Outfall_Farm-_Page_4_WATER_CONTROL_STRUCTURE_A_AND_B.PDF
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- Solicitation number
- AG-2B46-S-16-0011
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Construction Drawing - page 4
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HEADWALL TO BE REMOVED
AND PROPERLY DISPOSED
OWNER TO RELOCATE BUILDING
AND REMOVE FUEL TANK
REMOVE AND DISPOSE OF
EXISTING CMP PER
CONSTRUCTION SPECIFICATIONS
AREA TO BE FILLED AND
GRADED TO MATCH EXISTING
CONTRACTOR SHALL FURNISH AND INSTALL
HEADWALL , ENDWALL AND ADDITIONAL
PIPE SUPPORT (IF NEEDED) PER PRECAST
FABRICATION ENGINEER'S SHOP DRAWINGS.
(TYP.) CONTRACTOR SHALL FURNISH AND INSTALL
SLOPE AND SCOUR PROTECTION PER
SPECIFICATIONS AND DETAILS.
EXISTING PATH
.0
TEMPORARY DEWATERING CONTAINMENT
DEVICE PER PRECAST FABRICATION
ENGINEER AND / OR PERMITTING AGANCY
(TYP.)
EXISTING PATH
CONTRACTOR SHALL PROVIDE
UNIFORM SLOPE TO EXISTING
DITCH AND WATER CONTROL
STRUCTURE
WSC-A -0+75.00-1+40.00
FURNISH AND INSTALL 2 - 42 IN HDPE
AASHTO M 294 'S' 66.00 LF
INV. IN: -2.35
INV. OUT: -2.35
EXISTING GRADE
MEAN WSE
ELEV: 0.50
PROPOSED GRADE
FUNISH AND INSTALL DUAL (2)
4' X 5' PRECAST
WATER CONTROL STRUCTURE
WITH HEADWALL
TOP OF RISER: 1.65
FIXED PLATE: -0.50
INV. IN: -2.35
CONTRACTOR SHALL FURNISH AND INSTALL
HEADWALL , ENDWALL AND ADDITIONAL
PIPE SUPPORT (IF NEEDED) PER PRECAST
FABRICATION ENGINEER'S SHOP DRAWINGS.
(TYP.)
REMOVE AND DISPOSE OF
EXISTING CMP PER
CONSTRUCTION SPECIFICATIONS
PROPOSED TIDE GATE PER
PLANS AND SPECIFICATIONS
INV. ELEV: -2.35
FIXED PLATE
ELEV:-0.50
GRADE TO DRAIN
SLOPE @ 1/4" PER L.F.
Horizontal
-201:1
-5:1
GRADE BREAK STA = 0+08.59
ELEV = 1.65
GRADE BREAK STA = 0+20.58
ELEV = 4.00
GRADE BREAK STA = 0+37.45
ELEV = 4.00
GRADE BREAK STA = 0+47.21
ELEV = 2.09
GRADE BREAK STA = 0+64.72
ELEV = 2.00
GRADE BREAK STA = 0+66.50
ELEV = 1.65
-0+75 -0+50 0+00 0+50
1+00 1+40
RIP-RAP SCOUR PROTECTION
WIDTH 2X PIPE DIAMETER BY 2X
PIPE DIAMETER, DEPTH 12 INCHES.
CLASS A RIP-RAP PER SPECIFICATIONS.
UNDERLAY WITH CLASS 1
NON-WOVEN GEO-TEXTILE MATERIAL
RIP-RAP SHALL NOT IMPEDE
TIDE GATE FUNCTION.
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PATH
.0
.0
TEMPORARY DEWATERING CONTAINMENT
DEVICE PER PRECAST FABRICATION
ENGINEER AND / OR PERMITTING AGANCY
(TYP.)
CONTRACTOR SHALL FURNISH AND INSTALL
HEADWALL , ENDWALL AND ADDITIONAL
PIPE SUPPORT (IF NEEDED) PER PRECAST
FABRICATION ENGINEER'S SHOP DRAWINGS.
(TYP.) CONTRACTOR SHALL FURNISH AND INSTALL
SLOPE AND SCOUR PROTECTION PER
SPECIFICATIONS AND DETAILS.
REMOVE AND DISPOSE OF
EXISTING CMP PER
CONSTRUCTION SPECIFICATIONS
0+50
EXISTING PATH
CONTRACTOR SHALL PROVIDE
UNIFORM SLOPE TO EXISTING
DITCH AND WATER CONTROL
STRUCTURE
WSC-B -0+75.00-1+40.00
FURNISH AND INSTALL 1 - 42 IN HDPE
AASHTO M 294 'S' 45.00 LF
INV. IN: -2.35
INV. OUT: -2.35
EXISTING GRADE
MEAN WSE
ELEV: 0.50
PROPOSED GRADE
FUNISH AND INSTALL
4' X 5' PRECAST
WATER CONTROL STRUCTURE
WITH HEADWALL
TOP OF RISER: 1.65
FIXED PLATE: -0.50
INV. IN: -2.35
PROPOSED TIDE GATE PER
PLANS AND SPECIFICATIONS
INV. ELEV: -2.35
FIXED PLATE
ELEV:-0.50
REMOVE AND DISPOSE OF
EXISTING CMP PER
CONSTRUCTION SPECIFICATIONS
-Horizontal
GRADE BREAK STA = 0+04.09
ELEV = 1.65
GRADE BREAK STA = 0+16.09
ELEV = 4.00
GRADE BREAK STA = 0+32.50
ELEV = 4.00
GRADE BREAK STA = 0+44.50
ELEV = 1.65
-0+75 -0+50 0+00
0+50
1+00 1+40
CONTRACTOR SHALL FURNISH AND INSTALL
HEADWALL , ENDWALL AND ADDITIONAL
PIPE SUPPORT (IF NEEDED) PER PRECAST
FABRICATION ENGINEER'S SHOP DRAWINGS.
(TYP.)
RIP-RAP SCOUR PROTECTION
WIDTH 2X PIPE DIAMETER BY 2X
PIPE DIAMETER, DEPTH 12 INCHES.
CLASS A RIP-RAP PER SPECIFICATIONS.
UNDERLAY WITH CLASS 1
NON-WOVEN GEO-TEXTILE MATERIAL
RIP-RAP SHALL NOT IMPEDE
TIDE GATE FUNCTION.
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BAR IS ONE INCH ON
ORIGINAL DRAWING
0 1"
DATE:
PROJ:
DWG:
VERIFY SCALE
9/14/2012
SCALE AS SHOWN
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SHEET: of 15
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V a l u e
WCS A PLAN VIEW
(1" = 20' HORIZ.)
WCS A PROFILE VIEW
(1" = 20' HORIZ., 1" = 2.0' VERT.)
HORIZONTAL SCALE: 1" = 20'
20100 40 60
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1.0
2.0
4.0
6.0
ISSUED FOR REVIEW
GENERAL NOTES
1. CONTRACTOR SHALL STOCK PILE EXCESS SPOIL MATERIAL IN SPOIL PILE
AREAS AS SHOWN ON PLAN SHEETS.
2. CONTRACTOR SHALL ADHERE TO ALL SEDIMENT AND EROSION CONTROL
PRACTICES AS SPECIFIED WITHIN THIS CONTRACT.
3. CONTRACTOR SHALL PROVIDE SMOOTH TRANSITIONS BETWEEN PROPOSED
AND EXISTING GRADE.
4. SHADED AREAS DEPICTED IN PLAN VIEWS ARE FOR GRAPHICAL
REPRESENTATION ONLY, SEE PROFILES AND TYPICAL CROSS SECTIONS FOR
DETAILED INFORMATION.
WCS B PLAN VIEW
(1" = 20' HORIZ.)
WCS B PROFILE VIEW
(1" = 20' HORIZ., 1" = 2.0' VERT.)
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