W912EK19B0006-Plan_Set.pdf
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W912EK19B0006 - Plan Set
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2019.07.19 09:04:39 -05'00'
BISHOP.CHARLES.E.JR.1285506324
Digitally signed by
BISHOP.CHARLES.E.JR.1285506324
Date: 2019.07.19 09:11:57 -05'00'
Digitally signed by
ENSEY.ALAENA.ALTHEA.1085521930
Date: 2019.07.19 09:58:11 -05'00'
Digitally signed by
LANDWEHR.KEVIN.J.1230550367
Date: 2019.07.19 10:13:36 -05'00'
Roger Perk
2019.07.22 13:42:53 -05'00'
Digitally signed by Andrew G.
Barnes Date: 2019.07.22 14:15:35 -05'00'
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DATA.
7. SEE SPECIFICATION SECTION 31 00 00 FOR GEOTECHNICAL
CONSTRUCTION ACTIVITIES.
REPLACEMENT OF ANY ROADWAYS DAMAGED DUE TO
6. THE CONTRACTOR SHALL BE RESPONSIBLE FOR REPAIR/
LAGOON SYSTEM, SEE SPECIFICATION.
5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR SURVEYS OF
LIDAR DATA ACQUIRED IN 2014.
REQUIREMENTS. CONTOURS SHOWN WERE DEVELOPED FROM
4. CONTRACTOR SHALL FIELD VERIFY ELEVATIONS AND ACCESS
OBTAINED FROM THE SAYLORVILLE LAKE RESERVOIR GAGE.
FOR THE DES MOINES RIVER. HYDRAULIC DATA CAN BE
3. SEE SPECIFICATION SECTION 00 73 05 FOR HYDRAULIC DATA
2. AERIAL PHOTOGRAPHY WAS FLOWN IN 2010.
SIDE OF THE LAKE SOUTH OF POLK CITY, IOWA.
PRAIRIE FLOWER SEWAGE LAGOON IS LOCATED ON THE EAST
1. SAYLORVILLE LAKE IS LOCATED IN POLK COUNTY, IOWA. THE
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SANITARY LINE
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BENCHMARK
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SITE PLAN
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SAYLORVILLE LAKE
NW 98TH AVENUE
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0SCALE : 1"=200'-0" 200' 400'
A S S
H O
W N
PRAIRIE FLOWER CAMPGROUND
SEE SHEET C-103
STAGING AREA
SEE SHEET C-102
ACCESS ROAD
W E
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NW
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SEE SHEET C-103
REHAB SEWAGE LAGOON
B S
A Y
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A D
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-0
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-C -1 x x x .d g n
GENERAL SHEET NOTES
ON SEPTEMBER 30, 2019.
CAMPGROUND. THE CAMPGROUND IS SCHEDULED TO CLOSE
2. SITE ACCESS IS THROUGH THE PRAIRIE FLOWER
1. STAGING AREA IS IDENTIFIED.
/0
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SOLICITATION
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0SCALE : 1"=20'-0" 20' 40'
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0SCALE : 1"=20'-0" 20' 40'
CELL 1
CELL 2 CELL 3
1 1
3 3
C1
CELL 1
A1
CELL 2 AND 3
C E
L L S
0VERTICAL SCALE : 1"=5'-0" 5' 10'
0VERTICAL SCALE : 1"=5'-0" 5' 10'
A S S
H O
W N
EL 890.0
EL 890.0
EL 890.0
W E
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B
EXISTING FLOOR EL 885.0
SLUDGE EL 886.4
K
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10' 10'
232'
114' 52'
10'10'10'
EXISTING GROUND
EXISTING GROUND
SLUDGE EL 885.9
SLUDGE EL 887.2
EXISTING FLOOR EL 884.5
EXISTING FLOOR EL 885.5
PROTECTION STONE
6" MIN THICKNESS EROSION
PROTECTION STONE
6" MIN THICKNESS EROSION
PROTECTION STONE
6" MIN THICKNESS EROSION
PROTECTION STONE
6" MIN THICKNESS EROSION
A
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NEW FLOOR EL 884.5
EL 892.0±
EL 892.0±
NEW FLOOR EL 884.5
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SEE NOTE 3
EXCAVATE CELL BOTTOM
SEE NOTE 3
EXCAVATE CELL BOTTOM
GENERAL SHEET NOTES
FOR THE IMPERVIOUS CLAY LINER.
3. SATISFACTORY EXCAVATED SOIL MATERIALS MAY BE USED
2. REMOVE SYNTHETIC LINER AND DISPOSE OFF SITE.
ACCORDANCE WITH SPECIFICATION SECTION 31 00 00.
EXISTING CELLS AND PROPERLY DISPOSE OFFSITE IN
1. REMOVE WASTEWATER AND SLUDGE TO BOTTOM OF
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0SCALE : 1"=1'-0" 1' 2' 0SCALE : 1"=1'-0" 1' 2'
A S S
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PLACE 6" EROSION PROTECTION STONE
W E
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IMPERVIOUS CLAY LINER
C1
INTERCONNECTING PIPE
CELL 2 CELL 3
6" PVC6" PVC EL 886.5EL 886.5
AND PLACE RECOMPACTED IMPERVIOUS MATERIAL
OVER EXCAVATE FINAL GRADE BY 12" MINIMUM
K
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EXISTING FLOOR EL 884.5
TOP OF DIKE EL 892.0±
EXISTING FLOOR EL 885.0
PLACE 8ML POLYETHYLENE WRAP
ANTI-SEEP SHIELD
PROTECTION STONE
6" MIN THICKNESS EROSION
PARTITION BLOCK
4"X8"X1'4" CONCRETE
A
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TOP OF DIKE EL 892.0±
WELDED TO EACH END TO SECURE
1/2" PVC PIPE WITH 1/2" ELBOWS SOLVENT
INSTALL PIPE GUARD (TYP)
END OF 6" PVC
NEW FLOOR EL 884.5
NEW FLOOR EL 884.5
0SCALE : 1"=4'-0" 4' 8' 0VERTICAL SCALE : 1"=2'-0" 2' 4'
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6" OR 8" BURIED GATE VALVE
6" OR 8" CAST IRON VALVE BOX
SEE DETAIL A1
6" BURIED VALVE
/0
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SOLICITATION
SEE DETAIL A1
6" CAST IRON VALVE STEM COVER
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0SCALE : 1"=1'-0" 1' 2'A1
OUTLET CONTROL STRUCTURE WEIR PLATE
0SCALE : 1"=1'-0" 1' 2'A3
OUTLET CONTROL STRUCTURE ALUMINUM GRATE
A S S
H O
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SPLASH BLOCK
0SCALE : 1"=1'-0" 1' 2'
K
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2'
3'
'1'1'
HINGE
CONCRETE ANCHORS (TYP)
BOLTS AND HEAVY DUTY
3/8" DIA STAINLESS STEEL
HOLE FOR PAD LOCK
PLATE WITH 3/8" DIA
1 1/2" X 9" ALUMINUM
/2
1 1/4" BAR SPACING
FOR HINGE ATTACHMENT
1/4" ALUMINUM BACKING PLATES
ANCHORS
AND HEAVY DUTY CONCRETE
3/8" DIA STAINLESS STEEL BOLTS
ATTACH BRACKET TO WALL WITH
3 REQUIRED PER LEAF
1/4" STAINLESS STEEL BOLTS,
STAINLESS STEEL PIN (2 PAIR TYP)
3" X 1 1/2" X 1 1/4" LEAF WITH 1/4"
HEAVY DUTY ALUMINUM HINGES
CIRCUMFERENCE OF GRATE
1/4" X 1 1/2" ALUMINUM BAND AROUND
FOR PADLOCK
ALUMINUM PLATE
3 1/8"X3 1/8"X1/4"
1/4" ALUMINUM PLATE
HAND HOLD
WEIR AND MEASURING BRACKET
ORIENT HINGED SECTION OVER
AS THE NOTCH OF THE WEIR
AND AT THE SAME ELEVATION
TOP OF ANGLES SHALL BE LEVEL
WELDED TO WEIR (2 TYP)
2" X 2" X 1/4" ALUMINUM ANGLE
45°
1'
6'
GROUT 6" PVC IN PLACE
WITH 3/8" DIAMETER STAINLESS STEEL BOLTS
SECURED TO CONCRETE BLOCK
1 1/2"X1/8" ALUMINUM STRAP
GROUT 6" PVC IN PLACE
A
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6"
2" TYP
3' F
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2.
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6"
SUMP EL 883.5
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SOLICITATION
PLACE #4 BARS @ 12 EACH WAYS
HINGED GRATE FOR PADLOCK
PLATE WELDED TO TOP OF
3 1/8" X 3 1/8" X 1/4"ALUMINUM
AROUND CIRCUMFERENCE OF FIXED GRATE
INSTALL FIVE BRACKETS EQUALLY SPACED
WELDED TO BOTTOM OF GRATE (TYP)
2" X 2" X 1/4" ALUMINUM ANGLE BRACKET
| B5SAYLOR1802-CAD_SHEET-2019-04-06-G-001xxx |
| References |
| PW_WORKDIR:d0538487 |
| G-BSDxxx.dgn |
| B5SAYLOR1802-CAD_SHEET-2019-06-06-G-002xxx |
| References |
| PW_WORKDIR:d0515076 |
| G-BSDxxx.dgn |
| B5SAYLOR1802-CAD_SHEET-2019-06-06-G-003xxx |
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| PW_WORKDIR:d0515076 |
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| B5SAYLOR1802-CAD_SHEET-2019-04-18-V-101xxx |
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| PW_WORKDIR:d0515076 |
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| B5SAYLOR1802_C-SP0001.dgn |
| B5SAYLOR1802-CAD_SHEET-2019-04-24-B-101xxx |
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| PW_WORKDIR:d0515076 |
| G-BSDxxx.dgn |
| PW_WORKDIR:d0538487 |
| B5SAYLOR1802-CAD_MODEL-2018-06-06-C-SP0001.dgn |
| B5SAYLOR1802-CAD_SHEET-2019-06-06-C-101xxx |
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| PW_WORKDIR:d0515076 |
| G-BSDxxx.dgn |
| PW_WORKDIR:d0538487 |
| B5SAYLOR1802-CAD_MODEL-2018-06-06-C-SP0001.dgn |
| B5SAYLOR1802-CAD_SHEET-2019-06-06-C-102xxx |
| References |
| PW_WORKDIR:d0515076 |
| G-BSDxxx.dgn |
| PW_WORKDIR:d0538487 |
| B5SAYLOR1802-CAD_MODEL-2018-06-06-C-SP0001.dgn |
| B5SAYLOR1802-CAD_SHEET-2019-04-15-C-103xxx |
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| PW_WORKDIR:d0515076 |
| G-BSDxxx.dgn |
| PW_WORKDIR:d0538487 |
| B5SAYLOR1802-CAD_MODEL-2018-06-06-C-SP0001.dgn |
| B5SAYLOR1802-CAD_SHEET-2019-04-18-C-104xxx |
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| PW_WORKDIR:d0515076 |
| G-BSDxxx.dgn |
| A1- left, PW_WORKDIR:d0538487 |
| B5SAYLOR1802-CAD_MODEL-2019-04-16-C-SC0001.dgn |
| B1 - left, PW_WORKDIR:d0538487 |
| B5SAYLOR1802-CAD_MODEL-2018-06-06-C-SP0001.dgn |
| B5SAYLOR1802-CAD_SHEET-2019-04-18-C-105xxx |
| References |
| PW_WORKDIR:d0515076 |
| G-BSDxxx.dgn |
| B1, PW_WORKDIR:d0538487 |
| B5SAYLOR1802-CAD_MODEL-2018-06-06-C-SP0001.dgn |
| A1, PW_WORKDIR:d0538487 |
| B5SAYLOR1802-CAD_MODEL-2019-04-16-C-SC0001.dgn |
| B5SAYLOR1802-CAD_SHEET-2019-04-16-C-106xxx |
| References |
| PW_WORKDIR:d0515076 |
| G-BSDxxx.dgn |
| B1, PW_WORKDIR:d0538487 |
| B5SAYLOR1802-CAD_MODEL-2018-06-06-C-SP0001.dgn |
| A1, PW_WORKDIR:d0538487 |
| B5SAYLOR1802-CAD_MODEL-2019-04-16-C-SC0001.dgn |
| B5SAYLOR1802-CAD_SHEET-2019-03-05-C-301xxx |
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| PW_WORKDIR:d0515076 |
| G-BSDxxx.dgn |
| PW_WORKDIR:d0538487 |
| B5SAYLOR1802-CAD_MODEL-2019-04-16-C-SC0001.dgn |
| B5SAYLOR1802-CAD_SHEET-2019-04-17-C-302xxx |
| References |
| PW_WORKDIR:d0515076 |
| G-BSDxxx.dgn |
| C1, PW_WORKDIR:d0538487 |
| B5SAYLOR1802-CAD_MODEL-2019-04-16-C-SC0001.dgn |
| B5SAYLOR1802-CAD_SHEET-2019-04-17-C-501xxx |
| References |
| PW_WORKDIR:d0515076 |
| G-BSDxxx.dgn |
| A1 and A3, PW_WORKDIR:d0538487 |
| B5SAYLOR1802-CAD_MODEL-2019-04-16-C-SC0001.dgn |
File details come from the government source that posted it.