~_ middotcl- ~
ALLOWABLE BURY OEPTH
I I
0
0
0
0
FIGURE4020211 STANDARD ROAD PIAN SW-211
SUDASDI CTOR De IGNMETHOOSENGN n
FIGUREJOI0102 STANDARD ROAD PIAN SW-102
suciso crcn DE lltSNMETHOD5EGN II
______________________________________________________________________ ______________________________________________________________________
__________________________________________________________________ __________________________________________________________________
6
m
in
3
Refer to the contract documents for specific material and placement
requirements
1 Required only when specified in the contract documents or when
directed by the Engineer
Bury Depth
12 min
TW
OD
Final Tr
Secondary Backfill
ench Backfill
OD
D
TW
d
Key
= Outside diameter of pipe
= Inside diameter of pipe
= Trench width at top of pipe
= Depth of bedding material below pipe
Springline of Pipe
OD2
OD2
OD6
d
D
Primary Backfill
Haunch Support
Pipe Bedding
Over-excavation
Foundation Stone
1 and
RCP AND VCP CIRCULAR PIPE BEDDING
TW TW
OD6
d
OD
CLASS R-1
Class Material
I Bedding OD
OD2
CLASS R-2 d
Refer to sheet 2 for b
Use Bedding Class R-1
Place remainder of bedocuments
ury depth restrictions
or R-2 unless specified othe
dding and backfill materials
rwise
as specified in the contract
6 min
3
6
min
6
min
4 min
Trim pipe
and fill voids
with mortar
Wall of Precast Manhole
or Intake Structure
6x6 - w2xw2
(8ga) Wire Mesh
9 min
6x6 - w2xw2
(8ga) Wire Mesh
Pipe Joint
Overlap fabric
12 at top of pipe
TYPE PC-1 CONCRETE COLLAR CONNECTION
CONCRETE COLLAR FOR PIPES 12 AND SMALLER
Wall of Precast Manhole
or Intake Structure
4 min
TYPE PC-2 CONCRETE COLLAR CONNECTION
CONCRETE COLLAR FOR PIPES GREATER THAN 12
Engineering
Fabric
PIPE JOINT WRAPPING
PIPE TO PIPE CONNECTION PIPE TO STRUCTURE CONNECTION
HI
DALS
A14
1156
97C
ADC
3DS
heet
DW
G C3
D 20
181
1569
7_C5
0dw
g 12
20
2018
83
536
AM
REVISIONS
REVISIONS Removed Invert callout on Pipe to Structure View Retitled and replaced old
Iowa DOT and SUDAS logos with new logos
REVISIONS Changed title to RCP AND VCP CIRCULAR BEDDING Changed title
on bedding Class R-4 from Concrete Arch to Concrete Top
REVISIONS Changed title to RCP AND VCP CIRCULAR BEDDING Changed title
on bedding Class R-4 from Concrete Arch to Concrete Top
REVISION
04-17-18STDSUDAS_Block_991599
SHEET 1 of 1
TRENCH BEDDING AND BACKFILL ZONES
FIG
UR
E 4
02
02
11
S
HE
ET
1
O
F 1
12 12
min min
REVISION
_2_ 04-17-18
SHEET 1 of 1
STORM SEWER PIPE CONNECTIONS
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FIG
UR
E 3
01
01
02
SH
EE
T 1
O
F 2
REVISION
04-18-172 REVISION
2 04-18-17Key
OD = Outside diameter of pipe OS = Outside span of pipe
TW = Trench width at top of pipe Min = OD+18 inches Max= 125xOD+12 inches OR 54 inches (whichever is greater)
d = Depth of bedding material below pipe OD8 or OS8 OR 4 inches (whichever is greater)
SHEET 1 of 2 SHEET 2 of 2
RIGID GRAVITY PIPE
TRENCH BEDDING
FIG
UR
E 3
01
01
02
S
HE
ET
2
O
F 2
RIGID GRAVITY PIPE
TRENCH BEDDING
1 Lap ends of wire mesh a minimum of
6 inches
2 Concrete collar is required when
annular space between the outside
of the pipe and the wall of the
structure is 2 inches or greater
3 Provide two 4 hoop bars in concrete
collar Lap bars a minimum of 6 inches
4 Trowel concrete flush with inside
wall of structure
1 2 4
3
1
2 4
3
1
2 2
1 CLASS III RCP CLASS IV RCP CLASS V RCP
2 Pipe
Diameter
(in)
12
15
18
21
24
27
30
33
36
42
48
54
60
66
72
Class
R-1
Bedding
7
8
8
8
8
10
1 1
1 1
1 1
1 1
1 1
1 1
1 1
1 1
1 1
Class Class R-3 amp R-4 Bedding
R-2
Bedding
No Steel
As=04
As=10
10
15
19
27
10
16
19
27
1 1
16
20
40
1 1
18
26
40
12
23
36
40
15
30
40
40
15
29
40
40
15
28
40
40
15
27
40
40
15
26
38
40
15
26
36
40
15
25
34
40
15
25
33
40
15
24
32
40
15
24
32
40
Pipe
Diameter
(in)
12
15
18
21
24
27
30
33
36
42
48
54
60
66
72
Class
R-1
Bedding
12
12
13
13
16
19
19
19
19
18
18
18
18
18
18
Class
Class R-3 amp R-4 Bedding
R-2
Bedding
No Steel
As=04
As=10
15
23
28
40
16
23
30
40
16
29
40
40
18
40
40
40
23
40
40
40
30
40
40
40
29
40
40
40
28
40
40
40
28
40
40
40
27
40
40
40
26
40
40
40
25
40
40
40
25
40
40
40
25
40
40
40
24
40
40
40
Pipe
Diameter
(in)
12
15
18
21
24
27
30
33
36
42
48
54
60
66
72
Class
R-1
Bedding
18
19
19
25
34
40
40
40
40
37
35
33
32
31
31
Class
Class R-3 amp R-4 Bedding
R-2
Bedding
No Steel
As=04
As=10
23 35
40
40
24
40
40
40
30 40
40
40
40
40
40
40
40 40
40
40
40
40
40
40
40 40
40
40
40
40
40
40
40 40
40
40
40
40
40
40
40 40
40
40
40
40
40
40
40
40
40
40
40
40
40
40
40
40
40
40
As = Area of Steel Reinforcing As = Area of Steel Reinforcing As = Area of Steel Reinforcing
R
NO REVISION DATEDESIGNED SHEET
1519 BALTIMORE DRIVE DRAWNAMES IOWA 50010
Phone (515) 233-6100 CHECKED
Email Amesbolton-menkcom wwwbolton-menkcom CLIENT PROJ NO
53 MISCELLANEOUS DETAILS
JLH A FINAL 051518 IOWA DEPARTMENT OF AGRICULTURE RMC HARDIN COUNTY CREP SITE PROJECT NO HAR882213A JPR
A14115697
~--- ~BOLTON ~ampMENK
0+00
1+00
1+3026
7+00
180th STREET 0+
00
7+6021 5+00
3+00
4+00
2+00
6+00
1+00
gtgt
gtgt
gtgt
gtgt
gtgt
gtgt
gtgt
gtgt
gtgt
gtgt
gtgt
gtgt
gtgt
gtgt gtgtgtgt
gtgt
gtgt gtgt gtgtgtgt gtgt
gtgt
gtgt
gtgt
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dwg
122
020
18 8
35
44 A
M
12 BYPASS PIPE
EASEMENT BOUNDARY (TYP)
RIP RAP RIFFLE (55 TON)
PROPOSED STRUCTURE ST-1
1115
1110
1105
1100
1095
1090
1085
1080
1075
PROPOSED RIP RAP RIFFLE
EXISTING WATERWAY PROFILE
INLET SW-513 N 36 SQ WALLS
STA
R=109800
I=109461 12 W STA 5+2392
STA 5+3002ELEV 109854 ELEV 109854
STA 5+0709 ELEV 109760
1092
9
1092
9
1093
2
1093
3
1093
5
1093
6
1093
8
1093
8
1093
8
1094
1
1094
5
1094
8
1095
0
1095
1
1095
2
1095
3
1096
1
1096
6
1096
9
1097
2
1097
6
1097
410
985
4
1098
0
1098
3
1098
6
1098
9
1099
0
1099
1
1099
4
1099
6
1107
8
1115
1110
1105
1100
1095
1090
1085
1080
1075 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 5+50 6+00 6+50 7+00 7+50
0 25 50 0 5 10 VERTHORZ 60
SCALE FEET SCALE FEET EXISTING WATERWAY PLAN AND PROFILER
NO REVISION DATEDESIGNED SHEET
1519 BALTIMORE DRIVE DRAWNAMES IOWA 50010
Phone (515) 233-6100 CHECKED
Email Amesbolton-menkcom wwwbolton-menkcom CLIENT PROJ NO
JLH A FINAL 051518 IOWA DEPARTMENT OF AGRICULTURE RMC HARDIN COUNTY CREP SITE PROJECT NO HAR882213A JPR
A14115697
--- ---
I I I
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I I
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IMBOLTON illampMENK
4+00
5+00
6+00
0+00
1+00
1+30
26
gtgt gtgt
gtgt gtgt
gtgt
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C3D
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45 A
M
EASEMENT BOUNDARY (TYP)
PROPOSED STRUCTURE ST-1
RIP RAP RIFFLE
12 BYPASS PIPE
1115
1110
1105
1100
1095
1090
1085
1080
1075
EXISTING GRND
INLET SW-513 N 36 SQ WALLS
STA
RIMINLET=109800
I=109461 12 W
EXISTING GRND
STA 0+6391 ELEV 110172
STA 0+9239 ELEV 109954
STA 0+7528 ELEV 109954
STA 0+8421 ELEV 109854
STA 0+8821 ELEV 109854
1105
3
1103
3
1102
3
1099
6
1102
8
1112
9
1115
1110
1105
1100
1095
1090
1085
1080
1075 0+00 0+50 1+00 1+50
0 25 50 0 5 10 VERTHORZ 61
SCALE FEET SCALE FEET RIP RAP RIFFLE CROSS SECTIONR
NO REVISION DATEDESIGNED SHEET
1519 BALTIMORE DRIVE DRAWNAMES IOWA 50010
Phone (515) 233-6100 CHECKED
Email Amesbolton-menkcom wwwbolton-menkcom CLIENT PROJ NO
JLH A FINAL 051518 IOWA DEPARTMENT OF AGRICULTURE RMC HARDIN COUNTY CREP SITE PROJECT NO HAR882213A JPR
A14115697
gtIN3W 18 ffi No1oe~
~
SLOPE VARIES SLOPE VARIES
21 21
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020
18 8
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46 A
M
R
SLOPE 21 UPSTREAM 6 4
CLASS E RIP RAPPROPOSED ST-1 5 SW-513 INTAKE (PROVIDE BOLT DOWN COVER) SLOPE 151 RIFFLE CHANNEL DOWNSTREAM
1
15
TOP RIFFLE ELEV 10995 INLET ELEVATION
RIFFLE NOTCH ELEV 10985
STREAM FLOWLINE STREAM FLOWLINEELEV 10976
12 FLOWLINE OUT ELEV 109461 BTM STRUCTURE PLACE ENGINEERING FABRIC BELOW RIP RAPELEV 10941
2 CONCRETE FILLET
8
APPROXIMATELY 37
TYPICAL RIP RAP RIFFLE PROFILE NOT TO SCALE
17
RIFFLE NOTCH ELEV 10985TUCK ENGINEERING FABRIC
1
25
12 DEEP TYP EACH SIDE TOP RIP RAP ELEV 110178
4
1
TOP RIFFLE ELEV 10995 TOP RIFFLE ELEV 10995
CLASS E RIP RAP PLACE ENGINEERING FABRIC BELOW RIP RAP
TYPICAL RIP RAP RIFFLE SECTION NOT TO SCALE
NO REVISION DATEDESIGNED SHEET
1519 BALTIMORE DRIVE DRAWNAMES IOWA 50010
Phone (515) 233-6100 CHECKED
Email Amesbolton-menkcom wwwbolton-menkcom CLIENT PROJ NO
JLH A FINAL 051518 IOWA DEPARTMENT OF AGRICULTURE RMC HARDIN COUNTY CREP SITE PROJECT NO HAR882213A JPR
A14115697
62 RIP RAP RIFFLE DETAILS
--- IMBOLTON illampMENK
I
- - I I
I I I I
I
OWNER JAMES THOMS
SEC 13 T88N R22W
N 24 AC SW NE
SOUTH FORK IOWA RIVER
OWNER JAMES THOMS
SEC 13 T88N R22W
NW NE
SOUTH FORK IOWA RIVER
c Bo
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020
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53 A
M
R
0 25 50 HORZ 80
SCALE FEET SEEDING AREAS
EASEMENT BOUNDARY (TYP)
NO SEEDING IN POOL AREA
180T
H ST
REET
BERM (DIKE) STRUCTURE
SEEDING
SILT FENCE (TYP)
H AVENUE
SEEDING NOTES
1 ALL SEED BEDS SHALL BE PREPARED AS SPECIFIED IN SECTION IA-6
2 ALL ROCKS 3 OR LARGER IN DIAMETER SHALL BE REMOVED FROM THE SEEDBED
3 CONTRACTOR SHALL SUBMIT A SEEDING PLAN ON FORM IA-CPA-4 FOR EACH TYPE OF SEED TO BE PROVIDED AT LEAST 3 WEEKS PRIOR TO BEGINNING SEEDING OPERATIONS
4 NO SEED TO BE PLACED BELOW THE NORMAL WATER ELEVATION
5 THE 10 ACCESS BENCH ALONG THE PERIMETER OF THE POOL AREA SHALL BE GRADED TO A UNIFORM SURFACE
6 MULCH SHALL BE APPLIED TO ALL STRUCTURE SEEDING AND CHANNEL SEEDING AREAS NO MULCH TO BE APPLIED TO THE BUFFER SEEDING
7 SEEDED AREAS WHERE MULCH IS REQUIRED SHALL BE MULCHED WITHIN 24 HOURS
8 ALL MULCH SHALL BE ANCHORED
9 SEED TYPES SHALL AS SPECIFIED IN SECTION IA-6 OF THE PROJECT MANUAL
10 EXISTING VEGETATION SHALL BE REMOVED OR KILLED BY APPLICATION OF HERBICIDE PRIOR TO PREPARATION FOR SEEDING
11 ANY EXISTING VEGETATION AREAS THAT ARE TO REMAIN UNDISTURBED WILL BE DETERMINED IN THE FIELD BY THE ENGINEER NO CHANGE IN CONTRACT PRICE WILL BE ALLOWED DUE TO CHANGE IN SEEDING AREAS
SEEDING QUANTITIES
584 ACRES - NORMAL WATER LEVEL POOL AREA
19 ACRES - STRUCTURE AND CHANNEL
NO REVISION DATEDESIGNED SHEET
1519 BALTIMORE DRIVE DRAWNAMES IOWA 50010
Phone (515) 233-6100 CHECKED
Email Amesbolton-menkcom wwwbolton-menkcom CLIENT PROJ NO
JLH A FINAL 051518 IOWA DEPARTMENT OF AGRICULTURE RMC HARDIN COUNTY CREP SITE PROJECT NO HAR882213A JPR
A14115697
- Har882213A plans
- Specs Package 12-20-2018 43
- Specs Package 12-20-2018 44
- Specs Package 12-20-2018 45
- Specs Package 12-20-2018 46
- Specs Package 12-20-2018 47
- Specs Package 12-20-2018 48
- Specs Package 12-20-2018 49
- Specs Package 12-20-2018 50
- Specs Package 12-20-2018 51
- Specs Package 12-20-2018 52
- Specs Package 12-20-2018 53
- Specs Package 12-20-2018 54
- Specs Package 12-20-2018 55
-
----- IMampBOLTON ill MENK
-- o
ltgt ltgt-ltmiddot- slt -
middotltcent
I I I
I
OWNER JAMES THOMS
SEC 13 T88N R22W
N 24 AC SW NE
20 MIN
SOUTH FORK IOWA RIVER
OWNER JAMES THOMS
SEC 13 T88N R22W
NW NE
20 MIN
20 MIN
SOUTH FORK IOWA RIVER
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020
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20 A
M
R
WETLAND ELEV INCREMENTAL CUMULATIVE CUMULATIVE DESIGN CRITERIA VALUE UNIT REQUIREMENT POOL DEPTH
(FT) 00 05 10 15 20 25 30 35 40
(FT) 10950 10955 10960 10965 10970 10975 10980 10985 10990
AREA (FT2) 5194
30182 91115
154604 247549 273117 280455 284872 289327
VOLUME (FT3)
8844 39168
100598 201136 331303 469696 611028 754578
VOLUME (AC-FT)
000 020 090 231 462 761
1078 1403 1732
WATERSHED AREA POOL NORMAL WATER LEVEL (NWL) ELEV DESIGNED WETLAND POOL AREA ( NWL)
PERCENT POOL AREA TO WATERSHED AREA MAXIMUM POOL DEPTH AVERAGE POOL DEPTH DEEP WATER AREA (DEPTH gt 3 FT)
PERCENT DEEP WATER TO POOL AREA POOL STORAGE VOLUME AT NWL BERM ELEVATION POOL STORAGE VOLUME AT TOP OF DIKE MAXIMUM BERM HEIGHT
1441 109700
58 04 2
08 00 00 46
109840 173
109840
ACRES FT
ACRES FT FT
ACRES
ACRE-FT FT
ACRE-FT FT
1427 AC TILE 14 AC DIRECT
Range 05 to 2 of watershed area
Less than 25
AVERAGE BERM HEIGHT 20 FT BERM LENGTH 1436 FT PRIMARY WEIR ELEVATION 109700 FT PRIMARY WEIR WIDTH 18 FT AREA OF BUFFER 98 ACRES RATIO BUFFER AREA TO NWL POOL AREA 17 Less than 4
25-YEAR STORM HWL IN POOL 109735 FT 25-YEAR PEAK INFLOW 4816 CFS 25-YEAR PEAK OUTFLOW 1255 CFS 100-YEAR STORM HWL IN POOL 109749 FT 100-YEAR PEAK INFLOW 7035 CFS 100-YEAR PEAK OUTFLOW 1655 CFS
0 25 50 HORZ
SCALE FEET
30 RCP APRON WTOE WALL FL ELEV 109218 PROPOSED PRIMARY WEIR STRUCTURE
(SW-513 WALL WIDTH = 54 SQ) RIMINLET ELEV 10970 INVERT OUT ELEV 109226 SUMP ELEV 109126
100 YEAR STORM POOL HWL ELEV 109749
NORMAL POOL ELEV 109700 GRADING NOTES
1 REMOVE ALL TREES AND BRUSH THAT MAY LIE BELOW THE NORMAL POOL ELEVATION 109700
2 ALL EXISTING FIELD TILE SHALL BE OBLITERATED WITHIN THE BERM STRUCTURE EASEMENT BOUNDARY
3 TOPSOIL STRIPPING (SPEC SECT IA-1) AND SITE GRADING (SPEC SECT IA-21) SHALL CONSIST OF ALL GRADING INSIDE OF POOL AREA EXCLUDING THE BERM AND BORROW AREAS ALL OTHER EXCESS TOPSOIL FROM POOL AREA SHALL BE STOCKPILED DURING BERM CONSTRUCTION OR SPREAD IN DESIGNATED WASTE AREA
4 CLAY MATERIAL EXCAVATED FROM CLAY BORROW AREA SHALL BE USED IN CONSTRUCTION OF BERM FILL USED FOR BERM CONSTRUCTION IS INCLUDED AS EARTHFILL (SPEC SECT IA-23)
5 SPREAD 6 OF TOPSOIL IN PRIMARY BORROW AREA AND BERM AREA AFTER CONSTRUCTION ACCORDING TO SPEC SECT IA-26 TOPSOIL IS NOT REQUIRED ON ANY PORTIONS OF SITE BELOW ELEVATION 10940
6 STRIP AND SALVAGE 6 OF TOPSOIL FROM BORROW AREAS AFTER BORROW OPERATIONS ARE COMPLETED SPREAD TOPSOIL UNIFORMLY OVER THE BORROW AREA (INCLUDING AREAS BELOW THE WETLAND NORMAL POOL ELEVATION BUT NOT SLOPES OF DEEP POOL AREA (BELOW 10940)
7 STRIPPED AND REMOVED UNSUITABLE MATERIALS IF ANY ARE TO BE DISPOSED OF IN DESIGNATED AREAS AS DIRECTED BY ENGINEER AND PRIOR TO TOPSOIL PLACEMENT
8 IN TOPSOIL WASTE AREAS FEATHER TOPSOIL INTO SLOPE SO THAT OVERLAND FLOW IS NOT IMPEDED
9 ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH STATE AND LOCAL REGULATIONS CODES AND OSHA STANDARDS
PROPOSED STRUCTURE (SW-513 WALL WIDTH = 36 SQ) RIMINLET ELEV 10970 INVERT ELEV 10940 CLEAR amp GRUB THAT SUMP ELEV 10920 NECESSARY FOR PIPE
INSTALLATION
180T
H ST
REET
BYPASS PIPING
LEGEND PROPOSED RIP RAP RIFFLE
PROPOSED STRUCTURE (SW-513 WALL WIDTH = 36)ELEVATION POOL 10970 RIM ELEV 10976 INVERT ELEV 109461
ELEVATION 100 YR POOL HWL 109749CONSTRUCT BERM WITH 10 TOP
1 31 SIDE SLOPES ON POOL SIDE 2 61 SIDE SLOPES ON RIVER SIDE EASEMENT BOUNDARY
3 TOP ELEV 10984
SILT FENCE H AVENUE NO REVISION DATEDESIGNED
SHEET1519 BALTIMORE DRIVE
DRAWNAMES IOWA 50010 Phone (515) 233-6100
CHECKED Email Amesbolton-menkcom
wwwbolton-menkcom CLIENT PROJ NO
30 FINAL PLAN DESIGN
JLH A FINAL 051518 IOWA DEPARTMENT OF AGRICULTURE RMC HARDIN COUNTY CREP SITE PROJECT NO HAR882213A JPR
A14115697
----- __ ---
------------------------------------ ------------
DOWNSTREAM UPSTREAM
~~ TYPICAL X-SECTION OF EMBANKMENT
~ -middotmiddot
- -- ---
__
~ -
IMBOLTON illampMENK
I
-_
_ _ _ -
----------------_ ---------
gtgt gtgt
gtgt
8
SOUTH FORK IOWA RIVER
0
7
6
1
2
3
5
4
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24 A
M
10 ELEV=10984
10 ACCESS BENCH
NWL ELEV 10970
EXISTING GROUND SURFACE
36 11
APPROX 1 SUBCUT
1115
1110
1105
1100
1095
1090
1085
1080
1075
EASEMENT BOUNDARY (TYP)
SOUTH FORK IOWA RIVER INSTALL RIP RAP FOR OUTLET CHANNEL (100 TN)
100 YR STORM POOL HWL ELEV NORMAL
109749 POOL ELEV 10970
PROPOSED TOP OF BERM ELEV 10984
EXISTING GRND PROFILE 1 SUBCUT
PROPOSED BERM PROFILEEXISTING GRND PROFILE
1099
0
1096
410
984
0
1097
110
984
0
1097
210
984
0
1097
210
984
0
1097
210
984
0
1097
310
984
0
1097
410
984
0
1097
510
984
0
1097
610
984
0
1097
710
984
0
1097
810
984
0
1097
710
984
0
1097
710
984
0
1097
410
984
0
1097
110
984
0
1096
810
984
0
1096
810
984
0
1096
810
984
0
1097
110
984
0
1097
610
984
0
1097
510
984
0
1097
510
984
0
1097
510
984
0
1097
510
984
0
1097
510
984
0
1097
510
984
0
1097
410
984
0
1097
510
984
0
1097
210
984
0
1096
810
984
0
1115
1110
1105
1100
1095
1090
1085
1080
1075 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 5+50 6+00 6+50 7+00 7+50
0 25 50 0 5 10 VERTHORZ 40
SCALE FEET SCALE FEET BERM PLAN AND PROFILER
NO REVISION DATEDESIGNED SHEET
1519 BALTIMORE DRIVE DRAWNAMES IOWA 50010
Phone (515) 233-6100 CHECKED
Email Amesbolton-menkcom wwwbolton-menkcom CLIENT PROJ NO
JLH A FINAL 051518 IOWA DEPARTMENT OF AGRICULTURE RMC HARDIN COUNTY CREP SITE PROJECT NO HAR882213A JPR
A14115697
I
I
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1 11 111
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I I I I I I I I I I I I I I I I I I I I I i I I I I I I I I I I I I I I I I I
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- - -
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IMBOLTON illampMENK
1097 - - - -- _ - -- -- -- -- --
~ --- I
--------shy
SOUTH
FORK
IOW
A RI
VER
gtgt gtgt gtgt gtgt gtgt gtgt gtgt gtgt
13
9
12
10 11
8 14
14
c Bo
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C3D
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18 8
35
25 A
M
SOU
TH FORK IO
WA RIVER
1115
1110
1105
1100
1095
1090
1085
1080
1075
EASEMENT BOUNDARY (TYP)
NORMAL POOL ELEV 10970
100 YR STORM POOL HWL ELEV 109749
PROPOSED TOP OF BERM ELEV 10984
EXISTING GRND PROFILE 1 SUBCUT
EXISTING GRND PROFILE PROPOSED BERM PROFILE
1096
810
984
0
1097
010
984
0
1097
110
984
0
1096
910
984
0
1096
610
984
0
1096
710
984
0
1096
810
984
0
1096
310
984
0
1096
210
984
0
1096
510
984
0
1096
410
984
0
1096
310
984
0
1096
110
984
0
1096
010
984
0
1096
510
984
0
1096
710
984
0
1096
610
984
0
1096
610
984
0
1096
510
984
0
1096
210
984
0
1095
810
984
0
1095
510
984
0
1095
510
984
0
1095
610
984
0
1095
710
984
0
1095
910
984
0
1096
210
984
0
1097
110
984
0
1115
1110
1105
1100
1095
1090
1085
1080
1075 7+50 8+00 8+50 9+00 9+50 10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 14+00 14+50 15+00
0 25 50 0 5 10 VERTHORZ 41
SCALE FEET SCALE FEET BERM PLAN AND PROFILER
NO REVISION DATEDESIGNED SHEET
1519 BALTIMORE DRIVE DRAWNAMES IOWA 50010
Phone (515) 233-6100 CHECKED
Email Amesbolton-menkcom wwwbolton-menkcom CLIENT PROJ NO
JLH A FINAL 051518 IOWA DEPARTMENT OF AGRICULTURE RMC HARDIN COUNTY CREP SITE PROJECT NO HAR882213A JPR
A14115697
I
I
I
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I
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---
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SOUT
H FO
RK IO
WA
RIVE
R
0
1
2
PROPOSED PRIMARY WEIR STRUCTURE ST-3 (SW-513 WALL WIDTH = 54 SQ) RIMINLET ELEV 10970 INVERT OUT ELEV 109226 SUMP ELEV 109126
100 YEAR STORM POOL HWL ELEV 109749
NORMAL POOL ELEV 109700
EASEMENT BOUNDARY (TYP)
INSTALL RIP RAP FOR OUTLET GENERAL CONSTRUCTION NOTES CHANNEL (100 TN) 1 30 RCP PIPE JOINTS SHALL BE TIED PER IOWA DOT
STANDARD ROAD PLAN DR-121 2 30 RCP PIPE BEDDING MATERIAL SHALL BE SELECT CLAY
BACKFILL HAND TAMPED TO THE SPRINGLINE OF PIPE ROCK BEDDING WILL NOT BE ACCEPTABLE
3 30 RCP APRON WGUARD SHALL BE TIED TO 30 RCP OUTLET PIPE
0+00
1+00
1+08
48
gtgt gtgt gtgt
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33 A
M
1115
1110
1105
1100
1095
1090
1085
1080
1075
SOU
TH F
ORK
IOW
A RI
VER
EXISTING GRND PROFILE
PROPOSED TOP BERM ELEV 10990
NWL = 10970
ST-3 SW-513 N 54 SQ WALLS
STA 1+08
RIMINLET=109700
I=109226 30 S
82 - 30 RCP 009
INSTALL 30 RCP APRON AND APRON SECTION FOOTING (SEE SUDAS FIGURE 4030221)
1097
810
921
8
1097
310
922
1
1097
110
922
3
1096
910
922
5
1115
1110
1105
1100
1095
1090
1085
1080
1075 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 5+50 6+00 6+50 7+00 7+50
0 25 50 0 5 10 VERTHORZ 50
SCALE FEET SCALE FEET PRIMARY WEIR OUTLET PLAN AND PROFILER
NO REVISION DATEDESIGNED SHEET
1519 BALTIMORE DRIVE DRAWNAMES IOWA 50010
Phone (515) 233-6100 CHECKED
Email Amesbolton-menkcom wwwbolton-menkcom CLIENT PROJ NO
JLH A FINAL 051518 IOWA DEPARTMENT OF AGRICULTURE RMC HARDIN COUNTY CREP SITE PROJECT NO HAR882213A JPR
A14115697
-----
---
--- ----------------------~ ____ fl_
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6+00
12 RCP
12 RCP 29deg
14
14
0+00
12RCP
22deg
7+4396
7+00
12RCP
42deg
SOUTH FORK IOWA RIVER
1+00
2+00
3+00
4+00
5+00
gtgtgtgt
gtgtgtgt
gtgtgtgt
gtgtgtgt
gtgt gtgtgtgt
gtgt gtgt
gtgt gtgt
gtgt
gtgtgtgt
gtgt gtgtgtgt
gtgt gtgt gtgt gtgtgtgt gtgt
gtgt
gtgt
gtgt
100 YEAR STORM POOL HWL ELEV 109749 EASEMENT BOUNDARY (TYP)
NORMAL POOL ELEV 109700
PROPOSED STRUCTURE ST-2 (SW-513 WALL WIDTH = 36 SQ) RIMINLET ELEV 10970 INVERT ELEV 10940 SUMP ELEV 10920
PROPOSED STRUCTURE ST-1 (SW-513 WALL WIDTH = 36) RIMINLET ELEV 10976
INVERT ELEV 109461
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1115
1110
1105
1100
1095
1090
1085
1080
1075
ST-2 SW-513 N 36 SQ WALLS
STA 0+03
R=109700
I=109400 12 N
EXISTING GRND PROFILE
NWL 10970
ST-1 SW-513 N 36 SQ WALLS
STA 7+44
RIMINLET=109760
I=109461 12 W EXISTING GROUND
STA 7+4396 ELEV 109765
VPI 7+4396VPI 0+0306 EL 109461 EL 109400
90 - 12 RCP 008107 - 12 RCP 00892 - 12 RCP 008452 - 12 RCP 008
1096
3
1097
110
940
2
1097
210
940
4
1099
310
940
6
1103
410
940
8
1108
810
941
0
1113
210
941
2
1115
110
941
4
1115
910
941
6
1112
110
941
8
1107
810
942
0
1104
410
942
2
1102
410
942
4
1100
310
942
7
1100
210
942
9
1100
410
943
1
1101
110
943
3
1101
610
943
5
1101
210
943
7
1100
310
943
9
1100
110
944
1
1099
910
944
3
1100
210
944
5
1100
410
944
7
1100
010
944
9
1099
810
945
1
1102
110
945
3
1099
710
945
5
1099
510
945
7
1098
710
945
9
1115
1110
1105
1100
1095
1090
1085
1080
1075 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 5+50 6+00 6+50 7+00 7+50
0 25 50 0 5 10 VERTHORZ 51
SCALE FEET SCALE FEET PIPE BYPASS PLAN AND PROFILER
NO REVISION DATEDESIGNED SHEET
1519 BALTIMORE DRIVE DRAWNAMES IOWA 50010
Phone (515) 233-6100 CHECKED
Email Amesbolton-menkcom wwwbolton-menkcom CLIENT PROJ NO
JLH A FINAL 051518 IOWA DEPARTMENT OF AGRICULTURE RMC HARDIN COUNTY CREP SITE PROJECT NO HAR882213A JPR
A14115697
-
--
T
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FIGURE 6010513 STANDARD ROAD PIAN SW-513
_ _ REVISIONS Changed Invert callout to Concrete Fillet Updated line work and Iowa DOT
and SUDAS logo
REVISION
1 04-17-18
SHEET 1 of 1
OPEN-SIDED AREA INTAKE
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NO REVISION DATEDESIGNED SHEET
1519 BALTIMORE DRIVE DRAWNAMES IOWA 50010
Phone (515) 233-6100 CHECKED
Email Amesbolton-menkcom wwwbolton-menkcom CLIENT PROJ NO
52 STRUCTURE DETAILS
Wall Reinforcing
4 Bars at 12
oc Each Way
6
A
1
Inlet
Openings
3
6 x 6
Corner Pier
(When Applicable)
Location Station
4
6 x 6
Center Pier
(When Applicable)
A
Structure may be built with openings on any or all sides
Provide openings and orientation as specified in the contract
documents
Adjacent walls may have different widths based upon pipe
configuration but structure must be rectangular
1 Construct inlet openings with 15-inch 4 epoxy-coated bars
at 8 inches on center Embed bars a minimum of 3 inches
into walls and top at all openings
5
Wall
Width
7
Diagonal Bar
(typ)
2
3
Grade to inlet elevation on open sides Grade to top
elevation on closed sides
Corner pier required between openings of two adjacent
walls Extend wall reinforcing vertically through pier Install
one additional 15-inch 4 bar in pier
6
6 5
Wall Width
PLAN 6
Top Reinforcing
4 bars at 6
oc Each Way
4
5
Center pier required at center of any inlet opening with
length of 5 feet or greater Extend wall reinforcing vertically
through pier Install one additional 15-inch 4 bar in pier
Wall widths vary with pipe diameter Provide 6 inches of wall
width (minimum) each side of pipe opening Minimum wall
width is 36 inches Maximum wall width is 72 inches
2
Grade to Top
6
Top Elevation SW-602 Type G Casting (Bolt Cover to Frame)
9 Inlet 2
Inlet Grade to Inlet Elevation
6
7
Cast-in-place base shown If base is precast integral with
walls the footprint of base is not required to extend beyond
the outer edge of the walls
Install four 4 diagonal bars at all pipe openings
Depth
(7-0 max)
8
12 min 1
Inlet
Opening
Concrete
Fillet
8 12 minimum wall height above all pipes
D 6 min
Lowest Flowline 4
6
Base 6
5
Wall Width 6
8 min
4 Bars at 12
oc Each Way
SECTION A-A
JLH A FINAL 051518 IOWA DEPARTMENT OF AGRICULTURE RMC HARDIN COUNTY CREP SITE PROJECT NO HAR882213A JPR
A14115697
STRUCTURE TABLE STRUCTURE NO INLET OPENING PIPE SIZE (INOUT) INVERT ELEV
(INOUT) INLET ELEV STRUCTURE DEPTH (FT)
WALL WIDTH (INCHES)
ST-1 4 SIDES 12 OUT 109461 109760 374 36 ST-2 4 SIDES 12 IN 109400 109700 375 36 ST-3 4 SIDES 30 OUT 109260 109700 515 54
0 0
0
FIGUREJOID102
DIRE
0
0
I
STANDARD ROAD PlAN SW-102
0 MITH [I EN N R
FIGURE3010101 STANDARD ROAD PLAN SW-101
IMBOLTON illampMENK
0
1imiddot-c 1~12~_ middotcl- ~
ALLOWABLE BURY OEPTH
I I
0
0
0
0
FIGURE4020211 STANDARD ROAD PIAN SW-211
SUDASDI CTOR De IGNMETHOOSENGN n
FIGUREJOI0102 STANDARD ROAD PIAN SW-102
suciso crcn DE lltSNMETHOD5EGN II
______________________________________________________________________ ______________________________________________________________________
__________________________________________________________________ __________________________________________________________________
6
m
in
3
Refer to the contract documents for specific material and placement
requirements
1 Required only when specified in the contract documents or when
directed by the Engineer
Bury Depth
12 min
TW
OD
Final Tr
Secondary Backfill
ench Backfill
OD
D
TW
d
Key
= Outside diameter of pipe
= Inside diameter of pipe
= Trench width at top of pipe
= Depth of bedding material below pipe
Springline of Pipe
OD2
OD2
OD6
d
D
Primary Backfill
Haunch Support
Pipe Bedding
Over-excavation
Foundation Stone
1 and
RCP AND VCP CIRCULAR PIPE BEDDING
TW TW
OD6
d
OD
CLASS R-1
Class Material
I Bedding OD
OD2
CLASS R-2 d
Refer to sheet 2 for b
Use Bedding Class R-1
Place remainder of bedocuments
ury depth restrictions
or R-2 unless specified othe
dding and backfill materials
rwise
as specified in the contract
6 min
3
6
min
6
min
4 min
Trim pipe
and fill voids
with mortar
Wall of Precast Manhole
or Intake Structure
6x6 - w2xw2
(8ga) Wire Mesh
9 min
6x6 - w2xw2
(8ga) Wire Mesh
Pipe Joint
Overlap fabric
12 at top of pipe
TYPE PC-1 CONCRETE COLLAR CONNECTION
CONCRETE COLLAR FOR PIPES 12 AND SMALLER
Wall of Precast Manhole
or Intake Structure
4 min
TYPE PC-2 CONCRETE COLLAR CONNECTION
CONCRETE COLLAR FOR PIPES GREATER THAN 12
Engineering
Fabric
PIPE JOINT WRAPPING
PIPE TO PIPE CONNECTION PIPE TO STRUCTURE CONNECTION
HI
DALS
A14
1156
97C
ADC
3DS
heet
DW
G C3
D 20
181
1569
7_C5
0dw
g 12
20
2018
83
536
AM
REVISIONS
REVISIONS Removed Invert callout on Pipe to Structure View Retitled and replaced old
Iowa DOT and SUDAS logos with new logos
REVISIONS Changed title to RCP AND VCP CIRCULAR BEDDING Changed title
on bedding Class R-4 from Concrete Arch to Concrete Top
REVISIONS Changed title to RCP AND VCP CIRCULAR BEDDING Changed title
on bedding Class R-4 from Concrete Arch to Concrete Top
REVISION
04-17-18STDSUDAS_Block_991599
SHEET 1 of 1
TRENCH BEDDING AND BACKFILL ZONES
FIG
UR
E 4
02
02
11
S
HE
ET
1
O
F 1
12 12
min min
REVISION
_2_ 04-17-18
SHEET 1 of 1
STORM SEWER PIPE CONNECTIONS
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UR
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01
01
02
SH
EE
T 1
O
F 2
REVISION
04-18-172 REVISION
2 04-18-17Key
OD = Outside diameter of pipe OS = Outside span of pipe
TW = Trench width at top of pipe Min = OD+18 inches Max= 125xOD+12 inches OR 54 inches (whichever is greater)
d = Depth of bedding material below pipe OD8 or OS8 OR 4 inches (whichever is greater)
SHEET 1 of 2 SHEET 2 of 2
RIGID GRAVITY PIPE
TRENCH BEDDING
FIG
UR
E 3
01
01
02
S
HE
ET
2
O
F 2
RIGID GRAVITY PIPE
TRENCH BEDDING
1 Lap ends of wire mesh a minimum of
6 inches
2 Concrete collar is required when
annular space between the outside
of the pipe and the wall of the
structure is 2 inches or greater
3 Provide two 4 hoop bars in concrete
collar Lap bars a minimum of 6 inches
4 Trowel concrete flush with inside
wall of structure
1 2 4
3
1
2 4
3
1
2 2
1 CLASS III RCP CLASS IV RCP CLASS V RCP
2 Pipe
Diameter
(in)
12
15
18
21
24
27
30
33
36
42
48
54
60
66
72
Class
R-1
Bedding
7
8
8
8
8
10
1 1
1 1
1 1
1 1
1 1
1 1
1 1
1 1
1 1
Class Class R-3 amp R-4 Bedding
R-2
Bedding
No Steel
As=04
As=10
10
15
19
27
10
16
19
27
1 1
16
20
40
1 1
18
26
40
12
23
36
40
15
30
40
40
15
29
40
40
15
28
40
40
15
27
40
40
15
26
38
40
15
26
36
40
15
25
34
40
15
25
33
40
15
24
32
40
15
24
32
40
Pipe
Diameter
(in)
12
15
18
21
24
27
30
33
36
42
48
54
60
66
72
Class
R-1
Bedding
12
12
13
13
16
19
19
19
19
18
18
18
18
18
18
Class
Class R-3 amp R-4 Bedding
R-2
Bedding
No Steel
As=04
As=10
15
23
28
40
16
23
30
40
16
29
40
40
18
40
40
40
23
40
40
40
30
40
40
40
29
40
40
40
28
40
40
40
28
40
40
40
27
40
40
40
26
40
40
40
25
40
40
40
25
40
40
40
25
40
40
40
24
40
40
40
Pipe
Diameter
(in)
12
15
18
21
24
27
30
33
36
42
48
54
60
66
72
Class
R-1
Bedding
18
19
19
25
34
40
40
40
40
37
35
33
32
31
31
Class
Class R-3 amp R-4 Bedding
R-2
Bedding
No Steel
As=04
As=10
23 35
40
40
24
40
40
40
30 40
40
40
40
40
40
40
40 40
40
40
40
40
40
40
40 40
40
40
40
40
40
40
40 40
40
40
40
40
40
40
40 40
40
40
40
40
40
40
40
40
40
40
40
40
40
40
40
40
40
40
As = Area of Steel Reinforcing As = Area of Steel Reinforcing As = Area of Steel Reinforcing
R
NO REVISION DATEDESIGNED SHEET
1519 BALTIMORE DRIVE DRAWNAMES IOWA 50010
Phone (515) 233-6100 CHECKED
Email Amesbolton-menkcom wwwbolton-menkcom CLIENT PROJ NO
53 MISCELLANEOUS DETAILS
JLH A FINAL 051518 IOWA DEPARTMENT OF AGRICULTURE RMC HARDIN COUNTY CREP SITE PROJECT NO HAR882213A JPR
A14115697
~--- ~BOLTON ~ampMENK
0+00
1+00
1+3026
7+00
180th STREET 0+
00
7+6021 5+00
3+00
4+00
2+00
6+00
1+00
gtgt
gtgt
gtgt
gtgt
gtgt
gtgt
gtgt
gtgt
gtgt
gtgt
gtgt
gtgt
gtgt
gtgt gtgtgtgt
gtgt
gtgt gtgt gtgtgtgt gtgt
gtgt
gtgt
gtgt
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18 8
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44 A
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12 BYPASS PIPE
EASEMENT BOUNDARY (TYP)
RIP RAP RIFFLE (55 TON)
PROPOSED STRUCTURE ST-1
1115
1110
1105
1100
1095
1090
1085
1080
1075
PROPOSED RIP RAP RIFFLE
EXISTING WATERWAY PROFILE
INLET SW-513 N 36 SQ WALLS
STA
R=109800
I=109461 12 W STA 5+2392
STA 5+3002ELEV 109854 ELEV 109854
STA 5+0709 ELEV 109760
1092
9
1092
9
1093
2
1093
3
1093
5
1093
6
1093
8
1093
8
1093
8
1094
1
1094
5
1094
8
1095
0
1095
1
1095
2
1095
3
1096
1
1096
6
1096
9
1097
2
1097
6
1097
410
985
4
1098
0
1098
3
1098
6
1098
9
1099
0
1099
1
1099
4
1099
6
1107
8
1115
1110
1105
1100
1095
1090
1085
1080
1075 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 5+50 6+00 6+50 7+00 7+50
0 25 50 0 5 10 VERTHORZ 60
SCALE FEET SCALE FEET EXISTING WATERWAY PLAN AND PROFILER
NO REVISION DATEDESIGNED SHEET
1519 BALTIMORE DRIVE DRAWNAMES IOWA 50010
Phone (515) 233-6100 CHECKED
Email Amesbolton-menkcom wwwbolton-menkcom CLIENT PROJ NO
JLH A FINAL 051518 IOWA DEPARTMENT OF AGRICULTURE RMC HARDIN COUNTY CREP SITE PROJECT NO HAR882213A JPR
A14115697
--- ---
I I I
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IMBOLTON illampMENK
4+00
5+00
6+00
0+00
1+00
1+30
26
gtgt gtgt
gtgt gtgt
gtgt
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18 8
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45 A
M
EASEMENT BOUNDARY (TYP)
PROPOSED STRUCTURE ST-1
RIP RAP RIFFLE
12 BYPASS PIPE
1115
1110
1105
1100
1095
1090
1085
1080
1075
EXISTING GRND
INLET SW-513 N 36 SQ WALLS
STA
RIMINLET=109800
I=109461 12 W
EXISTING GRND
STA 0+6391 ELEV 110172
STA 0+9239 ELEV 109954
STA 0+7528 ELEV 109954
STA 0+8421 ELEV 109854
STA 0+8821 ELEV 109854
1105
3
1103
3
1102
3
1099
6
1102
8
1112
9
1115
1110
1105
1100
1095
1090
1085
1080
1075 0+00 0+50 1+00 1+50
0 25 50 0 5 10 VERTHORZ 61
SCALE FEET SCALE FEET RIP RAP RIFFLE CROSS SECTIONR
NO REVISION DATEDESIGNED SHEET
1519 BALTIMORE DRIVE DRAWNAMES IOWA 50010
Phone (515) 233-6100 CHECKED
Email Amesbolton-menkcom wwwbolton-menkcom CLIENT PROJ NO
JLH A FINAL 051518 IOWA DEPARTMENT OF AGRICULTURE RMC HARDIN COUNTY CREP SITE PROJECT NO HAR882213A JPR
A14115697
gtIN3W 18 ffi No1oe~
~
SLOPE VARIES SLOPE VARIES
21 21
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SLOPE 21 UPSTREAM 6 4
CLASS E RIP RAPPROPOSED ST-1 5 SW-513 INTAKE (PROVIDE BOLT DOWN COVER) SLOPE 151 RIFFLE CHANNEL DOWNSTREAM
1
15
TOP RIFFLE ELEV 10995 INLET ELEVATION
RIFFLE NOTCH ELEV 10985
STREAM FLOWLINE STREAM FLOWLINEELEV 10976
12 FLOWLINE OUT ELEV 109461 BTM STRUCTURE PLACE ENGINEERING FABRIC BELOW RIP RAPELEV 10941
2 CONCRETE FILLET
8
APPROXIMATELY 37
TYPICAL RIP RAP RIFFLE PROFILE NOT TO SCALE
17
RIFFLE NOTCH ELEV 10985TUCK ENGINEERING FABRIC
1
25
12 DEEP TYP EACH SIDE TOP RIP RAP ELEV 110178
4
1
TOP RIFFLE ELEV 10995 TOP RIFFLE ELEV 10995
CLASS E RIP RAP PLACE ENGINEERING FABRIC BELOW RIP RAP
TYPICAL RIP RAP RIFFLE SECTION NOT TO SCALE
NO REVISION DATEDESIGNED SHEET
1519 BALTIMORE DRIVE DRAWNAMES IOWA 50010
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JLH A FINAL 051518 IOWA DEPARTMENT OF AGRICULTURE RMC HARDIN COUNTY CREP SITE PROJECT NO HAR882213A JPR
A14115697
62 RIP RAP RIFFLE DETAILS
--- IMBOLTON illampMENK
I
- - I I
I I I I
I
OWNER JAMES THOMS
SEC 13 T88N R22W
N 24 AC SW NE
SOUTH FORK IOWA RIVER
OWNER JAMES THOMS
SEC 13 T88N R22W
NW NE
SOUTH FORK IOWA RIVER
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0 25 50 HORZ 80
SCALE FEET SEEDING AREAS
EASEMENT BOUNDARY (TYP)
NO SEEDING IN POOL AREA
180T
H ST
REET
BERM (DIKE) STRUCTURE
SEEDING
SILT FENCE (TYP)
H AVENUE
SEEDING NOTES
1 ALL SEED BEDS SHALL BE PREPARED AS SPECIFIED IN SECTION IA-6
2 ALL ROCKS 3 OR LARGER IN DIAMETER SHALL BE REMOVED FROM THE SEEDBED
3 CONTRACTOR SHALL SUBMIT A SEEDING PLAN ON FORM IA-CPA-4 FOR EACH TYPE OF SEED TO BE PROVIDED AT LEAST 3 WEEKS PRIOR TO BEGINNING SEEDING OPERATIONS
4 NO SEED TO BE PLACED BELOW THE NORMAL WATER ELEVATION
5 THE 10 ACCESS BENCH ALONG THE PERIMETER OF THE POOL AREA SHALL BE GRADED TO A UNIFORM SURFACE
6 MULCH SHALL BE APPLIED TO ALL STRUCTURE SEEDING AND CHANNEL SEEDING AREAS NO MULCH TO BE APPLIED TO THE BUFFER SEEDING
7 SEEDED AREAS WHERE MULCH IS REQUIRED SHALL BE MULCHED WITHIN 24 HOURS
8 ALL MULCH SHALL BE ANCHORED
9 SEED TYPES SHALL AS SPECIFIED IN SECTION IA-6 OF THE PROJECT MANUAL
10 EXISTING VEGETATION SHALL BE REMOVED OR KILLED BY APPLICATION OF HERBICIDE PRIOR TO PREPARATION FOR SEEDING
11 ANY EXISTING VEGETATION AREAS THAT ARE TO REMAIN UNDISTURBED WILL BE DETERMINED IN THE FIELD BY THE ENGINEER NO CHANGE IN CONTRACT PRICE WILL BE ALLOWED DUE TO CHANGE IN SEEDING AREAS
SEEDING QUANTITIES
584 ACRES - NORMAL WATER LEVEL POOL AREA
19 ACRES - STRUCTURE AND CHANNEL
NO REVISION DATEDESIGNED SHEET
1519 BALTIMORE DRIVE DRAWNAMES IOWA 50010
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JLH A FINAL 051518 IOWA DEPARTMENT OF AGRICULTURE RMC HARDIN COUNTY CREP SITE PROJECT NO HAR882213A JPR
A14115697
- Har882213A plans
- Specs Package 12-20-2018 43
- Specs Package 12-20-2018 44
- Specs Package 12-20-2018 45
- Specs Package 12-20-2018 46
- Specs Package 12-20-2018 47
- Specs Package 12-20-2018 48
- Specs Package 12-20-2018 49
- Specs Package 12-20-2018 50
- Specs Package 12-20-2018 51
- Specs Package 12-20-2018 52
- Specs Package 12-20-2018 53
- Specs Package 12-20-2018 54
- Specs Package 12-20-2018 55
-
----- __ ---
------------------------------------ ------------
DOWNSTREAM UPSTREAM
~~ TYPICAL X-SECTION OF EMBANKMENT
~ -middotmiddot
- -- ---
__
~ -
IMBOLTON illampMENK
I
-_
_ _ _ -
----------------_ ---------
gtgt gtgt
gtgt
8
SOUTH FORK IOWA RIVER
0
7
6
1
2
3
5
4
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M
10 ELEV=10984
10 ACCESS BENCH
NWL ELEV 10970
EXISTING GROUND SURFACE
36 11
APPROX 1 SUBCUT
1115
1110
1105
1100
1095
1090
1085
1080
1075
EASEMENT BOUNDARY (TYP)
SOUTH FORK IOWA RIVER INSTALL RIP RAP FOR OUTLET CHANNEL (100 TN)
100 YR STORM POOL HWL ELEV NORMAL
109749 POOL ELEV 10970
PROPOSED TOP OF BERM ELEV 10984
EXISTING GRND PROFILE 1 SUBCUT
PROPOSED BERM PROFILEEXISTING GRND PROFILE
1099
0
1096
410
984
0
1097
110
984
0
1097
210
984
0
1097
210
984
0
1097
210
984
0
1097
310
984
0
1097
410
984
0
1097
510
984
0
1097
610
984
0
1097
710
984
0
1097
810
984
0
1097
710
984
0
1097
710
984
0
1097
410
984
0
1097
110
984
0
1096
810
984
0
1096
810
984
0
1096
810
984
0
1097
110
984
0
1097
610
984
0
1097
510
984
0
1097
510
984
0
1097
510
984
0
1097
510
984
0
1097
510
984
0
1097
510
984
0
1097
410
984
0
1097
510
984
0
1097
210
984
0
1096
810
984
0
1115
1110
1105
1100
1095
1090
1085
1080
1075 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 5+50 6+00 6+50 7+00 7+50
0 25 50 0 5 10 VERTHORZ 40
SCALE FEET SCALE FEET BERM PLAN AND PROFILER
NO REVISION DATEDESIGNED SHEET
1519 BALTIMORE DRIVE DRAWNAMES IOWA 50010
Phone (515) 233-6100 CHECKED
Email Amesbolton-menkcom wwwbolton-menkcom CLIENT PROJ NO
JLH A FINAL 051518 IOWA DEPARTMENT OF AGRICULTURE RMC HARDIN COUNTY CREP SITE PROJECT NO HAR882213A JPR
A14115697
I
I
I
1 11 111
---
I I I I I I I I I I I I I I I I I I I I I i I I I I I I I I I I I I I I I I I
IImiddot
I middot I
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IMBOLTON illampMENK
1097 - - - -- _ - -- -- -- -- --
~ --- I
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SOUTH
FORK
IOW
A RI
VER
gtgt gtgt gtgt gtgt gtgt gtgt gtgt gtgt
13
9
12
10 11
8 14
14
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M
SOU
TH FORK IO
WA RIVER
1115
1110
1105
1100
1095
1090
1085
1080
1075
EASEMENT BOUNDARY (TYP)
NORMAL POOL ELEV 10970
100 YR STORM POOL HWL ELEV 109749
PROPOSED TOP OF BERM ELEV 10984
EXISTING GRND PROFILE 1 SUBCUT
EXISTING GRND PROFILE PROPOSED BERM PROFILE
1096
810
984
0
1097
010
984
0
1097
110
984
0
1096
910
984
0
1096
610
984
0
1096
710
984
0
1096
810
984
0
1096
310
984
0
1096
210
984
0
1096
510
984
0
1096
410
984
0
1096
310
984
0
1096
110
984
0
1096
010
984
0
1096
510
984
0
1096
710
984
0
1096
610
984
0
1096
610
984
0
1096
510
984
0
1096
210
984
0
1095
810
984
0
1095
510
984
0
1095
510
984
0
1095
610
984
0
1095
710
984
0
1095
910
984
0
1096
210
984
0
1097
110
984
0
1115
1110
1105
1100
1095
1090
1085
1080
1075 7+50 8+00 8+50 9+00 9+50 10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 14+00 14+50 15+00
0 25 50 0 5 10 VERTHORZ 41
SCALE FEET SCALE FEET BERM PLAN AND PROFILER
NO REVISION DATEDESIGNED SHEET
1519 BALTIMORE DRIVE DRAWNAMES IOWA 50010
Phone (515) 233-6100 CHECKED
Email Amesbolton-menkcom wwwbolton-menkcom CLIENT PROJ NO
JLH A FINAL 051518 IOWA DEPARTMENT OF AGRICULTURE RMC HARDIN COUNTY CREP SITE PROJECT NO HAR882213A JPR
A14115697
I
I
I
I
I
I I
I g ~ I _ I I
I I
I I
I I
I I
I I
I I
I I
I I
I I
I I
---
~
--- IMBOLTON illampMENK
SOUT
H FO
RK IO
WA
RIVE
R
0
1
2
PROPOSED PRIMARY WEIR STRUCTURE ST-3 (SW-513 WALL WIDTH = 54 SQ) RIMINLET ELEV 10970 INVERT OUT ELEV 109226 SUMP ELEV 109126
100 YEAR STORM POOL HWL ELEV 109749
NORMAL POOL ELEV 109700
EASEMENT BOUNDARY (TYP)
INSTALL RIP RAP FOR OUTLET GENERAL CONSTRUCTION NOTES CHANNEL (100 TN) 1 30 RCP PIPE JOINTS SHALL BE TIED PER IOWA DOT
STANDARD ROAD PLAN DR-121 2 30 RCP PIPE BEDDING MATERIAL SHALL BE SELECT CLAY
BACKFILL HAND TAMPED TO THE SPRINGLINE OF PIPE ROCK BEDDING WILL NOT BE ACCEPTABLE
3 30 RCP APRON WGUARD SHALL BE TIED TO 30 RCP OUTLET PIPE
0+00
1+00
1+08
48
gtgt gtgt gtgt
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M
1115
1110
1105
1100
1095
1090
1085
1080
1075
SOU
TH F
ORK
IOW
A RI
VER
EXISTING GRND PROFILE
PROPOSED TOP BERM ELEV 10990
NWL = 10970
ST-3 SW-513 N 54 SQ WALLS
STA 1+08
RIMINLET=109700
I=109226 30 S
82 - 30 RCP 009
INSTALL 30 RCP APRON AND APRON SECTION FOOTING (SEE SUDAS FIGURE 4030221)
1097
810
921
8
1097
310
922
1
1097
110
922
3
1096
910
922
5
1115
1110
1105
1100
1095
1090
1085
1080
1075 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 5+50 6+00 6+50 7+00 7+50
0 25 50 0 5 10 VERTHORZ 50
SCALE FEET SCALE FEET PRIMARY WEIR OUTLET PLAN AND PROFILER
NO REVISION DATEDESIGNED SHEET
1519 BALTIMORE DRIVE DRAWNAMES IOWA 50010
Phone (515) 233-6100 CHECKED
Email Amesbolton-menkcom wwwbolton-menkcom CLIENT PROJ NO
JLH A FINAL 051518 IOWA DEPARTMENT OF AGRICULTURE RMC HARDIN COUNTY CREP SITE PROJECT NO HAR882213A JPR
A14115697
-----
---
--- ----------------------~ ____ fl_
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I I I I I
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6+00
12 RCP
12 RCP 29deg
14
14
0+00
12RCP
22deg
7+4396
7+00
12RCP
42deg
SOUTH FORK IOWA RIVER
1+00
2+00
3+00
4+00
5+00
gtgtgtgt
gtgtgtgt
gtgtgtgt
gtgtgtgt
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gtgt gtgtgtgt
gtgt gtgt gtgt gtgtgtgt gtgt
gtgt
gtgt
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100 YEAR STORM POOL HWL ELEV 109749 EASEMENT BOUNDARY (TYP)
NORMAL POOL ELEV 109700
PROPOSED STRUCTURE ST-2 (SW-513 WALL WIDTH = 36 SQ) RIMINLET ELEV 10970 INVERT ELEV 10940 SUMP ELEV 10920
PROPOSED STRUCTURE ST-1 (SW-513 WALL WIDTH = 36) RIMINLET ELEV 10976
INVERT ELEV 109461
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1110
1105
1100
1095
1090
1085
1080
1075
ST-2 SW-513 N 36 SQ WALLS
STA 0+03
R=109700
I=109400 12 N
EXISTING GRND PROFILE
NWL 10970
ST-1 SW-513 N 36 SQ WALLS
STA 7+44
RIMINLET=109760
I=109461 12 W EXISTING GROUND
STA 7+4396 ELEV 109765
VPI 7+4396VPI 0+0306 EL 109461 EL 109400
90 - 12 RCP 008107 - 12 RCP 00892 - 12 RCP 008452 - 12 RCP 008
1096
3
1097
110
940
2
1097
210
940
4
1099
310
940
6
1103
410
940
8
1108
810
941
0
1113
210
941
2
1115
110
941
4
1115
910
941
6
1112
110
941
8
1107
810
942
0
1104
410
942
2
1102
410
942
4
1100
310
942
7
1100
210
942
9
1100
410
943
1
1101
110
943
3
1101
610
943
5
1101
210
943
7
1100
310
943
9
1100
110
944
1
1099
910
944
3
1100
210
944
5
1100
410
944
7
1100
010
944
9
1099
810
945
1
1102
110
945
3
1099
710
945
5
1099
510
945
7
1098
710
945
9
1115
1110
1105
1100
1095
1090
1085
1080
1075 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 5+50 6+00 6+50 7+00 7+50
0 25 50 0 5 10 VERTHORZ 51
SCALE FEET SCALE FEET PIPE BYPASS PLAN AND PROFILER
NO REVISION DATEDESIGNED SHEET
1519 BALTIMORE DRIVE DRAWNAMES IOWA 50010
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Email Amesbolton-menkcom wwwbolton-menkcom CLIENT PROJ NO
JLH A FINAL 051518 IOWA DEPARTMENT OF AGRICULTURE RMC HARDIN COUNTY CREP SITE PROJECT NO HAR882213A JPR
A14115697
-
--
T
T
I
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T
0
0 -----------
~
1
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0 I
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FIGURE 6010513 STANDARD ROAD PIAN SW-513
_ _ REVISIONS Changed Invert callout to Concrete Fillet Updated line work and Iowa DOT
and SUDAS logo
REVISION
1 04-17-18
SHEET 1 of 1
OPEN-SIDED AREA INTAKE
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1519 BALTIMORE DRIVE DRAWNAMES IOWA 50010
Phone (515) 233-6100 CHECKED
Email Amesbolton-menkcom wwwbolton-menkcom CLIENT PROJ NO
52 STRUCTURE DETAILS
Wall Reinforcing
4 Bars at 12
oc Each Way
6
A
1
Inlet
Openings
3
6 x 6
Corner Pier
(When Applicable)
Location Station
4
6 x 6
Center Pier
(When Applicable)
A
Structure may be built with openings on any or all sides
Provide openings and orientation as specified in the contract
documents
Adjacent walls may have different widths based upon pipe
configuration but structure must be rectangular
1 Construct inlet openings with 15-inch 4 epoxy-coated bars
at 8 inches on center Embed bars a minimum of 3 inches
into walls and top at all openings
5
Wall
Width
7
Diagonal Bar
(typ)
2
3
Grade to inlet elevation on open sides Grade to top
elevation on closed sides
Corner pier required between openings of two adjacent
walls Extend wall reinforcing vertically through pier Install
one additional 15-inch 4 bar in pier
6
6 5
Wall Width
PLAN 6
Top Reinforcing
4 bars at 6
oc Each Way
4
5
Center pier required at center of any inlet opening with
length of 5 feet or greater Extend wall reinforcing vertically
through pier Install one additional 15-inch 4 bar in pier
Wall widths vary with pipe diameter Provide 6 inches of wall
width (minimum) each side of pipe opening Minimum wall
width is 36 inches Maximum wall width is 72 inches
2
Grade to Top
6
Top Elevation SW-602 Type G Casting (Bolt Cover to Frame)
9 Inlet 2
Inlet Grade to Inlet Elevation
6
7
Cast-in-place base shown If base is precast integral with
walls the footprint of base is not required to extend beyond
the outer edge of the walls
Install four 4 diagonal bars at all pipe openings
Depth
(7-0 max)
8
12 min 1
Inlet
Opening
Concrete
Fillet
8 12 minimum wall height above all pipes
D 6 min
Lowest Flowline 4
6
Base 6
5
Wall Width 6
8 min
4 Bars at 12
oc Each Way
SECTION A-A
JLH A FINAL 051518 IOWA DEPARTMENT OF AGRICULTURE RMC HARDIN COUNTY CREP SITE PROJECT NO HAR882213A JPR
A14115697
STRUCTURE TABLE STRUCTURE NO INLET OPENING PIPE SIZE (INOUT) INVERT ELEV
(INOUT) INLET ELEV STRUCTURE DEPTH (FT)
WALL WIDTH (INCHES)
ST-1 4 SIDES 12 OUT 109461 109760 374 36 ST-2 4 SIDES 12 IN 109400 109700 375 36 ST-3 4 SIDES 30 OUT 109260 109700 515 54
0 0
0
FIGUREJOID102
DIRE
0
0
I
STANDARD ROAD PlAN SW-102
0 MITH [I EN N R
FIGURE3010101 STANDARD ROAD PLAN SW-101
IMBOLTON illampMENK
0
1imiddot-c 1~12~_ middotcl- ~
ALLOWABLE BURY OEPTH
I I
0
0
0
0
FIGURE4020211 STANDARD ROAD PIAN SW-211
SUDASDI CTOR De IGNMETHOOSENGN n
FIGUREJOI0102 STANDARD ROAD PIAN SW-102
suciso crcn DE lltSNMETHOD5EGN II
______________________________________________________________________ ______________________________________________________________________
__________________________________________________________________ __________________________________________________________________
6
m
in
3
Refer to the contract documents for specific material and placement
requirements
1 Required only when specified in the contract documents or when
directed by the Engineer
Bury Depth
12 min
TW
OD
Final Tr
Secondary Backfill
ench Backfill
OD
D
TW
d
Key
= Outside diameter of pipe
= Inside diameter of pipe
= Trench width at top of pipe
= Depth of bedding material below pipe
Springline of Pipe
OD2
OD2
OD6
d
D
Primary Backfill
Haunch Support
Pipe Bedding
Over-excavation
Foundation Stone
1 and
RCP AND VCP CIRCULAR PIPE BEDDING
TW TW
OD6
d
OD
CLASS R-1
Class Material
I Bedding OD
OD2
CLASS R-2 d
Refer to sheet 2 for b
Use Bedding Class R-1
Place remainder of bedocuments
ury depth restrictions
or R-2 unless specified othe
dding and backfill materials
rwise
as specified in the contract
6 min
3
6
min
6
min
4 min
Trim pipe
and fill voids
with mortar
Wall of Precast Manhole
or Intake Structure
6x6 - w2xw2
(8ga) Wire Mesh
9 min
6x6 - w2xw2
(8ga) Wire Mesh
Pipe Joint
Overlap fabric
12 at top of pipe
TYPE PC-1 CONCRETE COLLAR CONNECTION
CONCRETE COLLAR FOR PIPES 12 AND SMALLER
Wall of Precast Manhole
or Intake Structure
4 min
TYPE PC-2 CONCRETE COLLAR CONNECTION
CONCRETE COLLAR FOR PIPES GREATER THAN 12
Engineering
Fabric
PIPE JOINT WRAPPING
PIPE TO PIPE CONNECTION PIPE TO STRUCTURE CONNECTION
HI
DALS
A14
1156
97C
ADC
3DS
heet
DW
G C3
D 20
181
1569
7_C5
0dw
g 12
20
2018
83
536
AM
REVISIONS
REVISIONS Removed Invert callout on Pipe to Structure View Retitled and replaced old
Iowa DOT and SUDAS logos with new logos
REVISIONS Changed title to RCP AND VCP CIRCULAR BEDDING Changed title
on bedding Class R-4 from Concrete Arch to Concrete Top
REVISIONS Changed title to RCP AND VCP CIRCULAR BEDDING Changed title
on bedding Class R-4 from Concrete Arch to Concrete Top
REVISION
04-17-18STDSUDAS_Block_991599
SHEET 1 of 1
TRENCH BEDDING AND BACKFILL ZONES
FIG
UR
E 4
02
02
11
S
HE
ET
1
O
F 1
12 12
min min
REVISION
_2_ 04-17-18
SHEET 1 of 1
STORM SEWER PIPE CONNECTIONS
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UR
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01
01
02
SH
EE
T 1
O
F 2
REVISION
04-18-172 REVISION
2 04-18-17Key
OD = Outside diameter of pipe OS = Outside span of pipe
TW = Trench width at top of pipe Min = OD+18 inches Max= 125xOD+12 inches OR 54 inches (whichever is greater)
d = Depth of bedding material below pipe OD8 or OS8 OR 4 inches (whichever is greater)
SHEET 1 of 2 SHEET 2 of 2
RIGID GRAVITY PIPE
TRENCH BEDDING
FIG
UR
E 3
01
01
02
S
HE
ET
2
O
F 2
RIGID GRAVITY PIPE
TRENCH BEDDING
1 Lap ends of wire mesh a minimum of
6 inches
2 Concrete collar is required when
annular space between the outside
of the pipe and the wall of the
structure is 2 inches or greater
3 Provide two 4 hoop bars in concrete
collar Lap bars a minimum of 6 inches
4 Trowel concrete flush with inside
wall of structure
1 2 4
3
1
2 4
3
1
2 2
1 CLASS III RCP CLASS IV RCP CLASS V RCP
2 Pipe
Diameter
(in)
12
15
18
21
24
27
30
33
36
42
48
54
60
66
72
Class
R-1
Bedding
7
8
8
8
8
10
1 1
1 1
1 1
1 1
1 1
1 1
1 1
1 1
1 1
Class Class R-3 amp R-4 Bedding
R-2
Bedding
No Steel
As=04
As=10
10
15
19
27
10
16
19
27
1 1
16
20
40
1 1
18
26
40
12
23
36
40
15
30
40
40
15
29
40
40
15
28
40
40
15
27
40
40
15
26
38
40
15
26
36
40
15
25
34
40
15
25
33
40
15
24
32
40
15
24
32
40
Pipe
Diameter
(in)
12
15
18
21
24
27
30
33
36
42
48
54
60
66
72
Class
R-1
Bedding
12
12
13
13
16
19
19
19
19
18
18
18
18
18
18
Class
Class R-3 amp R-4 Bedding
R-2
Bedding
No Steel
As=04
As=10
15
23
28
40
16
23
30
40
16
29
40
40
18
40
40
40
23
40
40
40
30
40
40
40
29
40
40
40
28
40
40
40
28
40
40
40
27
40
40
40
26
40
40
40
25
40
40
40
25
40
40
40
25
40
40
40
24
40
40
40
Pipe
Diameter
(in)
12
15
18
21
24
27
30
33
36
42
48
54
60
66
72
Class
R-1
Bedding
18
19
19
25
34
40
40
40
40
37
35
33
32
31
31
Class
Class R-3 amp R-4 Bedding
R-2
Bedding
No Steel
As=04
As=10
23 35
40
40
24
40
40
40
30 40
40
40
40
40
40
40
40 40
40
40
40
40
40
40
40 40
40
40
40
40
40
40
40 40
40
40
40
40
40
40
40 40
40
40
40
40
40
40
40
40
40
40
40
40
40
40
40
40
40
40
As = Area of Steel Reinforcing As = Area of Steel Reinforcing As = Area of Steel Reinforcing
R
NO REVISION DATEDESIGNED SHEET
1519 BALTIMORE DRIVE DRAWNAMES IOWA 50010
Phone (515) 233-6100 CHECKED
Email Amesbolton-menkcom wwwbolton-menkcom CLIENT PROJ NO
53 MISCELLANEOUS DETAILS
JLH A FINAL 051518 IOWA DEPARTMENT OF AGRICULTURE RMC HARDIN COUNTY CREP SITE PROJECT NO HAR882213A JPR
A14115697
~--- ~BOLTON ~ampMENK
0+00
1+00
1+3026
7+00
180th STREET 0+
00
7+6021 5+00
3+00
4+00
2+00
6+00
1+00
gtgt
gtgt
gtgt
gtgt
gtgt
gtgt
gtgt
gtgt
gtgt
gtgt
gtgt
gtgt
gtgt
gtgt gtgtgtgt
gtgt
gtgt gtgt gtgtgtgt gtgt
gtgt
gtgt
gtgt
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Inc
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CAD
C3D
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dwg
122
020
18 8
35
44 A
M
12 BYPASS PIPE
EASEMENT BOUNDARY (TYP)
RIP RAP RIFFLE (55 TON)
PROPOSED STRUCTURE ST-1
1115
1110
1105
1100
1095
1090
1085
1080
1075
PROPOSED RIP RAP RIFFLE
EXISTING WATERWAY PROFILE
INLET SW-513 N 36 SQ WALLS
STA
R=109800
I=109461 12 W STA 5+2392
STA 5+3002ELEV 109854 ELEV 109854
STA 5+0709 ELEV 109760
1092
9
1092
9
1093
2
1093
3
1093
5
1093
6
1093
8
1093
8
1093
8
1094
1
1094
5
1094
8
1095
0
1095
1
1095
2
1095
3
1096
1
1096
6
1096
9
1097
2
1097
6
1097
410
985
4
1098
0
1098
3
1098
6
1098
9
1099
0
1099
1
1099
4
1099
6
1107
8
1115
1110
1105
1100
1095
1090
1085
1080
1075 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 5+50 6+00 6+50 7+00 7+50
0 25 50 0 5 10 VERTHORZ 60
SCALE FEET SCALE FEET EXISTING WATERWAY PLAN AND PROFILER
NO REVISION DATEDESIGNED SHEET
1519 BALTIMORE DRIVE DRAWNAMES IOWA 50010
Phone (515) 233-6100 CHECKED
Email Amesbolton-menkcom wwwbolton-menkcom CLIENT PROJ NO
JLH A FINAL 051518 IOWA DEPARTMENT OF AGRICULTURE RMC HARDIN COUNTY CREP SITE PROJECT NO HAR882213A JPR
A14115697
--- ---
I I I
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I I
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5+00
6+00
0+00
1+00
1+30
26
gtgt gtgt
gtgt gtgt
gtgt
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C3D
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dwg
122
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18 8
35
45 A
M
EASEMENT BOUNDARY (TYP)
PROPOSED STRUCTURE ST-1
RIP RAP RIFFLE
12 BYPASS PIPE
1115
1110
1105
1100
1095
1090
1085
1080
1075
EXISTING GRND
INLET SW-513 N 36 SQ WALLS
STA
RIMINLET=109800
I=109461 12 W
EXISTING GRND
STA 0+6391 ELEV 110172
STA 0+9239 ELEV 109954
STA 0+7528 ELEV 109954
STA 0+8421 ELEV 109854
STA 0+8821 ELEV 109854
1105
3
1103
3
1102
3
1099
6
1102
8
1112
9
1115
1110
1105
1100
1095
1090
1085
1080
1075 0+00 0+50 1+00 1+50
0 25 50 0 5 10 VERTHORZ 61
SCALE FEET SCALE FEET RIP RAP RIFFLE CROSS SECTIONR
NO REVISION DATEDESIGNED SHEET
1519 BALTIMORE DRIVE DRAWNAMES IOWA 50010
Phone (515) 233-6100 CHECKED
Email Amesbolton-menkcom wwwbolton-menkcom CLIENT PROJ NO
JLH A FINAL 051518 IOWA DEPARTMENT OF AGRICULTURE RMC HARDIN COUNTY CREP SITE PROJECT NO HAR882213A JPR
A14115697
gtIN3W 18 ffi No1oe~
~
SLOPE VARIES SLOPE VARIES
21 21
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46 A
M
R
SLOPE 21 UPSTREAM 6 4
CLASS E RIP RAPPROPOSED ST-1 5 SW-513 INTAKE (PROVIDE BOLT DOWN COVER) SLOPE 151 RIFFLE CHANNEL DOWNSTREAM
1
15
TOP RIFFLE ELEV 10995 INLET ELEVATION
RIFFLE NOTCH ELEV 10985
STREAM FLOWLINE STREAM FLOWLINEELEV 10976
12 FLOWLINE OUT ELEV 109461 BTM STRUCTURE PLACE ENGINEERING FABRIC BELOW RIP RAPELEV 10941
2 CONCRETE FILLET
8
APPROXIMATELY 37
TYPICAL RIP RAP RIFFLE PROFILE NOT TO SCALE
17
RIFFLE NOTCH ELEV 10985TUCK ENGINEERING FABRIC
1
25
12 DEEP TYP EACH SIDE TOP RIP RAP ELEV 110178
4
1
TOP RIFFLE ELEV 10995 TOP RIFFLE ELEV 10995
CLASS E RIP RAP PLACE ENGINEERING FABRIC BELOW RIP RAP
TYPICAL RIP RAP RIFFLE SECTION NOT TO SCALE
NO REVISION DATEDESIGNED SHEET
1519 BALTIMORE DRIVE DRAWNAMES IOWA 50010
Phone (515) 233-6100 CHECKED
Email Amesbolton-menkcom wwwbolton-menkcom CLIENT PROJ NO
JLH A FINAL 051518 IOWA DEPARTMENT OF AGRICULTURE RMC HARDIN COUNTY CREP SITE PROJECT NO HAR882213A JPR
A14115697
62 RIP RAP RIFFLE DETAILS
--- IMBOLTON illampMENK
I
- - I I
I I I I
I
OWNER JAMES THOMS
SEC 13 T88N R22W
N 24 AC SW NE
SOUTH FORK IOWA RIVER
OWNER JAMES THOMS
SEC 13 T88N R22W
NW NE
SOUTH FORK IOWA RIVER
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020
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53 A
M
R
0 25 50 HORZ 80
SCALE FEET SEEDING AREAS
EASEMENT BOUNDARY (TYP)
NO SEEDING IN POOL AREA
180T
H ST
REET
BERM (DIKE) STRUCTURE
SEEDING
SILT FENCE (TYP)
H AVENUE
SEEDING NOTES
1 ALL SEED BEDS SHALL BE PREPARED AS SPECIFIED IN SECTION IA-6
2 ALL ROCKS 3 OR LARGER IN DIAMETER SHALL BE REMOVED FROM THE SEEDBED
3 CONTRACTOR SHALL SUBMIT A SEEDING PLAN ON FORM IA-CPA-4 FOR EACH TYPE OF SEED TO BE PROVIDED AT LEAST 3 WEEKS PRIOR TO BEGINNING SEEDING OPERATIONS
4 NO SEED TO BE PLACED BELOW THE NORMAL WATER ELEVATION
5 THE 10 ACCESS BENCH ALONG THE PERIMETER OF THE POOL AREA SHALL BE GRADED TO A UNIFORM SURFACE
6 MULCH SHALL BE APPLIED TO ALL STRUCTURE SEEDING AND CHANNEL SEEDING AREAS NO MULCH TO BE APPLIED TO THE BUFFER SEEDING
7 SEEDED AREAS WHERE MULCH IS REQUIRED SHALL BE MULCHED WITHIN 24 HOURS
8 ALL MULCH SHALL BE ANCHORED
9 SEED TYPES SHALL AS SPECIFIED IN SECTION IA-6 OF THE PROJECT MANUAL
10 EXISTING VEGETATION SHALL BE REMOVED OR KILLED BY APPLICATION OF HERBICIDE PRIOR TO PREPARATION FOR SEEDING
11 ANY EXISTING VEGETATION AREAS THAT ARE TO REMAIN UNDISTURBED WILL BE DETERMINED IN THE FIELD BY THE ENGINEER NO CHANGE IN CONTRACT PRICE WILL BE ALLOWED DUE TO CHANGE IN SEEDING AREAS
SEEDING QUANTITIES
584 ACRES - NORMAL WATER LEVEL POOL AREA
19 ACRES - STRUCTURE AND CHANNEL
NO REVISION DATEDESIGNED SHEET
1519 BALTIMORE DRIVE DRAWNAMES IOWA 50010
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JLH A FINAL 051518 IOWA DEPARTMENT OF AGRICULTURE RMC HARDIN COUNTY CREP SITE PROJECT NO HAR882213A JPR
A14115697
- Har882213A plans
- Specs Package 12-20-2018 43
- Specs Package 12-20-2018 44
- Specs Package 12-20-2018 45
- Specs Package 12-20-2018 46
- Specs Package 12-20-2018 47
- Specs Package 12-20-2018 48
- Specs Package 12-20-2018 49
- Specs Package 12-20-2018 50
- Specs Package 12-20-2018 51
- Specs Package 12-20-2018 52
- Specs Package 12-20-2018 53
- Specs Package 12-20-2018 54
- Specs Package 12-20-2018 55
-
I
I
I
1 11 111
---
I I I I I I I I I I I I I I I I I I I I I i I I I I I I I I I I I I I I I I I
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SOUTH
FORK
IOW
A RI
VER
gtgt gtgt gtgt gtgt gtgt gtgt gtgt gtgt
13
9
12
10 11
8 14
14
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C3D
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C3D
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115
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C40
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020
18 8
35
25 A
M
SOU
TH FORK IO
WA RIVER
1115
1110
1105
1100
1095
1090
1085
1080
1075
EASEMENT BOUNDARY (TYP)
NORMAL POOL ELEV 10970
100 YR STORM POOL HWL ELEV 109749
PROPOSED TOP OF BERM ELEV 10984
EXISTING GRND PROFILE 1 SUBCUT
EXISTING GRND PROFILE PROPOSED BERM PROFILE
1096
810
984
0
1097
010
984
0
1097
110
984
0
1096
910
984
0
1096
610
984
0
1096
710
984
0
1096
810
984
0
1096
310
984
0
1096
210
984
0
1096
510
984
0
1096
410
984
0
1096
310
984
0
1096
110
984
0
1096
010
984
0
1096
510
984
0
1096
710
984
0
1096
610
984
0
1096
610
984
0
1096
510
984
0
1096
210
984
0
1095
810
984
0
1095
510
984
0
1095
510
984
0
1095
610
984
0
1095
710
984
0
1095
910
984
0
1096
210
984
0
1097
110
984
0
1115
1110
1105
1100
1095
1090
1085
1080
1075 7+50 8+00 8+50 9+00 9+50 10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 14+00 14+50 15+00
0 25 50 0 5 10 VERTHORZ 41
SCALE FEET SCALE FEET BERM PLAN AND PROFILER
NO REVISION DATEDESIGNED SHEET
1519 BALTIMORE DRIVE DRAWNAMES IOWA 50010
Phone (515) 233-6100 CHECKED
Email Amesbolton-menkcom wwwbolton-menkcom CLIENT PROJ NO
JLH A FINAL 051518 IOWA DEPARTMENT OF AGRICULTURE RMC HARDIN COUNTY CREP SITE PROJECT NO HAR882213A JPR
A14115697
I
I
I
I
I
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---
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SOUT
H FO
RK IO
WA
RIVE
R
0
1
2
PROPOSED PRIMARY WEIR STRUCTURE ST-3 (SW-513 WALL WIDTH = 54 SQ) RIMINLET ELEV 10970 INVERT OUT ELEV 109226 SUMP ELEV 109126
100 YEAR STORM POOL HWL ELEV 109749
NORMAL POOL ELEV 109700
EASEMENT BOUNDARY (TYP)
INSTALL RIP RAP FOR OUTLET GENERAL CONSTRUCTION NOTES CHANNEL (100 TN) 1 30 RCP PIPE JOINTS SHALL BE TIED PER IOWA DOT
STANDARD ROAD PLAN DR-121 2 30 RCP PIPE BEDDING MATERIAL SHALL BE SELECT CLAY
BACKFILL HAND TAMPED TO THE SPRINGLINE OF PIPE ROCK BEDDING WILL NOT BE ACCEPTABLE
3 30 RCP APRON WGUARD SHALL BE TIED TO 30 RCP OUTLET PIPE
0+00
1+00
1+08
48
gtgt gtgt gtgt
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33 A
M
1115
1110
1105
1100
1095
1090
1085
1080
1075
SOU
TH F
ORK
IOW
A RI
VER
EXISTING GRND PROFILE
PROPOSED TOP BERM ELEV 10990
NWL = 10970
ST-3 SW-513 N 54 SQ WALLS
STA 1+08
RIMINLET=109700
I=109226 30 S
82 - 30 RCP 009
INSTALL 30 RCP APRON AND APRON SECTION FOOTING (SEE SUDAS FIGURE 4030221)
1097
810
921
8
1097
310
922
1
1097
110
922
3
1096
910
922
5
1115
1110
1105
1100
1095
1090
1085
1080
1075 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 5+50 6+00 6+50 7+00 7+50
0 25 50 0 5 10 VERTHORZ 50
SCALE FEET SCALE FEET PRIMARY WEIR OUTLET PLAN AND PROFILER
NO REVISION DATEDESIGNED SHEET
1519 BALTIMORE DRIVE DRAWNAMES IOWA 50010
Phone (515) 233-6100 CHECKED
Email Amesbolton-menkcom wwwbolton-menkcom CLIENT PROJ NO
JLH A FINAL 051518 IOWA DEPARTMENT OF AGRICULTURE RMC HARDIN COUNTY CREP SITE PROJECT NO HAR882213A JPR
A14115697
-----
---
--- ----------------------~ ____ fl_
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6+00
12 RCP
12 RCP 29deg
14
14
0+00
12RCP
22deg
7+4396
7+00
12RCP
42deg
SOUTH FORK IOWA RIVER
1+00
2+00
3+00
4+00
5+00
gtgtgtgt
gtgtgtgt
gtgtgtgt
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100 YEAR STORM POOL HWL ELEV 109749 EASEMENT BOUNDARY (TYP)
NORMAL POOL ELEV 109700
PROPOSED STRUCTURE ST-2 (SW-513 WALL WIDTH = 36 SQ) RIMINLET ELEV 10970 INVERT ELEV 10940 SUMP ELEV 10920
PROPOSED STRUCTURE ST-1 (SW-513 WALL WIDTH = 36) RIMINLET ELEV 10976
INVERT ELEV 109461
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34 A
M
1115
1110
1105
1100
1095
1090
1085
1080
1075
ST-2 SW-513 N 36 SQ WALLS
STA 0+03
R=109700
I=109400 12 N
EXISTING GRND PROFILE
NWL 10970
ST-1 SW-513 N 36 SQ WALLS
STA 7+44
RIMINLET=109760
I=109461 12 W EXISTING GROUND
STA 7+4396 ELEV 109765
VPI 7+4396VPI 0+0306 EL 109461 EL 109400
90 - 12 RCP 008107 - 12 RCP 00892 - 12 RCP 008452 - 12 RCP 008
1096
3
1097
110
940
2
1097
210
940
4
1099
310
940
6
1103
410
940
8
1108
810
941
0
1113
210
941
2
1115
110
941
4
1115
910
941
6
1112
110
941
8
1107
810
942
0
1104
410
942
2
1102
410
942
4
1100
310
942
7
1100
210
942
9
1100
410
943
1
1101
110
943
3
1101
610
943
5
1101
210
943
7
1100
310
943
9
1100
110
944
1
1099
910
944
3
1100
210
944
5
1100
410
944
7
1100
010
944
9
1099
810
945
1
1102
110
945
3
1099
710
945
5
1099
510
945
7
1098
710
945
9
1115
1110
1105
1100
1095
1090
1085
1080
1075 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 5+50 6+00 6+50 7+00 7+50
0 25 50 0 5 10 VERTHORZ 51
SCALE FEET SCALE FEET PIPE BYPASS PLAN AND PROFILER
NO REVISION DATEDESIGNED SHEET
1519 BALTIMORE DRIVE DRAWNAMES IOWA 50010
Phone (515) 233-6100 CHECKED
Email Amesbolton-menkcom wwwbolton-menkcom CLIENT PROJ NO
JLH A FINAL 051518 IOWA DEPARTMENT OF AGRICULTURE RMC HARDIN COUNTY CREP SITE PROJECT NO HAR882213A JPR
A14115697
-
--
T
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I
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FIGURE 6010513 STANDARD ROAD PIAN SW-513
_ _ REVISIONS Changed Invert callout to Concrete Fillet Updated line work and Iowa DOT
and SUDAS logo
REVISION
1 04-17-18
SHEET 1 of 1
OPEN-SIDED AREA INTAKE
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NO REVISION DATEDESIGNED SHEET
1519 BALTIMORE DRIVE DRAWNAMES IOWA 50010
Phone (515) 233-6100 CHECKED
Email Amesbolton-menkcom wwwbolton-menkcom CLIENT PROJ NO
52 STRUCTURE DETAILS
Wall Reinforcing
4 Bars at 12
oc Each Way
6
A
1
Inlet
Openings
3
6 x 6
Corner Pier
(When Applicable)
Location Station
4
6 x 6
Center Pier
(When Applicable)
A
Structure may be built with openings on any or all sides
Provide openings and orientation as specified in the contract
documents
Adjacent walls may have different widths based upon pipe
configuration but structure must be rectangular
1 Construct inlet openings with 15-inch 4 epoxy-coated bars
at 8 inches on center Embed bars a minimum of 3 inches
into walls and top at all openings
5
Wall
Width
7
Diagonal Bar
(typ)
2
3
Grade to inlet elevation on open sides Grade to top
elevation on closed sides
Corner pier required between openings of two adjacent
walls Extend wall reinforcing vertically through pier Install
one additional 15-inch 4 bar in pier
6
6 5
Wall Width
PLAN 6
Top Reinforcing
4 bars at 6
oc Each Way
4
5
Center pier required at center of any inlet opening with
length of 5 feet or greater Extend wall reinforcing vertically
through pier Install one additional 15-inch 4 bar in pier
Wall widths vary with pipe diameter Provide 6 inches of wall
width (minimum) each side of pipe opening Minimum wall
width is 36 inches Maximum wall width is 72 inches
2
Grade to Top
6
Top Elevation SW-602 Type G Casting (Bolt Cover to Frame)
9 Inlet 2
Inlet Grade to Inlet Elevation
6
7
Cast-in-place base shown If base is precast integral with
walls the footprint of base is not required to extend beyond
the outer edge of the walls
Install four 4 diagonal bars at all pipe openings
Depth
(7-0 max)
8
12 min 1
Inlet
Opening
Concrete
Fillet
8 12 minimum wall height above all pipes
D 6 min
Lowest Flowline 4
6
Base 6
5
Wall Width 6
8 min
4 Bars at 12
oc Each Way
SECTION A-A
JLH A FINAL 051518 IOWA DEPARTMENT OF AGRICULTURE RMC HARDIN COUNTY CREP SITE PROJECT NO HAR882213A JPR
A14115697
STRUCTURE TABLE STRUCTURE NO INLET OPENING PIPE SIZE (INOUT) INVERT ELEV
(INOUT) INLET ELEV STRUCTURE DEPTH (FT)
WALL WIDTH (INCHES)
ST-1 4 SIDES 12 OUT 109461 109760 374 36 ST-2 4 SIDES 12 IN 109400 109700 375 36 ST-3 4 SIDES 30 OUT 109260 109700 515 54
0 0
0
FIGUREJOID102
DIRE
0
0
I
STANDARD ROAD PlAN SW-102
0 MITH [I EN N R
FIGURE3010101 STANDARD ROAD PLAN SW-101
IMBOLTON illampMENK
0
1imiddot-c 1~12~_ middotcl- ~
ALLOWABLE BURY OEPTH
I I
0
0
0
0
FIGURE4020211 STANDARD ROAD PIAN SW-211
SUDASDI CTOR De IGNMETHOOSENGN n
FIGUREJOI0102 STANDARD ROAD PIAN SW-102
suciso crcn DE lltSNMETHOD5EGN II
______________________________________________________________________ ______________________________________________________________________
__________________________________________________________________ __________________________________________________________________
6
m
in
3
Refer to the contract documents for specific material and placement
requirements
1 Required only when specified in the contract documents or when
directed by the Engineer
Bury Depth
12 min
TW
OD
Final Tr
Secondary Backfill
ench Backfill
OD
D
TW
d
Key
= Outside diameter of pipe
= Inside diameter of pipe
= Trench width at top of pipe
= Depth of bedding material below pipe
Springline of Pipe
OD2
OD2
OD6
d
D
Primary Backfill
Haunch Support
Pipe Bedding
Over-excavation
Foundation Stone
1 and
RCP AND VCP CIRCULAR PIPE BEDDING
TW TW
OD6
d
OD
CLASS R-1
Class Material
I Bedding OD
OD2
CLASS R-2 d
Refer to sheet 2 for b
Use Bedding Class R-1
Place remainder of bedocuments
ury depth restrictions
or R-2 unless specified othe
dding and backfill materials
rwise
as specified in the contract
6 min
3
6
min
6
min
4 min
Trim pipe
and fill voids
with mortar
Wall of Precast Manhole
or Intake Structure
6x6 - w2xw2
(8ga) Wire Mesh
9 min
6x6 - w2xw2
(8ga) Wire Mesh
Pipe Joint
Overlap fabric
12 at top of pipe
TYPE PC-1 CONCRETE COLLAR CONNECTION
CONCRETE COLLAR FOR PIPES 12 AND SMALLER
Wall of Precast Manhole
or Intake Structure
4 min
TYPE PC-2 CONCRETE COLLAR CONNECTION
CONCRETE COLLAR FOR PIPES GREATER THAN 12
Engineering
Fabric
PIPE JOINT WRAPPING
PIPE TO PIPE CONNECTION PIPE TO STRUCTURE CONNECTION
HI
DALS
A14
1156
97C
ADC
3DS
heet
DW
G C3
D 20
181
1569
7_C5
0dw
g 12
20
2018
83
536
AM
REVISIONS
REVISIONS Removed Invert callout on Pipe to Structure View Retitled and replaced old
Iowa DOT and SUDAS logos with new logos
REVISIONS Changed title to RCP AND VCP CIRCULAR BEDDING Changed title
on bedding Class R-4 from Concrete Arch to Concrete Top
REVISIONS Changed title to RCP AND VCP CIRCULAR BEDDING Changed title
on bedding Class R-4 from Concrete Arch to Concrete Top
REVISION
04-17-18STDSUDAS_Block_991599
SHEET 1 of 1
TRENCH BEDDING AND BACKFILL ZONES
FIG
UR
E 4
02
02
11
S
HE
ET
1
O
F 1
12 12
min min
REVISION
_2_ 04-17-18
SHEET 1 of 1
STORM SEWER PIPE CONNECTIONS
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01
01
02
SH
EE
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O
F 2
REVISION
04-18-172 REVISION
2 04-18-17Key
OD = Outside diameter of pipe OS = Outside span of pipe
TW = Trench width at top of pipe Min = OD+18 inches Max= 125xOD+12 inches OR 54 inches (whichever is greater)
d = Depth of bedding material below pipe OD8 or OS8 OR 4 inches (whichever is greater)
SHEET 1 of 2 SHEET 2 of 2
RIGID GRAVITY PIPE
TRENCH BEDDING
FIG
UR
E 3
01
01
02
S
HE
ET
2
O
F 2
RIGID GRAVITY PIPE
TRENCH BEDDING
1 Lap ends of wire mesh a minimum of
6 inches
2 Concrete collar is required when
annular space between the outside
of the pipe and the wall of the
structure is 2 inches or greater
3 Provide two 4 hoop bars in concrete
collar Lap bars a minimum of 6 inches
4 Trowel concrete flush with inside
wall of structure
1 2 4
3
1
2 4
3
1
2 2
1 CLASS III RCP CLASS IV RCP CLASS V RCP
2 Pipe
Diameter
(in)
12
15
18
21
24
27
30
33
36
42
48
54
60
66
72
Class
R-1
Bedding
7
8
8
8
8
10
1 1
1 1
1 1
1 1
1 1
1 1
1 1
1 1
1 1
Class Class R-3 amp R-4 Bedding
R-2
Bedding
No Steel
As=04
As=10
10
15
19
27
10
16
19
27
1 1
16
20
40
1 1
18
26
40
12
23
36
40
15
30
40
40
15
29
40
40
15
28
40
40
15
27
40
40
15
26
38
40
15
26
36
40
15
25
34
40
15
25
33
40
15
24
32
40
15
24
32
40
Pipe
Diameter
(in)
12
15
18
21
24
27
30
33
36
42
48
54
60
66
72
Class
R-1
Bedding
12
12
13
13
16
19
19
19
19
18
18
18
18
18
18
Class
Class R-3 amp R-4 Bedding
R-2
Bedding
No Steel
As=04
As=10
15
23
28
40
16
23
30
40
16
29
40
40
18
40
40
40
23
40
40
40
30
40
40
40
29
40
40
40
28
40
40
40
28
40
40
40
27
40
40
40
26
40
40
40
25
40
40
40
25
40
40
40
25
40
40
40
24
40
40
40
Pipe
Diameter
(in)
12
15
18
21
24
27
30
33
36
42
48
54
60
66
72
Class
R-1
Bedding
18
19
19
25
34
40
40
40
40
37
35
33
32
31
31
Class
Class R-3 amp R-4 Bedding
R-2
Bedding
No Steel
As=04
As=10
23 35
40
40
24
40
40
40
30 40
40
40
40
40
40
40
40 40
40
40
40
40
40
40
40 40
40
40
40
40
40
40
40 40
40
40
40
40
40
40
40 40
40
40
40
40
40
40
40
40
40
40
40
40
40
40
40
40
40
40
As = Area of Steel Reinforcing As = Area of Steel Reinforcing As = Area of Steel Reinforcing
R
NO REVISION DATEDESIGNED SHEET
1519 BALTIMORE DRIVE DRAWNAMES IOWA 50010
Phone (515) 233-6100 CHECKED
Email Amesbolton-menkcom wwwbolton-menkcom CLIENT PROJ NO
53 MISCELLANEOUS DETAILS
JLH A FINAL 051518 IOWA DEPARTMENT OF AGRICULTURE RMC HARDIN COUNTY CREP SITE PROJECT NO HAR882213A JPR
A14115697
~--- ~BOLTON ~ampMENK
0+00
1+00
1+3026
7+00
180th STREET 0+
00
7+6021 5+00
3+00
4+00
2+00
6+00
1+00
gtgt
gtgt
gtgt
gtgt
gtgt
gtgt
gtgt
gtgt
gtgt
gtgt
gtgt
gtgt
gtgt
gtgt gtgtgtgt
gtgt
gtgt gtgt gtgtgtgt gtgt
gtgt
gtgt
gtgt
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44 A
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12 BYPASS PIPE
EASEMENT BOUNDARY (TYP)
RIP RAP RIFFLE (55 TON)
PROPOSED STRUCTURE ST-1
1115
1110
1105
1100
1095
1090
1085
1080
1075
PROPOSED RIP RAP RIFFLE
EXISTING WATERWAY PROFILE
INLET SW-513 N 36 SQ WALLS
STA
R=109800
I=109461 12 W STA 5+2392
STA 5+3002ELEV 109854 ELEV 109854
STA 5+0709 ELEV 109760
1092
9
1092
9
1093
2
1093
3
1093
5
1093
6
1093
8
1093
8
1093
8
1094
1
1094
5
1094
8
1095
0
1095
1
1095
2
1095
3
1096
1
1096
6
1096
9
1097
2
1097
6
1097
410
985
4
1098
0
1098
3
1098
6
1098
9
1099
0
1099
1
1099
4
1099
6
1107
8
1115
1110
1105
1100
1095
1090
1085
1080
1075 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 5+50 6+00 6+50 7+00 7+50
0 25 50 0 5 10 VERTHORZ 60
SCALE FEET SCALE FEET EXISTING WATERWAY PLAN AND PROFILER
NO REVISION DATEDESIGNED SHEET
1519 BALTIMORE DRIVE DRAWNAMES IOWA 50010
Phone (515) 233-6100 CHECKED
Email Amesbolton-menkcom wwwbolton-menkcom CLIENT PROJ NO
JLH A FINAL 051518 IOWA DEPARTMENT OF AGRICULTURE RMC HARDIN COUNTY CREP SITE PROJECT NO HAR882213A JPR
A14115697
--- ---
I I I
I I I
I I
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I I
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7
IMBOLTON illampMENK
4+00
5+00
6+00
0+00
1+00
1+30
26
gtgt gtgt
gtgt gtgt
gtgt
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45 A
M
EASEMENT BOUNDARY (TYP)
PROPOSED STRUCTURE ST-1
RIP RAP RIFFLE
12 BYPASS PIPE
1115
1110
1105
1100
1095
1090
1085
1080
1075
EXISTING GRND
INLET SW-513 N 36 SQ WALLS
STA
RIMINLET=109800
I=109461 12 W
EXISTING GRND
STA 0+6391 ELEV 110172
STA 0+9239 ELEV 109954
STA 0+7528 ELEV 109954
STA 0+8421 ELEV 109854
STA 0+8821 ELEV 109854
1105
3
1103
3
1102
3
1099
6
1102
8
1112
9
1115
1110
1105
1100
1095
1090
1085
1080
1075 0+00 0+50 1+00 1+50
0 25 50 0 5 10 VERTHORZ 61
SCALE FEET SCALE FEET RIP RAP RIFFLE CROSS SECTIONR
NO REVISION DATEDESIGNED SHEET
1519 BALTIMORE DRIVE DRAWNAMES IOWA 50010
Phone (515) 233-6100 CHECKED
Email Amesbolton-menkcom wwwbolton-menkcom CLIENT PROJ NO
JLH A FINAL 051518 IOWA DEPARTMENT OF AGRICULTURE RMC HARDIN COUNTY CREP SITE PROJECT NO HAR882213A JPR
A14115697
gtIN3W 18 ffi No1oe~
~
SLOPE VARIES SLOPE VARIES
21 21
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SLOPE 21 UPSTREAM 6 4
CLASS E RIP RAPPROPOSED ST-1 5 SW-513 INTAKE (PROVIDE BOLT DOWN COVER) SLOPE 151 RIFFLE CHANNEL DOWNSTREAM
1
15
TOP RIFFLE ELEV 10995 INLET ELEVATION
RIFFLE NOTCH ELEV 10985
STREAM FLOWLINE STREAM FLOWLINEELEV 10976
12 FLOWLINE OUT ELEV 109461 BTM STRUCTURE PLACE ENGINEERING FABRIC BELOW RIP RAPELEV 10941
2 CONCRETE FILLET
8
APPROXIMATELY 37
TYPICAL RIP RAP RIFFLE PROFILE NOT TO SCALE
17
RIFFLE NOTCH ELEV 10985TUCK ENGINEERING FABRIC
1
25
12 DEEP TYP EACH SIDE TOP RIP RAP ELEV 110178
4
1
TOP RIFFLE ELEV 10995 TOP RIFFLE ELEV 10995
CLASS E RIP RAP PLACE ENGINEERING FABRIC BELOW RIP RAP
TYPICAL RIP RAP RIFFLE SECTION NOT TO SCALE
NO REVISION DATEDESIGNED SHEET
1519 BALTIMORE DRIVE DRAWNAMES IOWA 50010
Phone (515) 233-6100 CHECKED
Email Amesbolton-menkcom wwwbolton-menkcom CLIENT PROJ NO
JLH A FINAL 051518 IOWA DEPARTMENT OF AGRICULTURE RMC HARDIN COUNTY CREP SITE PROJECT NO HAR882213A JPR
A14115697
62 RIP RAP RIFFLE DETAILS
--- IMBOLTON illampMENK
I
- - I I
I I I I
I
OWNER JAMES THOMS
SEC 13 T88N R22W
N 24 AC SW NE
SOUTH FORK IOWA RIVER
OWNER JAMES THOMS
SEC 13 T88N R22W
NW NE
SOUTH FORK IOWA RIVER
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53 A
M
R
0 25 50 HORZ 80
SCALE FEET SEEDING AREAS
EASEMENT BOUNDARY (TYP)
NO SEEDING IN POOL AREA
180T
H ST
REET
BERM (DIKE) STRUCTURE
SEEDING
SILT FENCE (TYP)
H AVENUE
SEEDING NOTES
1 ALL SEED BEDS SHALL BE PREPARED AS SPECIFIED IN SECTION IA-6
2 ALL ROCKS 3 OR LARGER IN DIAMETER SHALL BE REMOVED FROM THE SEEDBED
3 CONTRACTOR SHALL SUBMIT A SEEDING PLAN ON FORM IA-CPA-4 FOR EACH TYPE OF SEED TO BE PROVIDED AT LEAST 3 WEEKS PRIOR TO BEGINNING SEEDING OPERATIONS
4 NO SEED TO BE PLACED BELOW THE NORMAL WATER ELEVATION
5 THE 10 ACCESS BENCH ALONG THE PERIMETER OF THE POOL AREA SHALL BE GRADED TO A UNIFORM SURFACE
6 MULCH SHALL BE APPLIED TO ALL STRUCTURE SEEDING AND CHANNEL SEEDING AREAS NO MULCH TO BE APPLIED TO THE BUFFER SEEDING
7 SEEDED AREAS WHERE MULCH IS REQUIRED SHALL BE MULCHED WITHIN 24 HOURS
8 ALL MULCH SHALL BE ANCHORED
9 SEED TYPES SHALL AS SPECIFIED IN SECTION IA-6 OF THE PROJECT MANUAL
10 EXISTING VEGETATION SHALL BE REMOVED OR KILLED BY APPLICATION OF HERBICIDE PRIOR TO PREPARATION FOR SEEDING
11 ANY EXISTING VEGETATION AREAS THAT ARE TO REMAIN UNDISTURBED WILL BE DETERMINED IN THE FIELD BY THE ENGINEER NO CHANGE IN CONTRACT PRICE WILL BE ALLOWED DUE TO CHANGE IN SEEDING AREAS
SEEDING QUANTITIES
584 ACRES - NORMAL WATER LEVEL POOL AREA
19 ACRES - STRUCTURE AND CHANNEL
NO REVISION DATEDESIGNED SHEET
1519 BALTIMORE DRIVE DRAWNAMES IOWA 50010
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Email Amesbolton-menkcom wwwbolton-menkcom CLIENT PROJ NO
JLH A FINAL 051518 IOWA DEPARTMENT OF AGRICULTURE RMC HARDIN COUNTY CREP SITE PROJECT NO HAR882213A JPR
A14115697
- Har882213A plans
- Specs Package 12-20-2018 43
- Specs Package 12-20-2018 44
- Specs Package 12-20-2018 45
- Specs Package 12-20-2018 46
- Specs Package 12-20-2018 47
- Specs Package 12-20-2018 48
- Specs Package 12-20-2018 49
- Specs Package 12-20-2018 50
- Specs Package 12-20-2018 51
- Specs Package 12-20-2018 52
- Specs Package 12-20-2018 53
- Specs Package 12-20-2018 54
- Specs Package 12-20-2018 55
-
I
I
I
I
I
I I
I g ~ I _ I I
I I
I I
I I
I I
I I
I I
I I
I I
I I
I I
---
~
--- IMBOLTON illampMENK
SOUT
H FO
RK IO
WA
RIVE
R
0
1
2
PROPOSED PRIMARY WEIR STRUCTURE ST-3 (SW-513 WALL WIDTH = 54 SQ) RIMINLET ELEV 10970 INVERT OUT ELEV 109226 SUMP ELEV 109126
100 YEAR STORM POOL HWL ELEV 109749
NORMAL POOL ELEV 109700
EASEMENT BOUNDARY (TYP)
INSTALL RIP RAP FOR OUTLET GENERAL CONSTRUCTION NOTES CHANNEL (100 TN) 1 30 RCP PIPE JOINTS SHALL BE TIED PER IOWA DOT
STANDARD ROAD PLAN DR-121 2 30 RCP PIPE BEDDING MATERIAL SHALL BE SELECT CLAY
BACKFILL HAND TAMPED TO THE SPRINGLINE OF PIPE ROCK BEDDING WILL NOT BE ACCEPTABLE
3 30 RCP APRON WGUARD SHALL BE TIED TO 30 RCP OUTLET PIPE
0+00
1+00
1+08
48
gtgt gtgt gtgt
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M
1115
1110
1105
1100
1095
1090
1085
1080
1075
SOU
TH F
ORK
IOW
A RI
VER
EXISTING GRND PROFILE
PROPOSED TOP BERM ELEV 10990
NWL = 10970
ST-3 SW-513 N 54 SQ WALLS
STA 1+08
RIMINLET=109700
I=109226 30 S
82 - 30 RCP 009
INSTALL 30 RCP APRON AND APRON SECTION FOOTING (SEE SUDAS FIGURE 4030221)
1097
810
921
8
1097
310
922
1
1097
110
922
3
1096
910
922
5
1115
1110
1105
1100
1095
1090
1085
1080
1075 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 5+50 6+00 6+50 7+00 7+50
0 25 50 0 5 10 VERTHORZ 50
SCALE FEET SCALE FEET PRIMARY WEIR OUTLET PLAN AND PROFILER
NO REVISION DATEDESIGNED SHEET
1519 BALTIMORE DRIVE DRAWNAMES IOWA 50010
Phone (515) 233-6100 CHECKED
Email Amesbolton-menkcom wwwbolton-menkcom CLIENT PROJ NO
JLH A FINAL 051518 IOWA DEPARTMENT OF AGRICULTURE RMC HARDIN COUNTY CREP SITE PROJECT NO HAR882213A JPR
A14115697
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6+00
12 RCP
12 RCP 29deg
14
14
0+00
12RCP
22deg
7+4396
7+00
12RCP
42deg
SOUTH FORK IOWA RIVER
1+00
2+00
3+00
4+00
5+00
gtgtgtgt
gtgtgtgt
gtgtgtgt
gtgtgtgt
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gtgt gtgt gtgt gtgtgtgt gtgt
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100 YEAR STORM POOL HWL ELEV 109749 EASEMENT BOUNDARY (TYP)
NORMAL POOL ELEV 109700
PROPOSED STRUCTURE ST-2 (SW-513 WALL WIDTH = 36 SQ) RIMINLET ELEV 10970 INVERT ELEV 10940 SUMP ELEV 10920
PROPOSED STRUCTURE ST-1 (SW-513 WALL WIDTH = 36) RIMINLET ELEV 10976
INVERT ELEV 109461
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1115
1110
1105
1100
1095
1090
1085
1080
1075
ST-2 SW-513 N 36 SQ WALLS
STA 0+03
R=109700
I=109400 12 N
EXISTING GRND PROFILE
NWL 10970
ST-1 SW-513 N 36 SQ WALLS
STA 7+44
RIMINLET=109760
I=109461 12 W EXISTING GROUND
STA 7+4396 ELEV 109765
VPI 7+4396VPI 0+0306 EL 109461 EL 109400
90 - 12 RCP 008107 - 12 RCP 00892 - 12 RCP 008452 - 12 RCP 008
1096
3
1097
110
940
2
1097
210
940
4
1099
310
940
6
1103
410
940
8
1108
810
941
0
1113
210
941
2
1115
110
941
4
1115
910
941
6
1112
110
941
8
1107
810
942
0
1104
410
942
2
1102
410
942
4
1100
310
942
7
1100
210
942
9
1100
410
943
1
1101
110
943
3
1101
610
943
5
1101
210
943
7
1100
310
943
9
1100
110
944
1
1099
910
944
3
1100
210
944
5
1100
410
944
7
1100
010
944
9
1099
810
945
1
1102
110
945
3
1099
710
945
5
1099
510
945
7
1098
710
945
9
1115
1110
1105
1100
1095
1090
1085
1080
1075 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 5+50 6+00 6+50 7+00 7+50
0 25 50 0 5 10 VERTHORZ 51
SCALE FEET SCALE FEET PIPE BYPASS PLAN AND PROFILER
NO REVISION DATEDESIGNED SHEET
1519 BALTIMORE DRIVE DRAWNAMES IOWA 50010
Phone (515) 233-6100 CHECKED
Email Amesbolton-menkcom wwwbolton-menkcom CLIENT PROJ NO
JLH A FINAL 051518 IOWA DEPARTMENT OF AGRICULTURE RMC HARDIN COUNTY CREP SITE PROJECT NO HAR882213A JPR
A14115697
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FIGURE 6010513 STANDARD ROAD PIAN SW-513
_ _ REVISIONS Changed Invert callout to Concrete Fillet Updated line work and Iowa DOT
and SUDAS logo
REVISION
1 04-17-18
SHEET 1 of 1
OPEN-SIDED AREA INTAKE
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NO REVISION DATEDESIGNED SHEET
1519 BALTIMORE DRIVE DRAWNAMES IOWA 50010
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52 STRUCTURE DETAILS
Wall Reinforcing
4 Bars at 12
oc Each Way
6
A
1
Inlet
Openings
3
6 x 6
Corner Pier
(When Applicable)
Location Station
4
6 x 6
Center Pier
(When Applicable)
A
Structure may be built with openings on any or all sides
Provide openings and orientation as specified in the contract
documents
Adjacent walls may have different widths based upon pipe
configuration but structure must be rectangular
1 Construct inlet openings with 15-inch 4 epoxy-coated bars
at 8 inches on center Embed bars a minimum of 3 inches
into walls and top at all openings
5
Wall
Width
7
Diagonal Bar
(typ)
2
3
Grade to inlet elevation on open sides Grade to top
elevation on closed sides
Corner pier required between openings of two adjacent
walls Extend wall reinforcing vertically through pier Install
one additional 15-inch 4 bar in pier
6
6 5
Wall Width
PLAN 6
Top Reinforcing
4 bars at 6
oc Each Way
4
5
Center pier required at center of any inlet opening with
length of 5 feet or greater Extend wall reinforcing vertically
through pier Install one additional 15-inch 4 bar in pier
Wall widths vary with pipe diameter Provide 6 inches of wall
width (minimum) each side of pipe opening Minimum wall
width is 36 inches Maximum wall width is 72 inches
2
Grade to Top
6
Top Elevation SW-602 Type G Casting (Bolt Cover to Frame)
9 Inlet 2
Inlet Grade to Inlet Elevation
6
7
Cast-in-place base shown If base is precast integral with
walls the footprint of base is not required to extend beyond
the outer edge of the walls
Install four 4 diagonal bars at all pipe openings
Depth
(7-0 max)
8
12 min 1
Inlet
Opening
Concrete
Fillet
8 12 minimum wall height above all pipes
D 6 min
Lowest Flowline 4
6
Base 6
5
Wall Width 6
8 min
4 Bars at 12
oc Each Way
SECTION A-A
JLH A FINAL 051518 IOWA DEPARTMENT OF AGRICULTURE RMC HARDIN COUNTY CREP SITE PROJECT NO HAR882213A JPR
A14115697
STRUCTURE TABLE STRUCTURE NO INLET OPENING PIPE SIZE (INOUT) INVERT ELEV
(INOUT) INLET ELEV STRUCTURE DEPTH (FT)
WALL WIDTH (INCHES)
ST-1 4 SIDES 12 OUT 109461 109760 374 36 ST-2 4 SIDES 12 IN 109400 109700 375 36 ST-3 4 SIDES 30 OUT 109260 109700 515 54
0 0
0
FIGUREJOID102
DIRE
0
0
I
STANDARD ROAD PlAN SW-102
0 MITH [I EN N R
FIGURE3010101 STANDARD ROAD PLAN SW-101
IMBOLTON illampMENK
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1imiddot-c 1~12~_ middotcl- ~
ALLOWABLE BURY OEPTH
I I
0
0
0
0
FIGURE4020211 STANDARD ROAD PIAN SW-211
SUDASDI CTOR De IGNMETHOOSENGN n
FIGUREJOI0102 STANDARD ROAD PIAN SW-102
suciso crcn DE lltSNMETHOD5EGN II
______________________________________________________________________ ______________________________________________________________________
__________________________________________________________________ __________________________________________________________________
6
m
in
3
Refer to the contract documents for specific material and placement
requirements
1 Required only when specified in the contract documents or when
directed by the Engineer
Bury Depth
12 min
TW
OD
Final Tr
Secondary Backfill
ench Backfill
OD
D
TW
d
Key
= Outside diameter of pipe
= Inside diameter of pipe
= Trench width at top of pipe
= Depth of bedding material below pipe
Springline of Pipe
OD2
OD2
OD6
d
D
Primary Backfill
Haunch Support
Pipe Bedding
Over-excavation
Foundation Stone
1 and
RCP AND VCP CIRCULAR PIPE BEDDING
TW TW
OD6
d
OD
CLASS R-1
Class Material
I Bedding OD
OD2
CLASS R-2 d
Refer to sheet 2 for b
Use Bedding Class R-1
Place remainder of bedocuments
ury depth restrictions
or R-2 unless specified othe
dding and backfill materials
rwise
as specified in the contract
6 min
3
6
min
6
min
4 min
Trim pipe
and fill voids
with mortar
Wall of Precast Manhole
or Intake Structure
6x6 - w2xw2
(8ga) Wire Mesh
9 min
6x6 - w2xw2
(8ga) Wire Mesh
Pipe Joint
Overlap fabric
12 at top of pipe
TYPE PC-1 CONCRETE COLLAR CONNECTION
CONCRETE COLLAR FOR PIPES 12 AND SMALLER
Wall of Precast Manhole
or Intake Structure
4 min
TYPE PC-2 CONCRETE COLLAR CONNECTION
CONCRETE COLLAR FOR PIPES GREATER THAN 12
Engineering
Fabric
PIPE JOINT WRAPPING
PIPE TO PIPE CONNECTION PIPE TO STRUCTURE CONNECTION
HI
DALS
A14
1156
97C
ADC
3DS
heet
DW
G C3
D 20
181
1569
7_C5
0dw
g 12
20
2018
83
536
AM
REVISIONS
REVISIONS Removed Invert callout on Pipe to Structure View Retitled and replaced old
Iowa DOT and SUDAS logos with new logos
REVISIONS Changed title to RCP AND VCP CIRCULAR BEDDING Changed title
on bedding Class R-4 from Concrete Arch to Concrete Top
REVISIONS Changed title to RCP AND VCP CIRCULAR BEDDING Changed title
on bedding Class R-4 from Concrete Arch to Concrete Top
REVISION
04-17-18STDSUDAS_Block_991599
SHEET 1 of 1
TRENCH BEDDING AND BACKFILL ZONES
FIG
UR
E 4
02
02
11
S
HE
ET
1
O
F 1
12 12
min min
REVISION
_2_ 04-17-18
SHEET 1 of 1
STORM SEWER PIPE CONNECTIONS
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01
01
02
SH
EE
T 1
O
F 2
REVISION
04-18-172 REVISION
2 04-18-17Key
OD = Outside diameter of pipe OS = Outside span of pipe
TW = Trench width at top of pipe Min = OD+18 inches Max= 125xOD+12 inches OR 54 inches (whichever is greater)
d = Depth of bedding material below pipe OD8 or OS8 OR 4 inches (whichever is greater)
SHEET 1 of 2 SHEET 2 of 2
RIGID GRAVITY PIPE
TRENCH BEDDING
FIG
UR
E 3
01
01
02
S
HE
ET
2
O
F 2
RIGID GRAVITY PIPE
TRENCH BEDDING
1 Lap ends of wire mesh a minimum of
6 inches
2 Concrete collar is required when
annular space between the outside
of the pipe and the wall of the
structure is 2 inches or greater
3 Provide two 4 hoop bars in concrete
collar Lap bars a minimum of 6 inches
4 Trowel concrete flush with inside
wall of structure
1 2 4
3
1
2 4
3
1
2 2
1 CLASS III RCP CLASS IV RCP CLASS V RCP
2 Pipe
Diameter
(in)
12
15
18
21
24
27
30
33
36
42
48
54
60
66
72
Class
R-1
Bedding
7
8
8
8
8
10
1 1
1 1
1 1
1 1
1 1
1 1
1 1
1 1
1 1
Class Class R-3 amp R-4 Bedding
R-2
Bedding
No Steel
As=04
As=10
10
15
19
27
10
16
19
27
1 1
16
20
40
1 1
18
26
40
12
23
36
40
15
30
40
40
15
29
40
40
15
28
40
40
15
27
40
40
15
26
38
40
15
26
36
40
15
25
34
40
15
25
33
40
15
24
32
40
15
24
32
40
Pipe
Diameter
(in)
12
15
18
21
24
27
30
33
36
42
48
54
60
66
72
Class
R-1
Bedding
12
12
13
13
16
19
19
19
19
18
18
18
18
18
18
Class
Class R-3 amp R-4 Bedding
R-2
Bedding
No Steel
As=04
As=10
15
23
28
40
16
23
30
40
16
29
40
40
18
40
40
40
23
40
40
40
30
40
40
40
29
40
40
40
28
40
40
40
28
40
40
40
27
40
40
40
26
40
40
40
25
40
40
40
25
40
40
40
25
40
40
40
24
40
40
40
Pipe
Diameter
(in)
12
15
18
21
24
27
30
33
36
42
48
54
60
66
72
Class
R-1
Bedding
18
19
19
25
34
40
40
40
40
37
35
33
32
31
31
Class
Class R-3 amp R-4 Bedding
R-2
Bedding
No Steel
As=04
As=10
23 35
40
40
24
40
40
40
30 40
40
40
40
40
40
40
40 40
40
40
40
40
40
40
40 40
40
40
40
40
40
40
40 40
40
40
40
40
40
40
40 40
40
40
40
40
40
40
40
40
40
40
40
40
40
40
40
40
40
40
As = Area of Steel Reinforcing As = Area of Steel Reinforcing As = Area of Steel Reinforcing
R
NO REVISION DATEDESIGNED SHEET
1519 BALTIMORE DRIVE DRAWNAMES IOWA 50010
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53 MISCELLANEOUS DETAILS
JLH A FINAL 051518 IOWA DEPARTMENT OF AGRICULTURE RMC HARDIN COUNTY CREP SITE PROJECT NO HAR882213A JPR
A14115697
~--- ~BOLTON ~ampMENK
0+00
1+00
1+3026
7+00
180th STREET 0+
00
7+6021 5+00
3+00
4+00
2+00
6+00
1+00
gtgt
gtgt
gtgt
gtgt
gtgt
gtgt
gtgt
gtgt
gtgt
gtgt
gtgt
gtgt
gtgt
gtgt gtgtgtgt
gtgt
gtgt gtgt gtgtgtgt gtgt
gtgt
gtgt
gtgt
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12 BYPASS PIPE
EASEMENT BOUNDARY (TYP)
RIP RAP RIFFLE (55 TON)
PROPOSED STRUCTURE ST-1
1115
1110
1105
1100
1095
1090
1085
1080
1075
PROPOSED RIP RAP RIFFLE
EXISTING WATERWAY PROFILE
INLET SW-513 N 36 SQ WALLS
STA
R=109800
I=109461 12 W STA 5+2392
STA 5+3002ELEV 109854 ELEV 109854
STA 5+0709 ELEV 109760
1092
9
1092
9
1093
2
1093
3
1093
5
1093
6
1093
8
1093
8
1093
8
1094
1
1094
5
1094
8
1095
0
1095
1
1095
2
1095
3
1096
1
1096
6
1096
9
1097
2
1097
6
1097
410
985
4
1098
0
1098
3
1098
6
1098
9
1099
0
1099
1
1099
4
1099
6
1107
8
1115
1110
1105
1100
1095
1090
1085
1080
1075 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 5+50 6+00 6+50 7+00 7+50
0 25 50 0 5 10 VERTHORZ 60
SCALE FEET SCALE FEET EXISTING WATERWAY PLAN AND PROFILER
NO REVISION DATEDESIGNED SHEET
1519 BALTIMORE DRIVE DRAWNAMES IOWA 50010
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JLH A FINAL 051518 IOWA DEPARTMENT OF AGRICULTURE RMC HARDIN COUNTY CREP SITE PROJECT NO HAR882213A JPR
A14115697
--- ---
I I I
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I I
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0+00
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1+30
26
gtgt gtgt
gtgt gtgt
gtgt
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EASEMENT BOUNDARY (TYP)
PROPOSED STRUCTURE ST-1
RIP RAP RIFFLE
12 BYPASS PIPE
1115
1110
1105
1100
1095
1090
1085
1080
1075
EXISTING GRND
INLET SW-513 N 36 SQ WALLS
STA
RIMINLET=109800
I=109461 12 W
EXISTING GRND
STA 0+6391 ELEV 110172
STA 0+9239 ELEV 109954
STA 0+7528 ELEV 109954
STA 0+8421 ELEV 109854
STA 0+8821 ELEV 109854
1105
3
1103
3
1102
3
1099
6
1102
8
1112
9
1115
1110
1105
1100
1095
1090
1085
1080
1075 0+00 0+50 1+00 1+50
0 25 50 0 5 10 VERTHORZ 61
SCALE FEET SCALE FEET RIP RAP RIFFLE CROSS SECTIONR
NO REVISION DATEDESIGNED SHEET
1519 BALTIMORE DRIVE DRAWNAMES IOWA 50010
Phone (515) 233-6100 CHECKED
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JLH A FINAL 051518 IOWA DEPARTMENT OF AGRICULTURE RMC HARDIN COUNTY CREP SITE PROJECT NO HAR882213A JPR
A14115697
gtIN3W 18 ffi No1oe~
~
SLOPE VARIES SLOPE VARIES
21 21
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M
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SLOPE 21 UPSTREAM 6 4
CLASS E RIP RAPPROPOSED ST-1 5 SW-513 INTAKE (PROVIDE BOLT DOWN COVER) SLOPE 151 RIFFLE CHANNEL DOWNSTREAM
1
15
TOP RIFFLE ELEV 10995 INLET ELEVATION
RIFFLE NOTCH ELEV 10985
STREAM FLOWLINE STREAM FLOWLINEELEV 10976
12 FLOWLINE OUT ELEV 109461 BTM STRUCTURE PLACE ENGINEERING FABRIC BELOW RIP RAPELEV 10941
2 CONCRETE FILLET
8
APPROXIMATELY 37
TYPICAL RIP RAP RIFFLE PROFILE NOT TO SCALE
17
RIFFLE NOTCH ELEV 10985TUCK ENGINEERING FABRIC
1
25
12 DEEP TYP EACH SIDE TOP RIP RAP ELEV 110178
4
1
TOP RIFFLE ELEV 10995 TOP RIFFLE ELEV 10995
CLASS E RIP RAP PLACE ENGINEERING FABRIC BELOW RIP RAP
TYPICAL RIP RAP RIFFLE SECTION NOT TO SCALE
NO REVISION DATEDESIGNED SHEET
1519 BALTIMORE DRIVE DRAWNAMES IOWA 50010
Phone (515) 233-6100 CHECKED
Email Amesbolton-menkcom wwwbolton-menkcom CLIENT PROJ NO
JLH A FINAL 051518 IOWA DEPARTMENT OF AGRICULTURE RMC HARDIN COUNTY CREP SITE PROJECT NO HAR882213A JPR
A14115697
62 RIP RAP RIFFLE DETAILS
--- IMBOLTON illampMENK
I
- - I I
I I I I
I
OWNER JAMES THOMS
SEC 13 T88N R22W
N 24 AC SW NE
SOUTH FORK IOWA RIVER
OWNER JAMES THOMS
SEC 13 T88N R22W
NW NE
SOUTH FORK IOWA RIVER
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53 A
M
R
0 25 50 HORZ 80
SCALE FEET SEEDING AREAS
EASEMENT BOUNDARY (TYP)
NO SEEDING IN POOL AREA
180T
H ST
REET
BERM (DIKE) STRUCTURE
SEEDING
SILT FENCE (TYP)
H AVENUE
SEEDING NOTES
1 ALL SEED BEDS SHALL BE PREPARED AS SPECIFIED IN SECTION IA-6
2 ALL ROCKS 3 OR LARGER IN DIAMETER SHALL BE REMOVED FROM THE SEEDBED
3 CONTRACTOR SHALL SUBMIT A SEEDING PLAN ON FORM IA-CPA-4 FOR EACH TYPE OF SEED TO BE PROVIDED AT LEAST 3 WEEKS PRIOR TO BEGINNING SEEDING OPERATIONS
4 NO SEED TO BE PLACED BELOW THE NORMAL WATER ELEVATION
5 THE 10 ACCESS BENCH ALONG THE PERIMETER OF THE POOL AREA SHALL BE GRADED TO A UNIFORM SURFACE
6 MULCH SHALL BE APPLIED TO ALL STRUCTURE SEEDING AND CHANNEL SEEDING AREAS NO MULCH TO BE APPLIED TO THE BUFFER SEEDING
7 SEEDED AREAS WHERE MULCH IS REQUIRED SHALL BE MULCHED WITHIN 24 HOURS
8 ALL MULCH SHALL BE ANCHORED
9 SEED TYPES SHALL AS SPECIFIED IN SECTION IA-6 OF THE PROJECT MANUAL
10 EXISTING VEGETATION SHALL BE REMOVED OR KILLED BY APPLICATION OF HERBICIDE PRIOR TO PREPARATION FOR SEEDING
11 ANY EXISTING VEGETATION AREAS THAT ARE TO REMAIN UNDISTURBED WILL BE DETERMINED IN THE FIELD BY THE ENGINEER NO CHANGE IN CONTRACT PRICE WILL BE ALLOWED DUE TO CHANGE IN SEEDING AREAS
SEEDING QUANTITIES
584 ACRES - NORMAL WATER LEVEL POOL AREA
19 ACRES - STRUCTURE AND CHANNEL
NO REVISION DATEDESIGNED SHEET
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JLH A FINAL 051518 IOWA DEPARTMENT OF AGRICULTURE RMC HARDIN COUNTY CREP SITE PROJECT NO HAR882213A JPR
A14115697
- Har882213A plans
- Specs Package 12-20-2018 43
- Specs Package 12-20-2018 44
- Specs Package 12-20-2018 45
- Specs Package 12-20-2018 46
- Specs Package 12-20-2018 47
- Specs Package 12-20-2018 48
- Specs Package 12-20-2018 49
- Specs Package 12-20-2018 50
- Specs Package 12-20-2018 51
- Specs Package 12-20-2018 52
- Specs Package 12-20-2018 53
- Specs Package 12-20-2018 54
- Specs Package 12-20-2018 55
-
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--- ----------------------~ ____ fl_
I
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IMBOLTON illampMENK
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I I I I I
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6+00
12 RCP
12 RCP 29deg
14
14
0+00
12RCP
22deg
7+4396
7+00
12RCP
42deg
SOUTH FORK IOWA RIVER
1+00
2+00
3+00
4+00
5+00
gtgtgtgt
gtgtgtgt
gtgtgtgt
gtgtgtgt
gtgt gtgtgtgt
gtgt gtgt
gtgt gtgt
gtgt
gtgtgtgt
gtgt gtgtgtgt
gtgt gtgt gtgt gtgtgtgt gtgt
gtgt
gtgt
gtgt
100 YEAR STORM POOL HWL ELEV 109749 EASEMENT BOUNDARY (TYP)
NORMAL POOL ELEV 109700
PROPOSED STRUCTURE ST-2 (SW-513 WALL WIDTH = 36 SQ) RIMINLET ELEV 10970 INVERT ELEV 10940 SUMP ELEV 10920
PROPOSED STRUCTURE ST-1 (SW-513 WALL WIDTH = 36) RIMINLET ELEV 10976
INVERT ELEV 109461
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18 8
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34 A
M
1115
1110
1105
1100
1095
1090
1085
1080
1075
ST-2 SW-513 N 36 SQ WALLS
STA 0+03
R=109700
I=109400 12 N
EXISTING GRND PROFILE
NWL 10970
ST-1 SW-513 N 36 SQ WALLS
STA 7+44
RIMINLET=109760
I=109461 12 W EXISTING GROUND
STA 7+4396 ELEV 109765
VPI 7+4396VPI 0+0306 EL 109461 EL 109400
90 - 12 RCP 008107 - 12 RCP 00892 - 12 RCP 008452 - 12 RCP 008
1096
3
1097
110
940
2
1097
210
940
4
1099
310
940
6
1103
410
940
8
1108
810
941
0
1113
210
941
2
1115
110
941
4
1115
910
941
6
1112
110
941
8
1107
810
942
0
1104
410
942
2
1102
410
942
4
1100
310
942
7
1100
210
942
9
1100
410
943
1
1101
110
943
3
1101
610
943
5
1101
210
943
7
1100
310
943
9
1100
110
944
1
1099
910
944
3
1100
210
944
5
1100
410
944
7
1100
010
944
9
1099
810
945
1
1102
110
945
3
1099
710
945
5
1099
510
945
7
1098
710
945
9
1115
1110
1105
1100
1095
1090
1085
1080
1075 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 5+50 6+00 6+50 7+00 7+50
0 25 50 0 5 10 VERTHORZ 51
SCALE FEET SCALE FEET PIPE BYPASS PLAN AND PROFILER
NO REVISION DATEDESIGNED SHEET
1519 BALTIMORE DRIVE DRAWNAMES IOWA 50010
Phone (515) 233-6100 CHECKED
Email Amesbolton-menkcom wwwbolton-menkcom CLIENT PROJ NO
JLH A FINAL 051518 IOWA DEPARTMENT OF AGRICULTURE RMC HARDIN COUNTY CREP SITE PROJECT NO HAR882213A JPR
A14115697
-
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T
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IMBOLTON illampMENK
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FIGURE 6010513 STANDARD ROAD PIAN SW-513
_ _ REVISIONS Changed Invert callout to Concrete Fillet Updated line work and Iowa DOT
and SUDAS logo
REVISION
1 04-17-18
SHEET 1 of 1
OPEN-SIDED AREA INTAKE
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M
R
NO REVISION DATEDESIGNED SHEET
1519 BALTIMORE DRIVE DRAWNAMES IOWA 50010
Phone (515) 233-6100 CHECKED
Email Amesbolton-menkcom wwwbolton-menkcom CLIENT PROJ NO
52 STRUCTURE DETAILS
Wall Reinforcing
4 Bars at 12
oc Each Way
6
A
1
Inlet
Openings
3
6 x 6
Corner Pier
(When Applicable)
Location Station
4
6 x 6
Center Pier
(When Applicable)
A
Structure may be built with openings on any or all sides
Provide openings and orientation as specified in the contract
documents
Adjacent walls may have different widths based upon pipe
configuration but structure must be rectangular
1 Construct inlet openings with 15-inch 4 epoxy-coated bars
at 8 inches on center Embed bars a minimum of 3 inches
into walls and top at all openings
5
Wall
Width
7
Diagonal Bar
(typ)
2
3
Grade to inlet elevation on open sides Grade to top
elevation on closed sides
Corner pier required between openings of two adjacent
walls Extend wall reinforcing vertically through pier Install
one additional 15-inch 4 bar in pier
6
6 5
Wall Width
PLAN 6
Top Reinforcing
4 bars at 6
oc Each Way
4
5
Center pier required at center of any inlet opening with
length of 5 feet or greater Extend wall reinforcing vertically
through pier Install one additional 15-inch 4 bar in pier
Wall widths vary with pipe diameter Provide 6 inches of wall
width (minimum) each side of pipe opening Minimum wall
width is 36 inches Maximum wall width is 72 inches
2
Grade to Top
6
Top Elevation SW-602 Type G Casting (Bolt Cover to Frame)
9 Inlet 2
Inlet Grade to Inlet Elevation
6
7
Cast-in-place base shown If base is precast integral with
walls the footprint of base is not required to extend beyond
the outer edge of the walls
Install four 4 diagonal bars at all pipe openings
Depth
(7-0 max)
8
12 min 1
Inlet
Opening
Concrete
Fillet
8 12 minimum wall height above all pipes
D 6 min
Lowest Flowline 4
6
Base 6
5
Wall Width 6
8 min
4 Bars at 12
oc Each Way
SECTION A-A
JLH A FINAL 051518 IOWA DEPARTMENT OF AGRICULTURE RMC HARDIN COUNTY CREP SITE PROJECT NO HAR882213A JPR
A14115697
STRUCTURE TABLE STRUCTURE NO INLET OPENING PIPE SIZE (INOUT) INVERT ELEV
(INOUT) INLET ELEV STRUCTURE DEPTH (FT)
WALL WIDTH (INCHES)
ST-1 4 SIDES 12 OUT 109461 109760 374 36 ST-2 4 SIDES 12 IN 109400 109700 375 36 ST-3 4 SIDES 30 OUT 109260 109700 515 54
0 0
0
FIGUREJOID102
DIRE
0
0
I
STANDARD ROAD PlAN SW-102
0 MITH [I EN N R
FIGURE3010101 STANDARD ROAD PLAN SW-101
IMBOLTON illampMENK
0
1imiddot-c 1~12~_ middotcl- ~
ALLOWABLE BURY OEPTH
I I
0
0
0
0
FIGURE4020211 STANDARD ROAD PIAN SW-211
SUDASDI CTOR De IGNMETHOOSENGN n
FIGUREJOI0102 STANDARD ROAD PIAN SW-102
suciso crcn DE lltSNMETHOD5EGN II
______________________________________________________________________ ______________________________________________________________________
__________________________________________________________________ __________________________________________________________________
6
m
in
3
Refer to the contract documents for specific material and placement
requirements
1 Required only when specified in the contract documents or when
directed by the Engineer
Bury Depth
12 min
TW
OD
Final Tr
Secondary Backfill
ench Backfill
OD
D
TW
d
Key
= Outside diameter of pipe
= Inside diameter of pipe
= Trench width at top of pipe
= Depth of bedding material below pipe
Springline of Pipe
OD2
OD2
OD6
d
D
Primary Backfill
Haunch Support
Pipe Bedding
Over-excavation
Foundation Stone
1 and
RCP AND VCP CIRCULAR PIPE BEDDING
TW TW
OD6
d
OD
CLASS R-1
Class Material
I Bedding OD
OD2
CLASS R-2 d
Refer to sheet 2 for b
Use Bedding Class R-1
Place remainder of bedocuments
ury depth restrictions
or R-2 unless specified othe
dding and backfill materials
rwise
as specified in the contract
6 min
3
6
min
6
min
4 min
Trim pipe
and fill voids
with mortar
Wall of Precast Manhole
or Intake Structure
6x6 - w2xw2
(8ga) Wire Mesh
9 min
6x6 - w2xw2
(8ga) Wire Mesh
Pipe Joint
Overlap fabric
12 at top of pipe
TYPE PC-1 CONCRETE COLLAR CONNECTION
CONCRETE COLLAR FOR PIPES 12 AND SMALLER
Wall of Precast Manhole
or Intake Structure
4 min
TYPE PC-2 CONCRETE COLLAR CONNECTION
CONCRETE COLLAR FOR PIPES GREATER THAN 12
Engineering
Fabric
PIPE JOINT WRAPPING
PIPE TO PIPE CONNECTION PIPE TO STRUCTURE CONNECTION
HI
DALS
A14
1156
97C
ADC
3DS
heet
DW
G C3
D 20
181
1569
7_C5
0dw
g 12
20
2018
83
536
AM
REVISIONS
REVISIONS Removed Invert callout on Pipe to Structure View Retitled and replaced old
Iowa DOT and SUDAS logos with new logos
REVISIONS Changed title to RCP AND VCP CIRCULAR BEDDING Changed title
on bedding Class R-4 from Concrete Arch to Concrete Top
REVISIONS Changed title to RCP AND VCP CIRCULAR BEDDING Changed title
on bedding Class R-4 from Concrete Arch to Concrete Top
REVISION
04-17-18STDSUDAS_Block_991599
SHEET 1 of 1
TRENCH BEDDING AND BACKFILL ZONES
FIG
UR
E 4
02
02
11
S
HE
ET
1
O
F 1
12 12
min min
REVISION
_2_ 04-17-18
SHEET 1 of 1
STORM SEWER PIPE CONNECTIONS
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UR
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01
01
02
SH
EE
T 1
O
F 2
REVISION
04-18-172 REVISION
2 04-18-17Key
OD = Outside diameter of pipe OS = Outside span of pipe
TW = Trench width at top of pipe Min = OD+18 inches Max= 125xOD+12 inches OR 54 inches (whichever is greater)
d = Depth of bedding material below pipe OD8 or OS8 OR 4 inches (whichever is greater)
SHEET 1 of 2 SHEET 2 of 2
RIGID GRAVITY PIPE
TRENCH BEDDING
FIG
UR
E 3
01
01
02
S
HE
ET
2
O
F 2
RIGID GRAVITY PIPE
TRENCH BEDDING
1 Lap ends of wire mesh a minimum of
6 inches
2 Concrete collar is required when
annular space between the outside
of the pipe and the wall of the
structure is 2 inches or greater
3 Provide two 4 hoop bars in concrete
collar Lap bars a minimum of 6 inches
4 Trowel concrete flush with inside
wall of structure
1 2 4
3
1
2 4
3
1
2 2
1 CLASS III RCP CLASS IV RCP CLASS V RCP
2 Pipe
Diameter
(in)
12
15
18
21
24
27
30
33
36
42
48
54
60
66
72
Class
R-1
Bedding
7
8
8
8
8
10
1 1
1 1
1 1
1 1
1 1
1 1
1 1
1 1
1 1
Class Class R-3 amp R-4 Bedding
R-2
Bedding
No Steel
As=04
As=10
10
15
19
27
10
16
19
27
1 1
16
20
40
1 1
18
26
40
12
23
36
40
15
30
40
40
15
29
40
40
15
28
40
40
15
27
40
40
15
26
38
40
15
26
36
40
15
25
34
40
15
25
33
40
15
24
32
40
15
24
32
40
Pipe
Diameter
(in)
12
15
18
21
24
27
30
33
36
42
48
54
60
66
72
Class
R-1
Bedding
12
12
13
13
16
19
19
19
19
18
18
18
18
18
18
Class
Class R-3 amp R-4 Bedding
R-2
Bedding
No Steel
As=04
As=10
15
23
28
40
16
23
30
40
16
29
40
40
18
40
40
40
23
40
40
40
30
40
40
40
29
40
40
40
28
40
40
40
28
40
40
40
27
40
40
40
26
40
40
40
25
40
40
40
25
40
40
40
25
40
40
40
24
40
40
40
Pipe
Diameter
(in)
12
15
18
21
24
27
30
33
36
42
48
54
60
66
72
Class
R-1
Bedding
18
19
19
25
34
40
40
40
40
37
35
33
32
31
31
Class
Class R-3 amp R-4 Bedding
R-2
Bedding
No Steel
As=04
As=10
23 35
40
40
24
40
40
40
30 40
40
40
40
40
40
40
40 40
40
40
40
40
40
40
40 40
40
40
40
40
40
40
40 40
40
40
40
40
40
40
40 40
40
40
40
40
40
40
40
40
40
40
40
40
40
40
40
40
40
40
As = Area of Steel Reinforcing As = Area of Steel Reinforcing As = Area of Steel Reinforcing
R
NO REVISION DATEDESIGNED SHEET
1519 BALTIMORE DRIVE DRAWNAMES IOWA 50010
Phone (515) 233-6100 CHECKED
Email Amesbolton-menkcom wwwbolton-menkcom CLIENT PROJ NO
53 MISCELLANEOUS DETAILS
JLH A FINAL 051518 IOWA DEPARTMENT OF AGRICULTURE RMC HARDIN COUNTY CREP SITE PROJECT NO HAR882213A JPR
A14115697
~--- ~BOLTON ~ampMENK
0+00
1+00
1+3026
7+00
180th STREET 0+
00
7+6021 5+00
3+00
4+00
2+00
6+00
1+00
gtgt
gtgt
gtgt
gtgt
gtgt
gtgt
gtgt
gtgt
gtgt
gtgt
gtgt
gtgt
gtgt
gtgt gtgtgtgt
gtgt
gtgt gtgt gtgtgtgt gtgt
gtgt
gtgt
gtgt
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44 A
M
12 BYPASS PIPE
EASEMENT BOUNDARY (TYP)
RIP RAP RIFFLE (55 TON)
PROPOSED STRUCTURE ST-1
1115
1110
1105
1100
1095
1090
1085
1080
1075
PROPOSED RIP RAP RIFFLE
EXISTING WATERWAY PROFILE
INLET SW-513 N 36 SQ WALLS
STA
R=109800
I=109461 12 W STA 5+2392
STA 5+3002ELEV 109854 ELEV 109854
STA 5+0709 ELEV 109760
1092
9
1092
9
1093
2
1093
3
1093
5
1093
6
1093
8
1093
8
1093
8
1094
1
1094
5
1094
8
1095
0
1095
1
1095
2
1095
3
1096
1
1096
6
1096
9
1097
2
1097
6
1097
410
985
4
1098
0
1098
3
1098
6
1098
9
1099
0
1099
1
1099
4
1099
6
1107
8
1115
1110
1105
1100
1095
1090
1085
1080
1075 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 5+50 6+00 6+50 7+00 7+50
0 25 50 0 5 10 VERTHORZ 60
SCALE FEET SCALE FEET EXISTING WATERWAY PLAN AND PROFILER
NO REVISION DATEDESIGNED SHEET
1519 BALTIMORE DRIVE DRAWNAMES IOWA 50010
Phone (515) 233-6100 CHECKED
Email Amesbolton-menkcom wwwbolton-menkcom CLIENT PROJ NO
JLH A FINAL 051518 IOWA DEPARTMENT OF AGRICULTURE RMC HARDIN COUNTY CREP SITE PROJECT NO HAR882213A JPR
A14115697
--- ---
I I I
I I I
I I
I I
I I
J l
II
ii
I I
I I
I I
I I
I I I
I I
I I l I
I
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1 1bull I 1
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I I
I I I
__
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7
IMBOLTON illampMENK
4+00
5+00
6+00
0+00
1+00
1+30
26
gtgt gtgt
gtgt gtgt
gtgt
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45 A
M
EASEMENT BOUNDARY (TYP)
PROPOSED STRUCTURE ST-1
RIP RAP RIFFLE
12 BYPASS PIPE
1115
1110
1105
1100
1095
1090
1085
1080
1075
EXISTING GRND
INLET SW-513 N 36 SQ WALLS
STA
RIMINLET=109800
I=109461 12 W
EXISTING GRND
STA 0+6391 ELEV 110172
STA 0+9239 ELEV 109954
STA 0+7528 ELEV 109954
STA 0+8421 ELEV 109854
STA 0+8821 ELEV 109854
1105
3
1103
3
1102
3
1099
6
1102
8
1112
9
1115
1110
1105
1100
1095
1090
1085
1080
1075 0+00 0+50 1+00 1+50
0 25 50 0 5 10 VERTHORZ 61
SCALE FEET SCALE FEET RIP RAP RIFFLE CROSS SECTIONR
NO REVISION DATEDESIGNED SHEET
1519 BALTIMORE DRIVE DRAWNAMES IOWA 50010
Phone (515) 233-6100 CHECKED
Email Amesbolton-menkcom wwwbolton-menkcom CLIENT PROJ NO
JLH A FINAL 051518 IOWA DEPARTMENT OF AGRICULTURE RMC HARDIN COUNTY CREP SITE PROJECT NO HAR882213A JPR
A14115697
gtIN3W 18 ffi No1oe~
~
SLOPE VARIES SLOPE VARIES
21 21
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46 A
M
R
SLOPE 21 UPSTREAM 6 4
CLASS E RIP RAPPROPOSED ST-1 5 SW-513 INTAKE (PROVIDE BOLT DOWN COVER) SLOPE 151 RIFFLE CHANNEL DOWNSTREAM
1
15
TOP RIFFLE ELEV 10995 INLET ELEVATION
RIFFLE NOTCH ELEV 10985
STREAM FLOWLINE STREAM FLOWLINEELEV 10976
12 FLOWLINE OUT ELEV 109461 BTM STRUCTURE PLACE ENGINEERING FABRIC BELOW RIP RAPELEV 10941
2 CONCRETE FILLET
8
APPROXIMATELY 37
TYPICAL RIP RAP RIFFLE PROFILE NOT TO SCALE
17
RIFFLE NOTCH ELEV 10985TUCK ENGINEERING FABRIC
1
25
12 DEEP TYP EACH SIDE TOP RIP RAP ELEV 110178
4
1
TOP RIFFLE ELEV 10995 TOP RIFFLE ELEV 10995
CLASS E RIP RAP PLACE ENGINEERING FABRIC BELOW RIP RAP
TYPICAL RIP RAP RIFFLE SECTION NOT TO SCALE
NO REVISION DATEDESIGNED SHEET
1519 BALTIMORE DRIVE DRAWNAMES IOWA 50010
Phone (515) 233-6100 CHECKED
Email Amesbolton-menkcom wwwbolton-menkcom CLIENT PROJ NO
JLH A FINAL 051518 IOWA DEPARTMENT OF AGRICULTURE RMC HARDIN COUNTY CREP SITE PROJECT NO HAR882213A JPR
A14115697
62 RIP RAP RIFFLE DETAILS
--- IMBOLTON illampMENK
I
- - I I
I I I I
I
OWNER JAMES THOMS
SEC 13 T88N R22W
N 24 AC SW NE
SOUTH FORK IOWA RIVER
OWNER JAMES THOMS
SEC 13 T88N R22W
NW NE
SOUTH FORK IOWA RIVER
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53 A
M
R
0 25 50 HORZ 80
SCALE FEET SEEDING AREAS
EASEMENT BOUNDARY (TYP)
NO SEEDING IN POOL AREA
180T
H ST
REET
BERM (DIKE) STRUCTURE
SEEDING
SILT FENCE (TYP)
H AVENUE
SEEDING NOTES
1 ALL SEED BEDS SHALL BE PREPARED AS SPECIFIED IN SECTION IA-6
2 ALL ROCKS 3 OR LARGER IN DIAMETER SHALL BE REMOVED FROM THE SEEDBED
3 CONTRACTOR SHALL SUBMIT A SEEDING PLAN ON FORM IA-CPA-4 FOR EACH TYPE OF SEED TO BE PROVIDED AT LEAST 3 WEEKS PRIOR TO BEGINNING SEEDING OPERATIONS
4 NO SEED TO BE PLACED BELOW THE NORMAL WATER ELEVATION
5 THE 10 ACCESS BENCH ALONG THE PERIMETER OF THE POOL AREA SHALL BE GRADED TO A UNIFORM SURFACE
6 MULCH SHALL BE APPLIED TO ALL STRUCTURE SEEDING AND CHANNEL SEEDING AREAS NO MULCH TO BE APPLIED TO THE BUFFER SEEDING
7 SEEDED AREAS WHERE MULCH IS REQUIRED SHALL BE MULCHED WITHIN 24 HOURS
8 ALL MULCH SHALL BE ANCHORED
9 SEED TYPES SHALL AS SPECIFIED IN SECTION IA-6 OF THE PROJECT MANUAL
10 EXISTING VEGETATION SHALL BE REMOVED OR KILLED BY APPLICATION OF HERBICIDE PRIOR TO PREPARATION FOR SEEDING
11 ANY EXISTING VEGETATION AREAS THAT ARE TO REMAIN UNDISTURBED WILL BE DETERMINED IN THE FIELD BY THE ENGINEER NO CHANGE IN CONTRACT PRICE WILL BE ALLOWED DUE TO CHANGE IN SEEDING AREAS
SEEDING QUANTITIES
584 ACRES - NORMAL WATER LEVEL POOL AREA
19 ACRES - STRUCTURE AND CHANNEL
NO REVISION DATEDESIGNED SHEET
1519 BALTIMORE DRIVE DRAWNAMES IOWA 50010
Phone (515) 233-6100 CHECKED
Email Amesbolton-menkcom wwwbolton-menkcom CLIENT PROJ NO
JLH A FINAL 051518 IOWA DEPARTMENT OF AGRICULTURE RMC HARDIN COUNTY CREP SITE PROJECT NO HAR882213A JPR
A14115697
- Har882213A plans
- Specs Package 12-20-2018 43
- Specs Package 12-20-2018 44
- Specs Package 12-20-2018 45
- Specs Package 12-20-2018 46
- Specs Package 12-20-2018 47
- Specs Package 12-20-2018 48
- Specs Package 12-20-2018 49
- Specs Package 12-20-2018 50
- Specs Package 12-20-2018 51
- Specs Package 12-20-2018 52
- Specs Package 12-20-2018 53
- Specs Package 12-20-2018 54
- Specs Package 12-20-2018 55
-
-
--
T
T
I
A _
T
0
0 -----------
~
1
0
0 I
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0
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1
IMBOLTON illampMENK
0
0
0
0
0
0
0
0 0
I
FIGURE 6010513 STANDARD ROAD PIAN SW-513
_ _ REVISIONS Changed Invert callout to Concrete Fillet Updated line work and Iowa DOT
and SUDAS logo
REVISION
1 04-17-18
SHEET 1 of 1
OPEN-SIDED AREA INTAKE
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115
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020
18 8
35
35 A
M
R
NO REVISION DATEDESIGNED SHEET
1519 BALTIMORE DRIVE DRAWNAMES IOWA 50010
Phone (515) 233-6100 CHECKED
Email Amesbolton-menkcom wwwbolton-menkcom CLIENT PROJ NO
52 STRUCTURE DETAILS
Wall Reinforcing
4 Bars at 12
oc Each Way
6
A
1
Inlet
Openings
3
6 x 6
Corner Pier
(When Applicable)
Location Station
4
6 x 6
Center Pier
(When Applicable)
A
Structure may be built with openings on any or all sides
Provide openings and orientation as specified in the contract
documents
Adjacent walls may have different widths based upon pipe
configuration but structure must be rectangular
1 Construct inlet openings with 15-inch 4 epoxy-coated bars
at 8 inches on center Embed bars a minimum of 3 inches
into walls and top at all openings
5
Wall
Width
7
Diagonal Bar
(typ)
2
3
Grade to inlet elevation on open sides Grade to top
elevation on closed sides
Corner pier required between openings of two adjacent
walls Extend wall reinforcing vertically through pier Install
one additional 15-inch 4 bar in pier
6
6 5
Wall Width
PLAN 6
Top Reinforcing
4 bars at 6
oc Each Way
4
5
Center pier required at center of any inlet opening with
length of 5 feet or greater Extend wall reinforcing vertically
through pier Install one additional 15-inch 4 bar in pier
Wall widths vary with pipe diameter Provide 6 inches of wall
width (minimum) each side of pipe opening Minimum wall
width is 36 inches Maximum wall width is 72 inches
2
Grade to Top
6
Top Elevation SW-602 Type G Casting (Bolt Cover to Frame)
9 Inlet 2
Inlet Grade to Inlet Elevation
6
7
Cast-in-place base shown If base is precast integral with
walls the footprint of base is not required to extend beyond
the outer edge of the walls
Install four 4 diagonal bars at all pipe openings
Depth
(7-0 max)
8
12 min 1
Inlet
Opening
Concrete
Fillet
8 12 minimum wall height above all pipes
D 6 min
Lowest Flowline 4
6
Base 6
5
Wall Width 6
8 min
4 Bars at 12
oc Each Way
SECTION A-A
JLH A FINAL 051518 IOWA DEPARTMENT OF AGRICULTURE RMC HARDIN COUNTY CREP SITE PROJECT NO HAR882213A JPR
A14115697
STRUCTURE TABLE STRUCTURE NO INLET OPENING PIPE SIZE (INOUT) INVERT ELEV
(INOUT) INLET ELEV STRUCTURE DEPTH (FT)
WALL WIDTH (INCHES)
ST-1 4 SIDES 12 OUT 109461 109760 374 36 ST-2 4 SIDES 12 IN 109400 109700 375 36 ST-3 4 SIDES 30 OUT 109260 109700 515 54
0 0
0
FIGUREJOID102
DIRE
0
0
I
STANDARD ROAD PlAN SW-102
0 MITH [I EN N R
FIGURE3010101 STANDARD ROAD PLAN SW-101
IMBOLTON illampMENK
0
1imiddot-c 1~12~_ middotcl- ~
ALLOWABLE BURY OEPTH
I I
0
0
0
0
FIGURE4020211 STANDARD ROAD PIAN SW-211
SUDASDI CTOR De IGNMETHOOSENGN n
FIGUREJOI0102 STANDARD ROAD PIAN SW-102
suciso crcn DE lltSNMETHOD5EGN II
______________________________________________________________________ ______________________________________________________________________
__________________________________________________________________ __________________________________________________________________
6
m
in
3
Refer to the contract documents for specific material and placement
requirements
1 Required only when specified in the contract documents or when
directed by the Engineer
Bury Depth
12 min
TW
OD
Final Tr
Secondary Backfill
ench Backfill
OD
D
TW
d
Key
= Outside diameter of pipe
= Inside diameter of pipe
= Trench width at top of pipe
= Depth of bedding material below pipe
Springline of Pipe
OD2
OD2
OD6
d
D
Primary Backfill
Haunch Support
Pipe Bedding
Over-excavation
Foundation Stone
1 and
RCP AND VCP CIRCULAR PIPE BEDDING
TW TW
OD6
d
OD
CLASS R-1
Class Material
I Bedding OD
OD2
CLASS R-2 d
Refer to sheet 2 for b
Use Bedding Class R-1
Place remainder of bedocuments
ury depth restrictions
or R-2 unless specified othe
dding and backfill materials
rwise
as specified in the contract
6 min
3
6
min
6
min
4 min
Trim pipe
and fill voids
with mortar
Wall of Precast Manhole
or Intake Structure
6x6 - w2xw2
(8ga) Wire Mesh
9 min
6x6 - w2xw2
(8ga) Wire Mesh
Pipe Joint
Overlap fabric
12 at top of pipe
TYPE PC-1 CONCRETE COLLAR CONNECTION
CONCRETE COLLAR FOR PIPES 12 AND SMALLER
Wall of Precast Manhole
or Intake Structure
4 min
TYPE PC-2 CONCRETE COLLAR CONNECTION
CONCRETE COLLAR FOR PIPES GREATER THAN 12
Engineering
Fabric
PIPE JOINT WRAPPING
PIPE TO PIPE CONNECTION PIPE TO STRUCTURE CONNECTION
HI
DALS
A14
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3DS
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DW
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83
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REVISIONS
REVISIONS Removed Invert callout on Pipe to Structure View Retitled and replaced old
Iowa DOT and SUDAS logos with new logos
REVISIONS Changed title to RCP AND VCP CIRCULAR BEDDING Changed title
on bedding Class R-4 from Concrete Arch to Concrete Top
REVISIONS Changed title to RCP AND VCP CIRCULAR BEDDING Changed title
on bedding Class R-4 from Concrete Arch to Concrete Top
REVISION
04-17-18STDSUDAS_Block_991599
SHEET 1 of 1
TRENCH BEDDING AND BACKFILL ZONES
FIG
UR
E 4
02
02
11
S
HE
ET
1
O
F 1
12 12
min min
REVISION
_2_ 04-17-18
SHEET 1 of 1
STORM SEWER PIPE CONNECTIONS
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FIG
UR
E 3
01
01
02
SH
EE
T 1
O
F 2
REVISION
04-18-172 REVISION
2 04-18-17Key
OD = Outside diameter of pipe OS = Outside span of pipe
TW = Trench width at top of pipe Min = OD+18 inches Max= 125xOD+12 inches OR 54 inches (whichever is greater)
d = Depth of bedding material below pipe OD8 or OS8 OR 4 inches (whichever is greater)
SHEET 1 of 2 SHEET 2 of 2
RIGID GRAVITY PIPE
TRENCH BEDDING
FIG
UR
E 3
01
01
02
S
HE
ET
2
O
F 2
RIGID GRAVITY PIPE
TRENCH BEDDING
1 Lap ends of wire mesh a minimum of
6 inches
2 Concrete collar is required when
annular space between the outside
of the pipe and the wall of the
structure is 2 inches or greater
3 Provide two 4 hoop bars in concrete
collar Lap bars a minimum of 6 inches
4 Trowel concrete flush with inside
wall of structure
1 2 4
3
1
2 4
3
1
2 2
1 CLASS III RCP CLASS IV RCP CLASS V RCP
2 Pipe
Diameter
(in)
12
15
18
21
24
27
30
33
36
42
48
54
60
66
72
Class
R-1
Bedding
7
8
8
8
8
10
1 1
1 1
1 1
1 1
1 1
1 1
1 1
1 1
1 1
Class Class R-3 amp R-4 Bedding
R-2
Bedding
No Steel
As=04
As=10
10
15
19
27
10
16
19
27
1 1
16
20
40
1 1
18
26
40
12
23
36
40
15
30
40
40
15
29
40
40
15
28
40
40
15
27
40
40
15
26
38
40
15
26
36
40
15
25
34
40
15
25
33
40
15
24
32
40
15
24
32
40
Pipe
Diameter
(in)
12
15
18
21
24
27
30
33
36
42
48
54
60
66
72
Class
R-1
Bedding
12
12
13
13
16
19
19
19
19
18
18
18
18
18
18
Class
Class R-3 amp R-4 Bedding
R-2
Bedding
No Steel
As=04
As=10
15
23
28
40
16
23
30
40
16
29
40
40
18
40
40
40
23
40
40
40
30
40
40
40
29
40
40
40
28
40
40
40
28
40
40
40
27
40
40
40
26
40
40
40
25
40
40
40
25
40
40
40
25
40
40
40
24
40
40
40
Pipe
Diameter
(in)
12
15
18
21
24
27
30
33
36
42
48
54
60
66
72
Class
R-1
Bedding
18
19
19
25
34
40
40
40
40
37
35
33
32
31
31
Class
Class R-3 amp R-4 Bedding
R-2
Bedding
No Steel
As=04
As=10
23 35
40
40
24
40
40
40
30 40
40
40
40
40
40
40
40 40
40
40
40
40
40
40
40 40
40
40
40
40
40
40
40 40
40
40
40
40
40
40
40 40
40
40
40
40
40
40
40
40
40
40
40
40
40
40
40
40
40
40
As = Area of Steel Reinforcing As = Area of Steel Reinforcing As = Area of Steel Reinforcing
R
NO REVISION DATEDESIGNED SHEET
1519 BALTIMORE DRIVE DRAWNAMES IOWA 50010
Phone (515) 233-6100 CHECKED
Email Amesbolton-menkcom wwwbolton-menkcom CLIENT PROJ NO
53 MISCELLANEOUS DETAILS
JLH A FINAL 051518 IOWA DEPARTMENT OF AGRICULTURE RMC HARDIN COUNTY CREP SITE PROJECT NO HAR882213A JPR
A14115697
~--- ~BOLTON ~ampMENK
0+00
1+00
1+3026
7+00
180th STREET 0+
00
7+6021 5+00
3+00
4+00
2+00
6+00
1+00
gtgt
gtgt
gtgt
gtgt
gtgt
gtgt
gtgt
gtgt
gtgt
gtgt
gtgt
gtgt
gtgt
gtgt gtgtgtgt
gtgt
gtgt gtgt gtgtgtgt gtgt
gtgt
gtgt
gtgt
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CAD
C3D
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115
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C60
dwg
122
020
18 8
35
44 A
M
12 BYPASS PIPE
EASEMENT BOUNDARY (TYP)
RIP RAP RIFFLE (55 TON)
PROPOSED STRUCTURE ST-1
1115
1110
1105
1100
1095
1090
1085
1080
1075
PROPOSED RIP RAP RIFFLE
EXISTING WATERWAY PROFILE
INLET SW-513 N 36 SQ WALLS
STA
R=109800
I=109461 12 W STA 5+2392
STA 5+3002ELEV 109854 ELEV 109854
STA 5+0709 ELEV 109760
1092
9
1092
9
1093
2
1093
3
1093
5
1093
6
1093
8
1093
8
1093
8
1094
1
1094
5
1094
8
1095
0
1095
1
1095
2
1095
3
1096
1
1096
6
1096
9
1097
2
1097
6
1097
410
985
4
1098
0
1098
3
1098
6
1098
9
1099
0
1099
1
1099
4
1099
6
1107
8
1115
1110
1105
1100
1095
1090
1085
1080
1075 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 5+50 6+00 6+50 7+00 7+50
0 25 50 0 5 10 VERTHORZ 60
SCALE FEET SCALE FEET EXISTING WATERWAY PLAN AND PROFILER
NO REVISION DATEDESIGNED SHEET
1519 BALTIMORE DRIVE DRAWNAMES IOWA 50010
Phone (515) 233-6100 CHECKED
Email Amesbolton-menkcom wwwbolton-menkcom CLIENT PROJ NO
JLH A FINAL 051518 IOWA DEPARTMENT OF AGRICULTURE RMC HARDIN COUNTY CREP SITE PROJECT NO HAR882213A JPR
A14115697
--- ---
I I I
I I I
I I
I I
I I
J l
II
ii
I I
I I
I I
I I
I I I
I I
I I l I
I
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7
IMBOLTON illampMENK
4+00
5+00
6+00
0+00
1+00
1+30
26
gtgt gtgt
gtgt gtgt
gtgt
c Bo
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amp M
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Inc
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IDA
LSA
1411
5697
CAD
C3D
She
et D
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C3D
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115
697_
C60
dwg
122
020
18 8
35
45 A
M
EASEMENT BOUNDARY (TYP)
PROPOSED STRUCTURE ST-1
RIP RAP RIFFLE
12 BYPASS PIPE
1115
1110
1105
1100
1095
1090
1085
1080
1075
EXISTING GRND
INLET SW-513 N 36 SQ WALLS
STA
RIMINLET=109800
I=109461 12 W
EXISTING GRND
STA 0+6391 ELEV 110172
STA 0+9239 ELEV 109954
STA 0+7528 ELEV 109954
STA 0+8421 ELEV 109854
STA 0+8821 ELEV 109854
1105
3
1103
3
1102
3
1099
6
1102
8
1112
9
1115
1110
1105
1100
1095
1090
1085
1080
1075 0+00 0+50 1+00 1+50
0 25 50 0 5 10 VERTHORZ 61
SCALE FEET SCALE FEET RIP RAP RIFFLE CROSS SECTIONR
NO REVISION DATEDESIGNED SHEET
1519 BALTIMORE DRIVE DRAWNAMES IOWA 50010
Phone (515) 233-6100 CHECKED
Email Amesbolton-menkcom wwwbolton-menkcom CLIENT PROJ NO
JLH A FINAL 051518 IOWA DEPARTMENT OF AGRICULTURE RMC HARDIN COUNTY CREP SITE PROJECT NO HAR882213A JPR
A14115697
gtIN3W 18 ffi No1oe~
~
SLOPE VARIES SLOPE VARIES
21 21
c Bo
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erve
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CAD
C3D
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C3D
2018
115
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C60
dwg
122
020
18 8
35
46 A
M
R
SLOPE 21 UPSTREAM 6 4
CLASS E RIP RAPPROPOSED ST-1 5 SW-513 INTAKE (PROVIDE BOLT DOWN COVER) SLOPE 151 RIFFLE CHANNEL DOWNSTREAM
1
15
TOP RIFFLE ELEV 10995 INLET ELEVATION
RIFFLE NOTCH ELEV 10985
STREAM FLOWLINE STREAM FLOWLINEELEV 10976
12 FLOWLINE OUT ELEV 109461 BTM STRUCTURE PLACE ENGINEERING FABRIC BELOW RIP RAPELEV 10941
2 CONCRETE FILLET
8
APPROXIMATELY 37
TYPICAL RIP RAP RIFFLE PROFILE NOT TO SCALE
17
RIFFLE NOTCH ELEV 10985TUCK ENGINEERING FABRIC
1
25
12 DEEP TYP EACH SIDE TOP RIP RAP ELEV 110178
4
1
TOP RIFFLE ELEV 10995 TOP RIFFLE ELEV 10995
CLASS E RIP RAP PLACE ENGINEERING FABRIC BELOW RIP RAP
TYPICAL RIP RAP RIFFLE SECTION NOT TO SCALE
NO REVISION DATEDESIGNED SHEET
1519 BALTIMORE DRIVE DRAWNAMES IOWA 50010
Phone (515) 233-6100 CHECKED
Email Amesbolton-menkcom wwwbolton-menkcom CLIENT PROJ NO
JLH A FINAL 051518 IOWA DEPARTMENT OF AGRICULTURE RMC HARDIN COUNTY CREP SITE PROJECT NO HAR882213A JPR
A14115697
62 RIP RAP RIFFLE DETAILS
--- IMBOLTON illampMENK
I
- - I I
I I I I
I
OWNER JAMES THOMS
SEC 13 T88N R22W
N 24 AC SW NE
SOUTH FORK IOWA RIVER
OWNER JAMES THOMS
SEC 13 T88N R22W
NW NE
SOUTH FORK IOWA RIVER
c Bo
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1411
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CAD
C3D
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C3D
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115
697_
C80
dwg
122
020
18 8
35
53 A
M
R
0 25 50 HORZ 80
SCALE FEET SEEDING AREAS
EASEMENT BOUNDARY (TYP)
NO SEEDING IN POOL AREA
180T
H ST
REET
BERM (DIKE) STRUCTURE
SEEDING
SILT FENCE (TYP)
H AVENUE
SEEDING NOTES
1 ALL SEED BEDS SHALL BE PREPARED AS SPECIFIED IN SECTION IA-6
2 ALL ROCKS 3 OR LARGER IN DIAMETER SHALL BE REMOVED FROM THE SEEDBED
3 CONTRACTOR SHALL SUBMIT A SEEDING PLAN ON FORM IA-CPA-4 FOR EACH TYPE OF SEED TO BE PROVIDED AT LEAST 3 WEEKS PRIOR TO BEGINNING SEEDING OPERATIONS
4 NO SEED TO BE PLACED BELOW THE NORMAL WATER ELEVATION
5 THE 10 ACCESS BENCH ALONG THE PERIMETER OF THE POOL AREA SHALL BE GRADED TO A UNIFORM SURFACE
6 MULCH SHALL BE APPLIED TO ALL STRUCTURE SEEDING AND CHANNEL SEEDING AREAS NO MULCH TO BE APPLIED TO THE BUFFER SEEDING
7 SEEDED AREAS WHERE MULCH IS REQUIRED SHALL BE MULCHED WITHIN 24 HOURS
8 ALL MULCH SHALL BE ANCHORED
9 SEED TYPES SHALL AS SPECIFIED IN SECTION IA-6 OF THE PROJECT MANUAL
10 EXISTING VEGETATION SHALL BE REMOVED OR KILLED BY APPLICATION OF HERBICIDE PRIOR TO PREPARATION FOR SEEDING
11 ANY EXISTING VEGETATION AREAS THAT ARE TO REMAIN UNDISTURBED WILL BE DETERMINED IN THE FIELD BY THE ENGINEER NO CHANGE IN CONTRACT PRICE WILL BE ALLOWED DUE TO CHANGE IN SEEDING AREAS
SEEDING QUANTITIES
584 ACRES - NORMAL WATER LEVEL POOL AREA
19 ACRES - STRUCTURE AND CHANNEL
NO REVISION DATEDESIGNED SHEET
1519 BALTIMORE DRIVE DRAWNAMES IOWA 50010
Phone (515) 233-6100 CHECKED
Email Amesbolton-menkcom wwwbolton-menkcom CLIENT PROJ NO
JLH A FINAL 051518 IOWA DEPARTMENT OF AGRICULTURE RMC HARDIN COUNTY CREP SITE PROJECT NO HAR882213A JPR
A14115697
- Har882213A plans
- Specs Package 12-20-2018 43
- Specs Package 12-20-2018 44
- Specs Package 12-20-2018 45
- Specs Package 12-20-2018 46
- Specs Package 12-20-2018 47
- Specs Package 12-20-2018 48
- Specs Package 12-20-2018 49
- Specs Package 12-20-2018 50
- Specs Package 12-20-2018 51
- Specs Package 12-20-2018 52
- Specs Package 12-20-2018 53
- Specs Package 12-20-2018 54
- Specs Package 12-20-2018 55
-
0 0
0
FIGUREJOID102
DIRE
0
0
I
STANDARD ROAD PlAN SW-102
0 MITH [I EN N R
FIGURE3010101 STANDARD ROAD PLAN SW-101
IMBOLTON illampMENK
0
1imiddot-c 1~12~_ middotcl- ~
ALLOWABLE BURY OEPTH
I I
0
0
0
0
FIGURE4020211 STANDARD ROAD PIAN SW-211
SUDASDI CTOR De IGNMETHOOSENGN n
FIGUREJOI0102 STANDARD ROAD PIAN SW-102
suciso crcn DE lltSNMETHOD5EGN II
______________________________________________________________________ ______________________________________________________________________
__________________________________________________________________ __________________________________________________________________
6
m
in
3
Refer to the contract documents for specific material and placement
requirements
1 Required only when specified in the contract documents or when
directed by the Engineer
Bury Depth
12 min
TW
OD
Final Tr
Secondary Backfill
ench Backfill
OD
D
TW
d
Key
= Outside diameter of pipe
= Inside diameter of pipe
= Trench width at top of pipe
= Depth of bedding material below pipe
Springline of Pipe
OD2
OD2
OD6
d
D
Primary Backfill
Haunch Support
Pipe Bedding
Over-excavation
Foundation Stone
1 and
RCP AND VCP CIRCULAR PIPE BEDDING
TW TW
OD6
d
OD
CLASS R-1
Class Material
I Bedding OD
OD2
CLASS R-2 d
Refer to sheet 2 for b
Use Bedding Class R-1
Place remainder of bedocuments
ury depth restrictions
or R-2 unless specified othe
dding and backfill materials
rwise
as specified in the contract
6 min
3
6
min
6
min
4 min
Trim pipe
and fill voids
with mortar
Wall of Precast Manhole
or Intake Structure
6x6 - w2xw2
(8ga) Wire Mesh
9 min
6x6 - w2xw2
(8ga) Wire Mesh
Pipe Joint
Overlap fabric
12 at top of pipe
TYPE PC-1 CONCRETE COLLAR CONNECTION
CONCRETE COLLAR FOR PIPES 12 AND SMALLER
Wall of Precast Manhole
or Intake Structure
4 min
TYPE PC-2 CONCRETE COLLAR CONNECTION
CONCRETE COLLAR FOR PIPES GREATER THAN 12
Engineering
Fabric
PIPE JOINT WRAPPING
PIPE TO PIPE CONNECTION PIPE TO STRUCTURE CONNECTION
HI
DALS
A14
1156
97C
ADC
3DS
heet
DW
G C3
D 20
181
1569
7_C5
0dw
g 12
20
2018
83
536
AM
REVISIONS
REVISIONS Removed Invert callout on Pipe to Structure View Retitled and replaced old
Iowa DOT and SUDAS logos with new logos
REVISIONS Changed title to RCP AND VCP CIRCULAR BEDDING Changed title
on bedding Class R-4 from Concrete Arch to Concrete Top
REVISIONS Changed title to RCP AND VCP CIRCULAR BEDDING Changed title
on bedding Class R-4 from Concrete Arch to Concrete Top
REVISION
04-17-18STDSUDAS_Block_991599
SHEET 1 of 1
TRENCH BEDDING AND BACKFILL ZONES
FIG
UR
E 4
02
02
11
S
HE
ET
1
O
F 1
12 12
min min
REVISION
_2_ 04-17-18
SHEET 1 of 1
STORM SEWER PIPE CONNECTIONS
c Bo
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8 A
ll Ri
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Res
erve
d
FIG
UR
E 3
01
01
02
SH
EE
T 1
O
F 2
REVISION
04-18-172 REVISION
2 04-18-17Key
OD = Outside diameter of pipe OS = Outside span of pipe
TW = Trench width at top of pipe Min = OD+18 inches Max= 125xOD+12 inches OR 54 inches (whichever is greater)
d = Depth of bedding material below pipe OD8 or OS8 OR 4 inches (whichever is greater)
SHEET 1 of 2 SHEET 2 of 2
RIGID GRAVITY PIPE
TRENCH BEDDING
FIG
UR
E 3
01
01
02
S
HE
ET
2
O
F 2
RIGID GRAVITY PIPE
TRENCH BEDDING
1 Lap ends of wire mesh a minimum of
6 inches
2 Concrete collar is required when
annular space between the outside
of the pipe and the wall of the
structure is 2 inches or greater
3 Provide two 4 hoop bars in concrete
collar Lap bars a minimum of 6 inches
4 Trowel concrete flush with inside
wall of structure
1 2 4
3
1
2 4
3
1
2 2
1 CLASS III RCP CLASS IV RCP CLASS V RCP
2 Pipe
Diameter
(in)
12
15
18
21
24
27
30
33
36
42
48
54
60
66
72
Class
R-1
Bedding
7
8
8
8
8
10
1 1
1 1
1 1
1 1
1 1
1 1
1 1
1 1
1 1
Class Class R-3 amp R-4 Bedding
R-2
Bedding
No Steel
As=04
As=10
10
15
19
27
10
16
19
27
1 1
16
20
40
1 1
18
26
40
12
23
36
40
15
30
40
40
15
29
40
40
15
28
40
40
15
27
40
40
15
26
38
40
15
26
36
40
15
25
34
40
15
25
33
40
15
24
32
40
15
24
32
40
Pipe
Diameter
(in)
12
15
18
21
24
27
30
33
36
42
48
54
60
66
72
Class
R-1
Bedding
12
12
13
13
16
19
19
19
19
18
18
18
18
18
18
Class
Class R-3 amp R-4 Bedding
R-2
Bedding
No Steel
As=04
As=10
15
23
28
40
16
23
30
40
16
29
40
40
18
40
40
40
23
40
40
40
30
40
40
40
29
40
40
40
28
40
40
40
28
40
40
40
27
40
40
40
26
40
40
40
25
40
40
40
25
40
40
40
25
40
40
40
24
40
40
40
Pipe
Diameter
(in)
12
15
18
21
24
27
30
33
36
42
48
54
60
66
72
Class
R-1
Bedding
18
19
19
25
34
40
40
40
40
37
35
33
32
31
31
Class
Class R-3 amp R-4 Bedding
R-2
Bedding
No Steel
As=04
As=10
23 35
40
40
24
40
40
40
30 40
40
40
40
40
40
40
40 40
40
40
40
40
40
40
40 40
40
40
40
40
40
40
40 40
40
40
40
40
40
40
40 40
40
40
40
40
40
40
40
40
40
40
40
40
40
40
40
40
40
40
As = Area of Steel Reinforcing As = Area of Steel Reinforcing As = Area of Steel Reinforcing
R
NO REVISION DATEDESIGNED SHEET
1519 BALTIMORE DRIVE DRAWNAMES IOWA 50010
Phone (515) 233-6100 CHECKED
Email Amesbolton-menkcom wwwbolton-menkcom CLIENT PROJ NO
53 MISCELLANEOUS DETAILS
JLH A FINAL 051518 IOWA DEPARTMENT OF AGRICULTURE RMC HARDIN COUNTY CREP SITE PROJECT NO HAR882213A JPR
A14115697
~--- ~BOLTON ~ampMENK
0+00
1+00
1+3026
7+00
180th STREET 0+
00
7+6021 5+00
3+00
4+00
2+00
6+00
1+00
gtgt
gtgt
gtgt
gtgt
gtgt
gtgt
gtgt
gtgt
gtgt
gtgt
gtgt
gtgt
gtgt
gtgt gtgtgtgt
gtgt
gtgt gtgt gtgtgtgt gtgt
gtgt
gtgt
gtgt
c Bo
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amp M
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Inc
201
8 A
ll Ri
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Res
erve
d H
IDA
LSA
1411
5697
CAD
C3D
She
et D
WG
C3D
2018
115
697_
C60
dwg
122
020
18 8
35
44 A
M
12 BYPASS PIPE
EASEMENT BOUNDARY (TYP)
RIP RAP RIFFLE (55 TON)
PROPOSED STRUCTURE ST-1
1115
1110
1105
1100
1095
1090
1085
1080
1075
PROPOSED RIP RAP RIFFLE
EXISTING WATERWAY PROFILE
INLET SW-513 N 36 SQ WALLS
STA
R=109800
I=109461 12 W STA 5+2392
STA 5+3002ELEV 109854 ELEV 109854
STA 5+0709 ELEV 109760
1092
9
1092
9
1093
2
1093
3
1093
5
1093
6
1093
8
1093
8
1093
8
1094
1
1094
5
1094
8
1095
0
1095
1
1095
2
1095
3
1096
1
1096
6
1096
9
1097
2
1097
6
1097
410
985
4
1098
0
1098
3
1098
6
1098
9
1099
0
1099
1
1099
4
1099
6
1107
8
1115
1110
1105
1100
1095
1090
1085
1080
1075 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 5+50 6+00 6+50 7+00 7+50
0 25 50 0 5 10 VERTHORZ 60
SCALE FEET SCALE FEET EXISTING WATERWAY PLAN AND PROFILER
NO REVISION DATEDESIGNED SHEET
1519 BALTIMORE DRIVE DRAWNAMES IOWA 50010
Phone (515) 233-6100 CHECKED
Email Amesbolton-menkcom wwwbolton-menkcom CLIENT PROJ NO
JLH A FINAL 051518 IOWA DEPARTMENT OF AGRICULTURE RMC HARDIN COUNTY CREP SITE PROJECT NO HAR882213A JPR
A14115697
--- ---
I I I
I I I
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IMBOLTON illampMENK
4+00
5+00
6+00
0+00
1+00
1+30
26
gtgt gtgt
gtgt gtgt
gtgt
c Bo
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amp M
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Inc
201
8 A
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Res
erve
d H
IDA
LSA
1411
5697
CAD
C3D
She
et D
WG
C3D
2018
115
697_
C60
dwg
122
020
18 8
35
45 A
M
EASEMENT BOUNDARY (TYP)
PROPOSED STRUCTURE ST-1
RIP RAP RIFFLE
12 BYPASS PIPE
1115
1110
1105
1100
1095
1090
1085
1080
1075
EXISTING GRND
INLET SW-513 N 36 SQ WALLS
STA
RIMINLET=109800
I=109461 12 W
EXISTING GRND
STA 0+6391 ELEV 110172
STA 0+9239 ELEV 109954
STA 0+7528 ELEV 109954
STA 0+8421 ELEV 109854
STA 0+8821 ELEV 109854
1105
3
1103
3
1102
3
1099
6
1102
8
1112
9
1115
1110
1105
1100
1095
1090
1085
1080
1075 0+00 0+50 1+00 1+50
0 25 50 0 5 10 VERTHORZ 61
SCALE FEET SCALE FEET RIP RAP RIFFLE CROSS SECTIONR
NO REVISION DATEDESIGNED SHEET
1519 BALTIMORE DRIVE DRAWNAMES IOWA 50010
Phone (515) 233-6100 CHECKED
Email Amesbolton-menkcom wwwbolton-menkcom CLIENT PROJ NO
JLH A FINAL 051518 IOWA DEPARTMENT OF AGRICULTURE RMC HARDIN COUNTY CREP SITE PROJECT NO HAR882213A JPR
A14115697
gtIN3W 18 ffi No1oe~
~
SLOPE VARIES SLOPE VARIES
21 21
c Bo
lton
amp M
enk
Inc
201
8 A
ll Ri
ghts
Res
erve
d H
IDA
LSA
1411
5697
CAD
C3D
She
et D
WG
C3D
2018
115
697_
C60
dwg
122
020
18 8
35
46 A
M
R
SLOPE 21 UPSTREAM 6 4
CLASS E RIP RAPPROPOSED ST-1 5 SW-513 INTAKE (PROVIDE BOLT DOWN COVER) SLOPE 151 RIFFLE CHANNEL DOWNSTREAM
1
15
TOP RIFFLE ELEV 10995 INLET ELEVATION
RIFFLE NOTCH ELEV 10985
STREAM FLOWLINE STREAM FLOWLINEELEV 10976
12 FLOWLINE OUT ELEV 109461 BTM STRUCTURE PLACE ENGINEERING FABRIC BELOW RIP RAPELEV 10941
2 CONCRETE FILLET
8
APPROXIMATELY 37
TYPICAL RIP RAP RIFFLE PROFILE NOT TO SCALE
17
RIFFLE NOTCH ELEV 10985TUCK ENGINEERING FABRIC
1
25
12 DEEP TYP EACH SIDE TOP RIP RAP ELEV 110178
4
1
TOP RIFFLE ELEV 10995 TOP RIFFLE ELEV 10995
CLASS E RIP RAP PLACE ENGINEERING FABRIC BELOW RIP RAP
TYPICAL RIP RAP RIFFLE SECTION NOT TO SCALE
NO REVISION DATEDESIGNED SHEET
1519 BALTIMORE DRIVE DRAWNAMES IOWA 50010
Phone (515) 233-6100 CHECKED
Email Amesbolton-menkcom wwwbolton-menkcom CLIENT PROJ NO
JLH A FINAL 051518 IOWA DEPARTMENT OF AGRICULTURE RMC HARDIN COUNTY CREP SITE PROJECT NO HAR882213A JPR
A14115697
62 RIP RAP RIFFLE DETAILS
--- IMBOLTON illampMENK
I
- - I I
I I I I
I
OWNER JAMES THOMS
SEC 13 T88N R22W
N 24 AC SW NE
SOUTH FORK IOWA RIVER
OWNER JAMES THOMS
SEC 13 T88N R22W
NW NE
SOUTH FORK IOWA RIVER
c Bo
lton
amp M
enk
Inc
201
8 A
ll Ri
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Res
erve
d H
IDA
LSA
1411
5697
CAD
C3D
She
et D
WG
C3D
2018
115
697_
C80
dwg
122
020
18 8
35
53 A
M
R
0 25 50 HORZ 80
SCALE FEET SEEDING AREAS
EASEMENT BOUNDARY (TYP)
NO SEEDING IN POOL AREA
180T
H ST
REET
BERM (DIKE) STRUCTURE
SEEDING
SILT FENCE (TYP)
H AVENUE
SEEDING NOTES
1 ALL SEED BEDS SHALL BE PREPARED AS SPECIFIED IN SECTION IA-6
2 ALL ROCKS 3 OR LARGER IN DIAMETER SHALL BE REMOVED FROM THE SEEDBED
3 CONTRACTOR SHALL SUBMIT A SEEDING PLAN ON FORM IA-CPA-4 FOR EACH TYPE OF SEED TO BE PROVIDED AT LEAST 3 WEEKS PRIOR TO BEGINNING SEEDING OPERATIONS
4 NO SEED TO BE PLACED BELOW THE NORMAL WATER ELEVATION
5 THE 10 ACCESS BENCH ALONG THE PERIMETER OF THE POOL AREA SHALL BE GRADED TO A UNIFORM SURFACE
6 MULCH SHALL BE APPLIED TO ALL STRUCTURE SEEDING AND CHANNEL SEEDING AREAS NO MULCH TO BE APPLIED TO THE BUFFER SEEDING
7 SEEDED AREAS WHERE MULCH IS REQUIRED SHALL BE MULCHED WITHIN 24 HOURS
8 ALL MULCH SHALL BE ANCHORED
9 SEED TYPES SHALL AS SPECIFIED IN SECTION IA-6 OF THE PROJECT MANUAL
10 EXISTING VEGETATION SHALL BE REMOVED OR KILLED BY APPLICATION OF HERBICIDE PRIOR TO PREPARATION FOR SEEDING
11 ANY EXISTING VEGETATION AREAS THAT ARE TO REMAIN UNDISTURBED WILL BE DETERMINED IN THE FIELD BY THE ENGINEER NO CHANGE IN CONTRACT PRICE WILL BE ALLOWED DUE TO CHANGE IN SEEDING AREAS
SEEDING QUANTITIES
584 ACRES - NORMAL WATER LEVEL POOL AREA
19 ACRES - STRUCTURE AND CHANNEL
NO REVISION DATEDESIGNED SHEET
1519 BALTIMORE DRIVE DRAWNAMES IOWA 50010
Phone (515) 233-6100 CHECKED
Email Amesbolton-menkcom wwwbolton-menkcom CLIENT PROJ NO
JLH A FINAL 051518 IOWA DEPARTMENT OF AGRICULTURE RMC HARDIN COUNTY CREP SITE PROJECT NO HAR882213A JPR
A14115697
- Har882213A plans
- Specs Package 12-20-2018 43
- Specs Package 12-20-2018 44
- Specs Package 12-20-2018 45
- Specs Package 12-20-2018 46
- Specs Package 12-20-2018 47
- Specs Package 12-20-2018 48
- Specs Package 12-20-2018 49
- Specs Package 12-20-2018 50
- Specs Package 12-20-2018 51
- Specs Package 12-20-2018 52
- Specs Package 12-20-2018 53
- Specs Package 12-20-2018 54
- Specs Package 12-20-2018 55
-
~--- ~BOLTON ~ampMENK
0+00
1+00
1+3026
7+00
180th STREET 0+
00
7+6021 5+00
3+00
4+00
2+00
6+00
1+00
gtgt
gtgt
gtgt
gtgt
gtgt
gtgt
gtgt
gtgt
gtgt
gtgt
gtgt
gtgt
gtgt
gtgt gtgtgtgt
gtgt
gtgt gtgt gtgtgtgt gtgt
gtgt
gtgt
gtgt
c Bo
lton
amp M
enk
Inc
201
8 A
ll Ri
ghts
Res
erve
d H
IDA
LSA
1411
5697
CAD
C3D
She
et D
WG
C3D
2018
115
697_
C60
dwg
122
020
18 8
35
44 A
M
12 BYPASS PIPE
EASEMENT BOUNDARY (TYP)
RIP RAP RIFFLE (55 TON)
PROPOSED STRUCTURE ST-1
1115
1110
1105
1100
1095
1090
1085
1080
1075
PROPOSED RIP RAP RIFFLE
EXISTING WATERWAY PROFILE
INLET SW-513 N 36 SQ WALLS
STA
R=109800
I=109461 12 W STA 5+2392
STA 5+3002ELEV 109854 ELEV 109854
STA 5+0709 ELEV 109760
1092
9
1092
9
1093
2
1093
3
1093
5
1093
6
1093
8
1093
8
1093
8
1094
1
1094
5
1094
8
1095
0
1095
1
1095
2
1095
3
1096
1
1096
6
1096
9
1097
2
1097
6
1097
410
985
4
1098
0
1098
3
1098
6
1098
9
1099
0
1099
1
1099
4
1099
6
1107
8
1115
1110
1105
1100
1095
1090
1085
1080
1075 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 5+50 6+00 6+50 7+00 7+50
0 25 50 0 5 10 VERTHORZ 60
SCALE FEET SCALE FEET EXISTING WATERWAY PLAN AND PROFILER
NO REVISION DATEDESIGNED SHEET
1519 BALTIMORE DRIVE DRAWNAMES IOWA 50010
Phone (515) 233-6100 CHECKED
Email Amesbolton-menkcom wwwbolton-menkcom CLIENT PROJ NO
JLH A FINAL 051518 IOWA DEPARTMENT OF AGRICULTURE RMC HARDIN COUNTY CREP SITE PROJECT NO HAR882213A JPR
A14115697
--- ---
I I I
I I I
I I
I I
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J l
II
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I I
I I
I I
I I
I I I
I I
I I l I
I
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1 1bull I 1
I I I f I
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middot I
I I
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L
7
IMBOLTON illampMENK
4+00
5+00
6+00
0+00
1+00
1+30
26
gtgt gtgt
gtgt gtgt
gtgt
c Bo
lton
amp M
enk
Inc
201
8 A
ll Ri
ghts
Res
erve
d H
IDA
LSA
1411
5697
CAD
C3D
She
et D
WG
C3D
2018
115
697_
C60
dwg
122
020
18 8
35
45 A
M
EASEMENT BOUNDARY (TYP)
PROPOSED STRUCTURE ST-1
RIP RAP RIFFLE
12 BYPASS PIPE
1115
1110
1105
1100
1095
1090
1085
1080
1075
EXISTING GRND
INLET SW-513 N 36 SQ WALLS
STA
RIMINLET=109800
I=109461 12 W
EXISTING GRND
STA 0+6391 ELEV 110172
STA 0+9239 ELEV 109954
STA 0+7528 ELEV 109954
STA 0+8421 ELEV 109854
STA 0+8821 ELEV 109854
1105
3
1103
3
1102
3
1099
6
1102
8
1112
9
1115
1110
1105
1100
1095
1090
1085
1080
1075 0+00 0+50 1+00 1+50
0 25 50 0 5 10 VERTHORZ 61
SCALE FEET SCALE FEET RIP RAP RIFFLE CROSS SECTIONR
NO REVISION DATEDESIGNED SHEET
1519 BALTIMORE DRIVE DRAWNAMES IOWA 50010
Phone (515) 233-6100 CHECKED
Email Amesbolton-menkcom wwwbolton-menkcom CLIENT PROJ NO
JLH A FINAL 051518 IOWA DEPARTMENT OF AGRICULTURE RMC HARDIN COUNTY CREP SITE PROJECT NO HAR882213A JPR
A14115697
gtIN3W 18 ffi No1oe~
~
SLOPE VARIES SLOPE VARIES
21 21
c Bo
lton
amp M
enk
Inc
201
8 A
ll Ri
ghts
Res
erve
d H
IDA
LSA
1411
5697
CAD
C3D
She
et D
WG
C3D
2018
115
697_
C60
dwg
122
020
18 8
35
46 A
M
R
SLOPE 21 UPSTREAM 6 4
CLASS E RIP RAPPROPOSED ST-1 5 SW-513 INTAKE (PROVIDE BOLT DOWN COVER) SLOPE 151 RIFFLE CHANNEL DOWNSTREAM
1
15
TOP RIFFLE ELEV 10995 INLET ELEVATION
RIFFLE NOTCH ELEV 10985
STREAM FLOWLINE STREAM FLOWLINEELEV 10976
12 FLOWLINE OUT ELEV 109461 BTM STRUCTURE PLACE ENGINEERING FABRIC BELOW RIP RAPELEV 10941
2 CONCRETE FILLET
8
APPROXIMATELY 37
TYPICAL RIP RAP RIFFLE PROFILE NOT TO SCALE
17
RIFFLE NOTCH ELEV 10985TUCK ENGINEERING FABRIC
1
25
12 DEEP TYP EACH SIDE TOP RIP RAP ELEV 110178
4
1
TOP RIFFLE ELEV 10995 TOP RIFFLE ELEV 10995
CLASS E RIP RAP PLACE ENGINEERING FABRIC BELOW RIP RAP
TYPICAL RIP RAP RIFFLE SECTION NOT TO SCALE
NO REVISION DATEDESIGNED SHEET
1519 BALTIMORE DRIVE DRAWNAMES IOWA 50010
Phone (515) 233-6100 CHECKED
Email Amesbolton-menkcom wwwbolton-menkcom CLIENT PROJ NO
JLH A FINAL 051518 IOWA DEPARTMENT OF AGRICULTURE RMC HARDIN COUNTY CREP SITE PROJECT NO HAR882213A JPR
A14115697
62 RIP RAP RIFFLE DETAILS
--- IMBOLTON illampMENK
I
- - I I
I I I I
I
OWNER JAMES THOMS
SEC 13 T88N R22W
N 24 AC SW NE
SOUTH FORK IOWA RIVER
OWNER JAMES THOMS
SEC 13 T88N R22W
NW NE
SOUTH FORK IOWA RIVER
c Bo
lton
amp M
enk
Inc
201
8 A
ll Ri
ghts
Res
erve
d H
IDA
LSA
1411
5697
CAD
C3D
She
et D
WG
C3D
2018
115
697_
C80
dwg
122
020
18 8
35
53 A
M
R
0 25 50 HORZ 80
SCALE FEET SEEDING AREAS
EASEMENT BOUNDARY (TYP)
NO SEEDING IN POOL AREA
180T
H ST
REET
BERM (DIKE) STRUCTURE
SEEDING
SILT FENCE (TYP)
H AVENUE
SEEDING NOTES
1 ALL SEED BEDS SHALL BE PREPARED AS SPECIFIED IN SECTION IA-6
2 ALL ROCKS 3 OR LARGER IN DIAMETER SHALL BE REMOVED FROM THE SEEDBED
3 CONTRACTOR SHALL SUBMIT A SEEDING PLAN ON FORM IA-CPA-4 FOR EACH TYPE OF SEED TO BE PROVIDED AT LEAST 3 WEEKS PRIOR TO BEGINNING SEEDING OPERATIONS
4 NO SEED TO BE PLACED BELOW THE NORMAL WATER ELEVATION
5 THE 10 ACCESS BENCH ALONG THE PERIMETER OF THE POOL AREA SHALL BE GRADED TO A UNIFORM SURFACE
6 MULCH SHALL BE APPLIED TO ALL STRUCTURE SEEDING AND CHANNEL SEEDING AREAS NO MULCH TO BE APPLIED TO THE BUFFER SEEDING
7 SEEDED AREAS WHERE MULCH IS REQUIRED SHALL BE MULCHED WITHIN 24 HOURS
8 ALL MULCH SHALL BE ANCHORED
9 SEED TYPES SHALL AS SPECIFIED IN SECTION IA-6 OF THE PROJECT MANUAL
10 EXISTING VEGETATION SHALL BE REMOVED OR KILLED BY APPLICATION OF HERBICIDE PRIOR TO PREPARATION FOR SEEDING
11 ANY EXISTING VEGETATION AREAS THAT ARE TO REMAIN UNDISTURBED WILL BE DETERMINED IN THE FIELD BY THE ENGINEER NO CHANGE IN CONTRACT PRICE WILL BE ALLOWED DUE TO CHANGE IN SEEDING AREAS
SEEDING QUANTITIES
584 ACRES - NORMAL WATER LEVEL POOL AREA
19 ACRES - STRUCTURE AND CHANNEL
NO REVISION DATEDESIGNED SHEET
1519 BALTIMORE DRIVE DRAWNAMES IOWA 50010
Phone (515) 233-6100 CHECKED
Email Amesbolton-menkcom wwwbolton-menkcom CLIENT PROJ NO
JLH A FINAL 051518 IOWA DEPARTMENT OF AGRICULTURE RMC HARDIN COUNTY CREP SITE PROJECT NO HAR882213A JPR
A14115697
- Har882213A plans
- Specs Package 12-20-2018 43
- Specs Package 12-20-2018 44
- Specs Package 12-20-2018 45
- Specs Package 12-20-2018 46
- Specs Package 12-20-2018 47
- Specs Package 12-20-2018 48
- Specs Package 12-20-2018 49
- Specs Package 12-20-2018 50
- Specs Package 12-20-2018 51
- Specs Package 12-20-2018 52
- Specs Package 12-20-2018 53
- Specs Package 12-20-2018 54
- Specs Package 12-20-2018 55
-
--- ---
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I I I
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I I l I
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11 ri
1 1bull I 1
I I I f I
f bull I
middot I
I I
I I I
__
L
7
IMBOLTON illampMENK
4+00
5+00
6+00
0+00
1+00
1+30
26
gtgt gtgt
gtgt gtgt
gtgt
c Bo
lton
amp M
enk
Inc
201
8 A
ll Ri
ghts
Res
erve
d H
IDA
LSA
1411
5697
CAD
C3D
She
et D
WG
C3D
2018
115
697_
C60
dwg
122
020
18 8
35
45 A
M
EASEMENT BOUNDARY (TYP)
PROPOSED STRUCTURE ST-1
RIP RAP RIFFLE
12 BYPASS PIPE
1115
1110
1105
1100
1095
1090
1085
1080
1075
EXISTING GRND
INLET SW-513 N 36 SQ WALLS
STA
RIMINLET=109800
I=109461 12 W
EXISTING GRND
STA 0+6391 ELEV 110172
STA 0+9239 ELEV 109954
STA 0+7528 ELEV 109954
STA 0+8421 ELEV 109854
STA 0+8821 ELEV 109854
1105
3
1103
3
1102
3
1099
6
1102
8
1112
9
1115
1110
1105
1100
1095
1090
1085
1080
1075 0+00 0+50 1+00 1+50
0 25 50 0 5 10 VERTHORZ 61
SCALE FEET SCALE FEET RIP RAP RIFFLE CROSS SECTIONR
NO REVISION DATEDESIGNED SHEET
1519 BALTIMORE DRIVE DRAWNAMES IOWA 50010
Phone (515) 233-6100 CHECKED
Email Amesbolton-menkcom wwwbolton-menkcom CLIENT PROJ NO
JLH A FINAL 051518 IOWA DEPARTMENT OF AGRICULTURE RMC HARDIN COUNTY CREP SITE PROJECT NO HAR882213A JPR
A14115697
gtIN3W 18 ffi No1oe~
~
SLOPE VARIES SLOPE VARIES
21 21
c Bo
lton
amp M
enk
Inc
201
8 A
ll Ri
ghts
Res
erve
d H
IDA
LSA
1411
5697
CAD
C3D
She
et D
WG
C3D
2018
115
697_
C60
dwg
122
020
18 8
35
46 A
M
R
SLOPE 21 UPSTREAM 6 4
CLASS E RIP RAPPROPOSED ST-1 5 SW-513 INTAKE (PROVIDE BOLT DOWN COVER) SLOPE 151 RIFFLE CHANNEL DOWNSTREAM
1
15
TOP RIFFLE ELEV 10995 INLET ELEVATION
RIFFLE NOTCH ELEV 10985
STREAM FLOWLINE STREAM FLOWLINEELEV 10976
12 FLOWLINE OUT ELEV 109461 BTM STRUCTURE PLACE ENGINEERING FABRIC BELOW RIP RAPELEV 10941
2 CONCRETE FILLET
8
APPROXIMATELY 37
TYPICAL RIP RAP RIFFLE PROFILE NOT TO SCALE
17
RIFFLE NOTCH ELEV 10985TUCK ENGINEERING FABRIC
1
25
12 DEEP TYP EACH SIDE TOP RIP RAP ELEV 110178
4
1
TOP RIFFLE ELEV 10995 TOP RIFFLE ELEV 10995
CLASS E RIP RAP PLACE ENGINEERING FABRIC BELOW RIP RAP
TYPICAL RIP RAP RIFFLE SECTION NOT TO SCALE
NO REVISION DATEDESIGNED SHEET
1519 BALTIMORE DRIVE DRAWNAMES IOWA 50010
Phone (515) 233-6100 CHECKED
Email Amesbolton-menkcom wwwbolton-menkcom CLIENT PROJ NO
JLH A FINAL 051518 IOWA DEPARTMENT OF AGRICULTURE RMC HARDIN COUNTY CREP SITE PROJECT NO HAR882213A JPR
A14115697
62 RIP RAP RIFFLE DETAILS
--- IMBOLTON illampMENK
I
- - I I
I I I I
I
OWNER JAMES THOMS
SEC 13 T88N R22W
N 24 AC SW NE
SOUTH FORK IOWA RIVER
OWNER JAMES THOMS
SEC 13 T88N R22W
NW NE
SOUTH FORK IOWA RIVER
c Bo
lton
amp M
enk
Inc
201
8 A
ll Ri
ghts
Res
erve
d H
IDA
LSA
1411
5697
CAD
C3D
She
et D
WG
C3D
2018
115
697_
C80
dwg
122
020
18 8
35
53 A
M
R
0 25 50 HORZ 80
SCALE FEET SEEDING AREAS
EASEMENT BOUNDARY (TYP)
NO SEEDING IN POOL AREA
180T
H ST
REET
BERM (DIKE) STRUCTURE
SEEDING
SILT FENCE (TYP)
H AVENUE
SEEDING NOTES
1 ALL SEED BEDS SHALL BE PREPARED AS SPECIFIED IN SECTION IA-6
2 ALL ROCKS 3 OR LARGER IN DIAMETER SHALL BE REMOVED FROM THE SEEDBED
3 CONTRACTOR SHALL SUBMIT A SEEDING PLAN ON FORM IA-CPA-4 FOR EACH TYPE OF SEED TO BE PROVIDED AT LEAST 3 WEEKS PRIOR TO BEGINNING SEEDING OPERATIONS
4 NO SEED TO BE PLACED BELOW THE NORMAL WATER ELEVATION
5 THE 10 ACCESS BENCH ALONG THE PERIMETER OF THE POOL AREA SHALL BE GRADED TO A UNIFORM SURFACE
6 MULCH SHALL BE APPLIED TO ALL STRUCTURE SEEDING AND CHANNEL SEEDING AREAS NO MULCH TO BE APPLIED TO THE BUFFER SEEDING
7 SEEDED AREAS WHERE MULCH IS REQUIRED SHALL BE MULCHED WITHIN 24 HOURS
8 ALL MULCH SHALL BE ANCHORED
9 SEED TYPES SHALL AS SPECIFIED IN SECTION IA-6 OF THE PROJECT MANUAL
10 EXISTING VEGETATION SHALL BE REMOVED OR KILLED BY APPLICATION OF HERBICIDE PRIOR TO PREPARATION FOR SEEDING
11 ANY EXISTING VEGETATION AREAS THAT ARE TO REMAIN UNDISTURBED WILL BE DETERMINED IN THE FIELD BY THE ENGINEER NO CHANGE IN CONTRACT PRICE WILL BE ALLOWED DUE TO CHANGE IN SEEDING AREAS
SEEDING QUANTITIES
584 ACRES - NORMAL WATER LEVEL POOL AREA
19 ACRES - STRUCTURE AND CHANNEL
NO REVISION DATEDESIGNED SHEET
1519 BALTIMORE DRIVE DRAWNAMES IOWA 50010
Phone (515) 233-6100 CHECKED
Email Amesbolton-menkcom wwwbolton-menkcom CLIENT PROJ NO
JLH A FINAL 051518 IOWA DEPARTMENT OF AGRICULTURE RMC HARDIN COUNTY CREP SITE PROJECT NO HAR882213A JPR
A14115697
- Har882213A plans
- Specs Package 12-20-2018 43
- Specs Package 12-20-2018 44
- Specs Package 12-20-2018 45
- Specs Package 12-20-2018 46
- Specs Package 12-20-2018 47
- Specs Package 12-20-2018 48
- Specs Package 12-20-2018 49
- Specs Package 12-20-2018 50
- Specs Package 12-20-2018 51
- Specs Package 12-20-2018 52
- Specs Package 12-20-2018 53
- Specs Package 12-20-2018 54
- Specs Package 12-20-2018 55
-
gtIN3W 18 ffi No1oe~
~
SLOPE VARIES SLOPE VARIES
21 21
c Bo
lton
amp M
enk
Inc
201
8 A
ll Ri
ghts
Res
erve
d H
IDA
LSA
1411
5697
CAD
C3D
She
et D
WG
C3D
2018
115
697_
C60
dwg
122
020
18 8
35
46 A
M
R
SLOPE 21 UPSTREAM 6 4
CLASS E RIP RAPPROPOSED ST-1 5 SW-513 INTAKE (PROVIDE BOLT DOWN COVER) SLOPE 151 RIFFLE CHANNEL DOWNSTREAM
1
15
TOP RIFFLE ELEV 10995 INLET ELEVATION
RIFFLE NOTCH ELEV 10985
STREAM FLOWLINE STREAM FLOWLINEELEV 10976
12 FLOWLINE OUT ELEV 109461 BTM STRUCTURE PLACE ENGINEERING FABRIC BELOW RIP RAPELEV 10941
2 CONCRETE FILLET
8
APPROXIMATELY 37
TYPICAL RIP RAP RIFFLE PROFILE NOT TO SCALE
17
RIFFLE NOTCH ELEV 10985TUCK ENGINEERING FABRIC
1
25
12 DEEP TYP EACH SIDE TOP RIP RAP ELEV 110178
4
1
TOP RIFFLE ELEV 10995 TOP RIFFLE ELEV 10995
CLASS E RIP RAP PLACE ENGINEERING FABRIC BELOW RIP RAP
TYPICAL RIP RAP RIFFLE SECTION NOT TO SCALE
NO REVISION DATEDESIGNED SHEET
1519 BALTIMORE DRIVE DRAWNAMES IOWA 50010
Phone (515) 233-6100 CHECKED
Email Amesbolton-menkcom wwwbolton-menkcom CLIENT PROJ NO
JLH A FINAL 051518 IOWA DEPARTMENT OF AGRICULTURE RMC HARDIN COUNTY CREP SITE PROJECT NO HAR882213A JPR
A14115697
62 RIP RAP RIFFLE DETAILS
--- IMBOLTON illampMENK
I
- - I I
I I I I
I
OWNER JAMES THOMS
SEC 13 T88N R22W
N 24 AC SW NE
SOUTH FORK IOWA RIVER
OWNER JAMES THOMS
SEC 13 T88N R22W
NW NE
SOUTH FORK IOWA RIVER
c Bo
lton
amp M
enk
Inc
201
8 A
ll Ri
ghts
Res
erve
d H
IDA
LSA
1411
5697
CAD
C3D
She
et D
WG
C3D
2018
115
697_
C80
dwg
122
020
18 8
35
53 A
M
R
0 25 50 HORZ 80
SCALE FEET SEEDING AREAS
EASEMENT BOUNDARY (TYP)
NO SEEDING IN POOL AREA
180T
H ST
REET
BERM (DIKE) STRUCTURE
SEEDING
SILT FENCE (TYP)
H AVENUE
SEEDING NOTES
1 ALL SEED BEDS SHALL BE PREPARED AS SPECIFIED IN SECTION IA-6
2 ALL ROCKS 3 OR LARGER IN DIAMETER SHALL BE REMOVED FROM THE SEEDBED
3 CONTRACTOR SHALL SUBMIT A SEEDING PLAN ON FORM IA-CPA-4 FOR EACH TYPE OF SEED TO BE PROVIDED AT LEAST 3 WEEKS PRIOR TO BEGINNING SEEDING OPERATIONS
4 NO SEED TO BE PLACED BELOW THE NORMAL WATER ELEVATION
5 THE 10 ACCESS BENCH ALONG THE PERIMETER OF THE POOL AREA SHALL BE GRADED TO A UNIFORM SURFACE
6 MULCH SHALL BE APPLIED TO ALL STRUCTURE SEEDING AND CHANNEL SEEDING AREAS NO MULCH TO BE APPLIED TO THE BUFFER SEEDING
7 SEEDED AREAS WHERE MULCH IS REQUIRED SHALL BE MULCHED WITHIN 24 HOURS
8 ALL MULCH SHALL BE ANCHORED
9 SEED TYPES SHALL AS SPECIFIED IN SECTION IA-6 OF THE PROJECT MANUAL
10 EXISTING VEGETATION SHALL BE REMOVED OR KILLED BY APPLICATION OF HERBICIDE PRIOR TO PREPARATION FOR SEEDING
11 ANY EXISTING VEGETATION AREAS THAT ARE TO REMAIN UNDISTURBED WILL BE DETERMINED IN THE FIELD BY THE ENGINEER NO CHANGE IN CONTRACT PRICE WILL BE ALLOWED DUE TO CHANGE IN SEEDING AREAS
SEEDING QUANTITIES
584 ACRES - NORMAL WATER LEVEL POOL AREA
19 ACRES - STRUCTURE AND CHANNEL
NO REVISION DATEDESIGNED SHEET
1519 BALTIMORE DRIVE DRAWNAMES IOWA 50010
Phone (515) 233-6100 CHECKED
Email Amesbolton-menkcom wwwbolton-menkcom CLIENT PROJ NO
JLH A FINAL 051518 IOWA DEPARTMENT OF AGRICULTURE RMC HARDIN COUNTY CREP SITE PROJECT NO HAR882213A JPR
A14115697
- Har882213A plans
- Specs Package 12-20-2018 43
- Specs Package 12-20-2018 44
- Specs Package 12-20-2018 45
- Specs Package 12-20-2018 46
- Specs Package 12-20-2018 47
- Specs Package 12-20-2018 48
- Specs Package 12-20-2018 49
- Specs Package 12-20-2018 50
- Specs Package 12-20-2018 51
- Specs Package 12-20-2018 52
- Specs Package 12-20-2018 53
- Specs Package 12-20-2018 54
- Specs Package 12-20-2018 55
-
--- IMBOLTON illampMENK
I
- - I I
I I I I
I
OWNER JAMES THOMS
SEC 13 T88N R22W
N 24 AC SW NE
SOUTH FORK IOWA RIVER
OWNER JAMES THOMS
SEC 13 T88N R22W
NW NE
SOUTH FORK IOWA RIVER
c Bo
lton
amp M
enk
Inc
201
8 A
ll Ri
ghts
Res
erve
d H
IDA
LSA
1411
5697
CAD
C3D
She
et D
WG
C3D
2018
115
697_
C80
dwg
122
020
18 8
35
53 A
M
R
0 25 50 HORZ 80
SCALE FEET SEEDING AREAS
EASEMENT BOUNDARY (TYP)
NO SEEDING IN POOL AREA
180T
H ST
REET
BERM (DIKE) STRUCTURE
SEEDING
SILT FENCE (TYP)
H AVENUE
SEEDING NOTES
1 ALL SEED BEDS SHALL BE PREPARED AS SPECIFIED IN SECTION IA-6
2 ALL ROCKS 3 OR LARGER IN DIAMETER SHALL BE REMOVED FROM THE SEEDBED
3 CONTRACTOR SHALL SUBMIT A SEEDING PLAN ON FORM IA-CPA-4 FOR EACH TYPE OF SEED TO BE PROVIDED AT LEAST 3 WEEKS PRIOR TO BEGINNING SEEDING OPERATIONS
4 NO SEED TO BE PLACED BELOW THE NORMAL WATER ELEVATION
5 THE 10 ACCESS BENCH ALONG THE PERIMETER OF THE POOL AREA SHALL BE GRADED TO A UNIFORM SURFACE
6 MULCH SHALL BE APPLIED TO ALL STRUCTURE SEEDING AND CHANNEL SEEDING AREAS NO MULCH TO BE APPLIED TO THE BUFFER SEEDING
7 SEEDED AREAS WHERE MULCH IS REQUIRED SHALL BE MULCHED WITHIN 24 HOURS
8 ALL MULCH SHALL BE ANCHORED
9 SEED TYPES SHALL AS SPECIFIED IN SECTION IA-6 OF THE PROJECT MANUAL
10 EXISTING VEGETATION SHALL BE REMOVED OR KILLED BY APPLICATION OF HERBICIDE PRIOR TO PREPARATION FOR SEEDING
11 ANY EXISTING VEGETATION AREAS THAT ARE TO REMAIN UNDISTURBED WILL BE DETERMINED IN THE FIELD BY THE ENGINEER NO CHANGE IN CONTRACT PRICE WILL BE ALLOWED DUE TO CHANGE IN SEEDING AREAS
SEEDING QUANTITIES
584 ACRES - NORMAL WATER LEVEL POOL AREA
19 ACRES - STRUCTURE AND CHANNEL
NO REVISION DATEDESIGNED SHEET
1519 BALTIMORE DRIVE DRAWNAMES IOWA 50010
Phone (515) 233-6100 CHECKED
Email Amesbolton-menkcom wwwbolton-menkcom CLIENT PROJ NO
JLH A FINAL 051518 IOWA DEPARTMENT OF AGRICULTURE RMC HARDIN COUNTY CREP SITE PROJECT NO HAR882213A JPR
A14115697
- Har882213A plans
- Specs Package 12-20-2018 43
- Specs Package 12-20-2018 44
- Specs Package 12-20-2018 45
- Specs Package 12-20-2018 46
- Specs Package 12-20-2018 47
- Specs Package 12-20-2018 48
- Specs Package 12-20-2018 49
- Specs Package 12-20-2018 50
- Specs Package 12-20-2018 51
- Specs Package 12-20-2018 52
- Specs Package 12-20-2018 53
- Specs Package 12-20-2018 54
- Specs Package 12-20-2018 55
-