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STATE OF TENNESSEE
DEPARTMENT OF TRANSPORTATION
DESIGN DIVISION NASHVILLE, TENNESSEE 37243-0348
INSTRUCTIONAL BULLETIN NO. 10-07
Regarding New and Revised Standard Drawings
Effective immediately, new standard drawings RD-TS-9, RD-TS-10, and RP-R-2 to be used design and construction of Roundabouts. Additional guidance will be provided under section 1 of the Roadway Design Guidelines at a later date. New standard drawings S-SSMB-5 provides catch basin details for single slope barrier walls and S-GR-45 provides installation details when site conditions necessitate omitting a guardrail post. S-GR-46 provides installation details for the guard rails to be placed in a radius. EC-STR-30 and 30A to be used for the instream diversion during the construction of multi barrel structures and EC-STR-4B provides Enhanced Silt Check Dam design details. Additional guidance can be found in the Drainage Manual. Drawing Number Drawing Title
RD-TS-9 DESIGN STANDARDS FOR SINGLE LANE URBAN AND RURAL ROUNDABOUTS
RD-TS-10 DESIGN STANDARDS FOR MULTI - LANE URBAN AND RURAL
ROUNDABOUTS RP-R-2 STANDARD CONSTRUCTION DETAILS FOR ROUNDABOUTS S-SSMB-5 SINGLE SLOPE MEDIAN BARRIER WALL CATCH BASIN DETAIL EC-STR-4B ENHANCED SILT FENCE CHECK DETAILS EC-STR-30 INSTREAM DIVERSION (WITHOUT TRAFFIC) EC-STR-30A INSTREAM DIVERSION (WITH TRAFFIC) S-GR-45 LONG SPAN GUARDRAIL-ONE POST OMITTED S-GR-46 CURVED GUARDRAIL
Effective for the December 10, 2010 letting (October 6, 2010 turn-in date), the Roadway Standard Drawings, D-PE-6B(2), D-SEW-6DA, D-SEW-6DC, D-SEW-12D, and D-PE-4 are revised to remove the note regarding the use of alternative reinforcement. Drawing Current Number Revision Date Drawing Title
D-PE-6B(2) 07-19-10 CONCRETE ENDWALL TYPE "U" WITH STEEL PIPE GRATE (FOR 18" THRU 48" PIPES) (6:1 SLOPE) D-SEW-6DA 07-19-10 CONCRETE ENDWALL TYPE "SD" WITH STEEL PIPE GRATE (FOR 15" THRU 48" PIPES) (6:1 SLOPE) D-SEW-6DC 07-19-10 CONCRETE ENDWALL TYPE "SD" WITH STEEL PIPE GRATE (FOR 18" THRU 30" PIPES) (6:1 SLOPE) D-SEW-12D 07-19-10 CONCRETE ENDWALL TYPE “SD” WITH STEEL PIPE GRATE (FOR 15” AND 18” PIPES) (12:1 SLOPE) D-PE-4 07-19-10 STRAIGHT, “L” AND “U” TYPE CONCRETE ENDWALL These drawings shall be identified on the lower left side of the index sheet “To be printed with plans” until the drawings are formally distributed. Copies of the new and revised standard drawings are attached.
Original signed by Jeff C. Jones
Jeff C. Jones, Civil Engineering Director Design Division July 23, 2010 JCJ:arh
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FASTEST PATHR2 MEASUREMENTFASTEST PATHR5 MEASUREMENT
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ENTRY RADIUSAPPROACHWIDTH
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5’ CURB OFFSETLANDSCAPE STRIPYIELD LINE
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SIDEWALKINSCRIBED CIRCLEDIAMETER (ICD)CIRCULATORYROADWAY WIDTHAPPROACH STOPPING SIGHT DISTANCE IS MEASURED FROM APPROACHING VEHICLE TO YIELD LINE OR CROSSWALK.STOPPING SIGHT DISTANCE TO CROSSWALK AT EXIT IS MEASURED FROM ENTERINGVEHICLE TO CROSSWALKCIRCULATORY ROADWAY STOPPINGSIGHT DISTANCE IS MEASURED AS A VEHICLE TRAVERSES THE CIRCULATORY ROADWAYINTERSECTION SIGHT DISTANCE ISMEASURED BETWEEN AN APPROACHING VEHICLE AND OPPOSING VEHICLES IN THE CIRCULATORY ROADWAY AND OTHER ENTRANCESEXITWIDTHDEPARTUREWIDTH
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18’ - 22’
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ENTRY WIDTHMEASURED FROM CURBFACE TO CURB FACEMEASURED FROM CURBFACE TO CURB FACEENTRY RADIUSEXIT RADIUSEXIT WIDTH
65’ - 90’
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WIDTH OFAPPROACHING LANEWIDTH OFAPPROACHING LANEDOES NOT INCLUDEBIKE LANE OR GUTTERDESIGN SPEEDCIRCULATORYROADWAY WIDTH
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DISTANCE =EXIT WIDTH / 2DESIGN STANDARDSFOR SINGLE LANE URBAN AND RURALROUNDABOUTSSAME AS ENTRY WIDTH3’ OFFSET FROMCHANNELIZATIONSTRIPING (TYP.)1.0 - 1.2 TIMESTHE MAXIMUMENTRY WIDTH1.0 - 1.2 TIMESTHE MAXIMUMENTRY WIDTHSAME ASENTRY WIDTHSAME ASENTRY WIDTH ANGLE MEASURED SHOULD BE DIVIDED BY 2 TO OBTAIN PHI ANGLE
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CROSSWALK MARKINGSMAY BE OMITTED AT RURALLOCATIONS WHERE SIDEWALKIS NOT PRESENT.
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50’8TRUCKAPRONCIRCULATORYROADWAY4%MAX.6H:1VMAX.4%MAX.2%
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NOTE: TRUCK APRON CROSS SLOPE SHOULD MATCHCIRCULATORY ROADWAY CROSS SLOPE OR MAY BEINCREASED UP TO 4 PERCENT MAX.2% CROSS SLOPE(REQUIRED)BEGIN FASTEST PATH B-SPLINE CURVE165’ MIN. PRIOR TO YIELD LINE.
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BICYCLE EXIT RAMP.SEE STANDARDDRAWING RP-R-2.ENTRANCE RAMPSIMILAR (TYP.)SPLITTER ISLANDSEE DETAIL ON STD.DWG. RP-R-2.INSCRIBED CIRCLEDIAMETER
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FINISHED GRADELANDSCAPE STRIP1 FASTEST PATH CHECKS SHOULD BE COMPLETED PRIOR TO INTERSECTION SIGHT DISTANCE BEING CHECKED. STOPPING SIGHT DISTANCE AND INTERSECTION SIGHT DISTANCE SHOULD BE CHECKED FOR ALL APPROACHES. REFER TO "ROUNDABOUTS; AN INFORMATIONAL GUIDE," FHWA, 2000 AND RD01-SD-1 THRU 7 FOR ADDITIONAL GUIDANCE.2 CONSTRUCT A B-SPLINE (SHOWN AS DASHED LINE) FOR THE THROUGH, LEFT TURN, AND RIGHT TURN MOVEMENTS. B-SPLINE SHOULD TOUCH THE 5’ CURB OFFSETS AT THE POINTS INDICATED FOR THE R1, R2, R3, R4 AND R5 MEASUREMENTS. MEASURE THE RADIUS OF THE B-SPLINE AT EACH POINT. MEASUREMENT SHOULD BE BETWEEN 65’ AND 85’ LONG. FOR THE R1 MEASUREMENT, THE RADIUS SHOULD NOT BE MEASURED THROUGH THE YIELD LINE.3 PROVIDE 6’ MINIMUM UNOBSTRUCTED HORIZONTAL CLEARANCE FROM THE NON-MOUTABLE CURB TO THE CENTRAL ISLAND LANDSCAPING TO ALLOW FOR CIRCULATORY ROADWAY SIGHT DISTANCE, ACTUAL DISTANCE MAY BE GREATER AND SHOULD BE DETERMINED AFTER SIGHT DISTANCE CHECKS ARE COMPLETE, BUT SHALL NOT BE LESS THAN 6 FEET.4 SPLITTER ISLAND SHOULD BE A RAISED MEDIAN WITH CONCRETE HARDSCAPING (PREFERED). SPLITTER ISLAND SHOULD EXTEND A MINIMUM OF 50’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SIDEWALKINSCRIBED CIRCLEDIAMETER (ICD)CIRCULATORYROADWAY WIDTH
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DESIGN STANDARDSFOR MULTI-LANEURBAN AND RURAL ROUNDABOUTS
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BEGIN FASTEST PATH B-SPLINE165’ MIN. PRIOR TO YIELD LINE.
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ENTRY WIDTHMEASURED FROM CURBFACE TO CURB FACEMEASURED FROM CURBFACE TO CURB FACEENTRY RADIUSEXIT RADIUSEXIT WIDTH
65’ - 100’
65’ - 100’
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WIDTH OFAPPROACHING LANEWIDTH OFAPPROACHING LANEDOES NOT INCLUDEBIKE LANE OR GUTTERDESIGN SPEEDCIRCULATORYROADWAY WIDTH
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APPROACH/DEPARTURE WIDTHSAME AS ENTRY WIDTH1.0 - 1.2 TIMESTHE MAXIMUMENTRY WIDTH1.0 - 1.2 TIMESTHE MAXIMUMENTRY WIDTHSAME ASENTRY WIDTHSAME ASENTRY WIDTH3’ OFFSET FROMCHANNELIZATIONSTRIPING (TYP.) ANGLE MEASURED SHOULD BE DIVIDED BY 2 TO OBTAIN PHI ANGLEMEASUREMENT TO CHECKFOR PATH OVERLAP. THIS LINETO BE 40’ OR GREATER.
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APPROACH STOPPING SIGHT DISTANCE IS MEASURED FROM APPROACHING VEHICLE TO YIELD LINE OR CROSSWALK.STOPPING SIGHT DISTANCE TO CROSSWALK AT EXIT IS MEASURED FROM ENTERINGVEHICLE TO CROSSWALKCIRCULATORY ROADWAY STOPPINGSIGHT DISTANCE IS MEASURED AS A VEHICLE TRAVERSES THE CIRCULATORY ROADWAYINTERSECTION SIGHT DISTANCE ISMEASURED BETWEEN AN APPROACHING VEHICLE AND OPPOSING VEHICLES IN THE CIRCULATORY ROADWAY AND OTHER ENTRANCES
6’
5’ CURB OFFSET5’
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CROSSWALK MARKINGSMAY BE OMITTED AT RURALLOCATIONS WHERE SIDEWALKIS NOT PRESENT.
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SHARED USEPATH
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NOTE: TRUCK APRON CROSS SLOPE SHOULD MATCHCIRCULATORY ROADWAY CROSS SLOPE OR MAY BEINCREASED UP TO 4 PERCENT MAX.2% CROSS SLOPE(REQUIRED)2%4% MAX. IN DIRECTION OF TRAVEL
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1 FASTEST PATH CHECKS SHOULD BE COMPLETED PRIOR TO INTERSECTION SIGHT DISTANCE BEING CHECKED. STOPPING SIGHT DISTANCE AND INTERSECTION SIGHT DISTANCE SHOULD BE CHECKED FOR ALL APPROACHES. REFER TO "ROUNDABOUTS; AN INFORMATIONAL GUIDE," FHWA, 2000 AND RD01-SD-1 THRU 7 FOR ADDITIONAL GUIDANCE.2 CONSTRUCT A B-SPLINE (SHOWN AS DASHED LINE) FOR THE THROUGH, LEFT TURN, AND RIGHT TURN MOVEMENTS. B-SPLINE SHOULD TOUCH THE 5’ CURB OFFSETS AT THE POINTS INDICATED FOR THE R1, R2, R3, R4 AND R5 MEASUREMENTS. MEASURE THE RADIUS OF THE B-SPLINE AT EACH POINT. MEASUREMENT SHOULD BE BETWEEN 65’ AND 85’ LONG. FOR THE R1 MEASUREMENT, THE RADIUS SHOULD NOT BE MEASURED THROUGH THE YIELD LINE.3 PROVIDE 6’ MINIMUM UNOBSTRUCTED HORIZONTAL CLEARANCE FROM THE NON-MOUTABLE CURB TO THE CENTRAL ISLAND LANDSCAPING TO ALLOW FOR CIRCULATORY ROADWAY SIGHT DISTANCE, ACTUAL DISTANCE MAY BE GREATER AND SHOULD BE DETERMINED AFTER SIGHT DISTANCE CHECKS ARE COMPLETE, BUT SHALL NOT BE LESS THAN 6 FEET.4 SPLITTER ISLAND SHOULD BE A RAISED MEDIAN WITH CONCRETE HARDSCAPING (PREFERED). SPLITTER ISLAND SHOULD EXTEND A MINIMUM OF 50’ FROM THE YIELD LINE. SEE STANDARD DRAWING RP-H-6 FOR ADDITIONAL DETAILS.5 FOR MOUNTABLE CURB BETWEEN CIRCULATORY ROADWAY AND TRUCK APRON, SEE STANDARD DRAWING RP-R-2. FOR NONMOUNTABLE CURB BETWEEN TRUCK APRON AND CENTRAL ISLAND, SEE STANDARD DRAWING RP-NMC-10.6 SIDEWALK SHALL BE WIDENED TO ACCOMODATE BICYCLES AND PEDESTRIANS AT ROUNDABOUT (SHARED USE PATH). SEE STANDARD DRAWING RD-TS-8 FOR ADDITIONAL DETAILS.7 SEE STANDARD DRAWINGS T-M-10, 11 AND 12 FOR SIGNING AND MARKINGS FOR SHARED USE PATHS AND BICYCLE LANES.8 ASSUMES APPROXIMATELY 90-DEGREE ANGLES BETWEEN ENTRIES AND NO MORE THAN FOUR ENTRIES TO THE ROUNDABOUT.9 PATH OVERLAP SHOULD BE MEASURED AT THE ENTRANCE AND EXITS OF MULTI-LANE ROUNDABOUTS. LINE SHOULD BE DRAWN TANGENT TO THE CENTER OF THE ENTRANCE/EXIT AND CIRULATORY ROADWAY.DAILY SERVICE VOLUME (WITHOUT CAPACITY ANALYSIS) APPROXIMATELY 45,000 VEH/DAY
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FINISHED GRADELANDSCAPE STRIPG USE OF A RIGHT-TURN BYPASS LANE MAY BE WARRANTED FROM THE ROUNDABOUT TRAFFIC MODEL.H ROUNDABOUT APPROACHES WITH SPEEDS OF 45 MPH OR GREATER ARE CONSIDERED HIGH SPEED APPROACHES. REFER TO SECTION 6.5 OF THE "ROUNDABOUTS: AN INFORMATIONAL GUIDE", FHWA, 2000 FOR ADDITIONAL INFORMATION ON DESIGN OF ROUNDABOUTS WITH HIGH SPEED APPROACHES.I MINI ROUNDABOUTS, TRAFFIC CIRCLES, AND ROTARIES ARE NOT CONSIDERED ROUNDABOUTS AND SHOULD NOT BE DESIGNED TO THE STANDARDS ON THIS DRAWING. J ROADWAY SHOULDERS AND BICYCLE LANE SHOULD END PRIOR TO CIRCULATORY ROADWAY.K FOR ROUNDABOUT CONSTRUCTION DETAILS, SEE STANDARD DRAWING RP-R-2.A FOR SPECIFIC CONDITIONS NOT COVERED ON THIS SHEET, REFERENCE SHOULD BE MADE TO "A POLICY ON GEOMETRIC DESIGN OF HIGHWAYS AND STREETS", AASHTO, 2001.B REFERENCE SHOULD BE MADE TO "ROUNDABOUTS: AN INFORMATIONAL GUIDE", FHWA, 2000. REFERENCE SHOULD ALSO BE MADE TO THE "ROADSIDE DESIGN GUIDE", ASSHTO, 2002.C THIS STANDARD DRAWING IS INTENDED TO BE USED AS GUIDANCE FOR THE DESIGN OF MULTI-LANE URBAN AND RURAL ROUNDABOUTS. FOR SINGLE LANE DESIGNS, SEE STANDARD DRAWING RD-TS-9.D TRUCK TURNING TEMPLATES SHOULD BE PERFORMED ON ALL TURNING MOVEMENTS WITHIN THE ROUNDABOUT. A WB-62 VEHICLE SHOULD BE USED WHERE APPROPRIATE.E STANDARD AASHTO GUIDELINES FOR ISLAND DESIGN SHOULD BE FOLLOWED FOR SPLITTER ISLAND DESIGNS, INCLUDING LARGER NOSE RADII AT APPROACH CORNERS AND OFFSETTING CURB LINES AT THE APPROACH ENDS OF THE SPLITTER ISLAND.F MAXIMUM LONGITUDINAL GRADE IN THE DIRECTION OF TRAVEL THROUGH THE CIRCULATORY ROADWAY SHALL BE 4 PERCENT.
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/2 "
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TOP OF CONCRETE CURBAT SPLITTER ISLAND (BEYOND)1:20 MAX.6" DOTTEDWHITE LINEBITUMINOUS BASE AND BINDER
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MAX. = 15’MIN. = 6’
1"
6’-1
0’ T
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AP
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MORTARED BRICK OR CONCRETE PAVERS MINERAL AGG.BASE STONE5" MIN.CONCRETE BASE 1/2 " MORTAR SETTING BEDTYPICAL JOINTING DETAIL FOR CONCRETE PAVEMENT2’-0"MIN.2’-0"MIN.6’(TYP.)STANDARDCONSTRUCTIONDETAILS FORROUNDABOUTS
EX
PA
NS
ION
JO
INT
SIDEWALK OR SHARED USE PATH 1/2 " EXPANSIONJOINT 1/2 " EXPANSIONJOINTNON-DOWELEDTRANSVERSE JOINTSMONOLITHICSECTION (TYP.)
8" M
IN
.
1/2 " PREMOLDED FIBEREXPANSION JOINTTYPE "A" CURB BETWEEN TRUCKAPRON AND CENTRAL ISLANDLANDSCAPED OR GRASS STRIP4" SLOPING CONCRETE COMBINED CURB AND GUTTERBETWEEN CIRCULATORY ROADWAY AND TRUCK APRONTYPE 4-30R
(BR
ICK
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N)
ENTRYROADWAYEXITROADWAY1 SPLITTER ISLAND SHOULD BE A RAISED MEDIAN WITH CONCRETE HARDSCAPING (PREFERED). SPLITTER ISLAND SHOULD EXTEND A MINIMUM OF 50’ FROM THE YIELD LINE. SEE STANDARD DRAWING RP-H-6 FOR ADDITIONAL DETAILS OF MEDIAN CROSSINGS.2 6" X 2’ DOTTED WHITE LINE ALONG ENTIRE LENGTH OF TAPER AT BICYCLE RAMP.3 DETECTABLE WARNING SURFACE SHALL BE INSTALLED AT BOTH SIDES OF THE SPLITTER ISLAND PEDESTRIAN REFUGE AREA. SEE STD. DWG. RP-H-3 FOR DETAILS.4 DETECTABLE WARNING SURFACE SHALL BE INSTALLED AT THE TOP OF ALL BICYCLE EXIT AND ENTRANCE RAMPS, SEE STD. DWG. RP-H-3 FOR DETAILS. 5 WHEN CIRCULATORY ROADWAY IS CONCRETE, THE TRANSVERSE CONTRACTION JOINTS SHOULD LINE UP WITH CONTRACTION JOINTS IN THE TRUCK APRON. THE JOINTS IN THE TRUCK APRON SHOULD NOT BE DOWELED. THE COMBINED CURB AND GUTTER SHOULD BE TIED TO THE ROADWAY CONCRETE.6 FOR ADDITIONAL DETAILS OF TYPE "A" CURB, SEE STANDARD DRAWING RP-NMC-10.42’
DE
SIG
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OT
ES
CURB & GUTTER (TYP.)
0.0
10’/’ M
IN
.0.0
40’/’ M
AX
.
0.020’/’
0.020’/’
0.010’/’ MIN.0.040’/’ MAX.PEDESTRIAN REFUGEAREA ATSPLITTER ISLAND
PE
DE
ST
RIA
N R
EF
UG
E A
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A
A 4" SLOPING CONCRETE COMBINED CURB AND GUTTER SHOULD BE USED BETWEEN CIRCULATORY ROADWAY AND TRUCK APRON UNLESS OTHERWISE NOTED. TYPE "A" CURB SHOULD BE USED BETWEEN THE TRUCK APRON AND THE CENTRAL ISLAND. B THE CROSS SLOPE OF THE LANDING AREA SHALL NOT EXCEED 2% IN THE SIDEWALK AREA.C SPLITTER ISLAND SIZE AND SHAPE WILL BE DETERMINED BY THE ROADWAY DEFLECTION.D THE FINISH ON THE TRUCK APRON SHOULD CREATE A CONTRAST IN COLOR OR TEXTURE BETWEEN THE CIRCULATORY ROADWAY AND THE APRON. THIS CAN BE ACCOMPLISHED WITH THE USE OF CONCRETE, STAMPED CONCRETE, COLORED CONCRETE, CONCRETE PAVERS, OR BRICK PAVERS. WHEN PAVERS ARE USED, A BASKETWEAVE OR HERRINGBONE PATTERN SHOULD BE APPLIED.E FOR PAVEMENT MARKINGS AND SIGNAGE AT BICYCLE RAMP AND SHARED USE PATH, SEE STANDARD DRAWING T-M-10.F UNLESS OTHERWISE NOTED ON PLANS, THE CIRCULATORY ROADWAY SHOULD BE CONSTRUCTED OF ASPHALT. THE USE OF CONCRETE PAVEMENT SHALL BE ON A CASE-BY-CASE BASIS. G CONCRETE QUANTITY FOR TYPE 4-30R CURB & GUTTER SHALL BE COMPUTED USING 0.06731 CUBIC YARDS PER LINEAR FOOT. PAYMENT WILL BE AS FOLLOWS: ITEM NO. 702-01 CONCRETE CURB PER CUBIC YARD ITEM NO. 702-02 CONCRETE GUTTER PER CUBIC YARD ITEM NO. 702-03 CONCRETE COMBINED CURB AND GUTTER PER CUBIC YARDBICYCLE EXIT RAMP DETAIL
(E
NT
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CURB AND GUTTERSLOPING CURB & GUTTERTYPE 4-30R
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TOP OF WALLCURB OPENING34"28"28"PORTLAND CEMENT GROUTPORTLAND CEMENT GROUT3" CURB OPENING(TYP.)FRONT EDGE OF CURBIRON TO BE SET 0.5" DEEPINTO SINGLE SLOPECONCRETE BARRIER WALL.GRATEPAVEMENTGRATEFRAMESINGLE SLOPECONCRETE MEDIANBARRIER WALL
CU
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IR
ON
CU
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ON
FINISHED GRADE ORSURFACE OF SHOULDERSINGLE SLOPE MEDIAN BARRIER WALL CATCH BASIN DETAIL80", 84", OR 108"VARIES
B B
DD
CU
RB
IR
ON
C C
DD
CU
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IR
ON
PLAN VIEWNO. 41 CATCH BASINS SINGLE SLOPECONCRETE MEDIANBARRIER WALLSINGLE SLOPECONCRETE MEDIANBARRIER WALLORHALF SIZE SINGLE SLOPECONCRETE MEDIANBARRIER WALLSECTION D-DNO. 31, NO. 32, NO. 41, NO. 46,NO. 51, AND NO. 52 CATCH BASINSPLAN VIEWNO. 51 AND NO. 52 CATCH BASINSHALF SIZESINGLE SLOPECONCRETE MEDIANBARRIER WALLTOP OF WALLSINGLE SLOPECONCRETE MEDIANBARRIER WALLTOP OF WALLPLAN VIEWNO. 31, NO. 32, ANDNO. 46 CATCH BASINS
B B
EE
CU
RB
IR
ON
TOP OF WALLSINGLE SLOPECONCRETE MEDIANBARRIER WALLPLAN VIEWNO. 45S CATCH BASINS
CU
RB
IR
ON
28"PORTLAND CEMENT GROUT3" CURB OPENING(TYP.)FRONT EDGE OF CURBIRON TO BE SET 0.5" DEEPINTO SINGLE SLOPECONCRETE BARRIER WALLGRATEPAVEMENTGRATEFRAMESINGLE SLOPECONCRETE MEDIANBARRIER WALLSECTION A-ANO. 31, NO. 32 ANDNO. 46 CATCH BASINSVARIES28"PORTLAND CEMENT GROUT3" CURB OPENING(TYP.)FRONT EDGE OF CURBIRON TO BE SET 0.5" DEEPINTO SINGLE SLOPECONCRETE BARRIER WALLGRATEGRATEFRAMEVARIESSECTION B-BNO. 41 AND 45S CATCH BASINSSECTION C-CNO. 51 AND 52 CATCH BASINSHALF SIZESINGLE SLOPECONCRETE MEDIANBARRIER WALLNOISE BARRIER ORRETAINING WALLCURB OPENING34"PORTLAND CEMENT GROUTVARIESSINGLE SLOPECONCRETE MEDIANBARRIER WALL0.5" (TYP.)1" (TYP.)3" CURB OPENING(TYP.)DETAIL 19"8.8"SEE DETAIL 1SEE DETAIL 1SEE DETAIL 1SECTION E-ENO. 45S CATCH BASINSCURB OPENING34"FINISHED GRADE ORSURFACE OF SHOULDER14"SINGLE SLOPECONCRETE MEDIANBARRIER WALLA DRAWING TO BE USED FOR SINGLE SLOPE CONCRETE MEDIAN BARRIER WALL WHEN SPECIFYING A NO. 31, 32, 41, 45S, 46, 51, OR 52 CONCRETE CATCH BASINS AND ALL PRECAST NO. 32 CONCRETE CATCH BASINS. B SEE STANDARD DRAWING S-SSMB-2 FOR ADDITIONAL DETAILS AND GENERAL NOTES REGARDING SINGLE SLOPE CONCRETE BARRIER WALL.C SEE CATCH BASING STANDARD DRAWINGS FOR ADDITIONAL DETAILS AND GENERAL NOTES REGARDING CATCH BASINS.
150
0.0
1
0.0
2
0.0
3
0.0
4
0.0
6 A
ND
ST
EE
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R
75
50
40
30
25
0.0
5
G
G
G
G
S =
DIT
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OP
E (
FT
/FT
)
40"
22"
PO
IN
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PR
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DITCH SLOPE S (FT/FT) L = LENGTH BETWEEN FENCEMEASURED ALONG GROUND (FT)18" MAX.ALLOWABLEBACKWATERBEHIND FENCESPACING FOR ENHANCEDSILT FENCE CHECKSGROUND SURFACERECOMMENDED SPACING,(L ) BETWEEN ENHANCED SILT FENCE CHECKS(FT)
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PP
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.
M
IN
OR
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N -
- F
HW
A
01
-0
1-1
0E
C-S
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-4B
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FLOWWIDENED ZONEBOTTOMWIDTH(FT)SIDESLOPE(H:1)LENGTH(FT)TRANSITIONRATIOLENGTH(FT)OVERFLOWWEIRLENGTH(FT)TOTALLENGTHOF ESF(FT)L(FT)(1)X1(FT)(1)X2(FT)(1)(1) REFER TO STD. DWG. EC-STR-4 OR EC-STR-4AWIDTH OF DITCH BOTTOMBOTTOM WIDTH OF WIDENED ZONE 1/2 OVERFLOW WEIR 1/2 OVERFLOW WEIRSIDE SLOPEH:1TRANSITION LENGTHTRANSITION LENGTHLENGTH OF WIDEN ZONESTATION(LT or RT)
EN
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ED
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EC
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S
ENHANCED SILTFENCE CHECKDETAILS D FOR INSTALLATION DETAILS FOR ENHANCED SILT FENCE SEE STANDARD DRAWING EC-STR-3D AND EC-STR-3E.E THE SPACING OF ENHANCED SILT FENCE CHECKS, ALONG A DITCH SHOULD BE BASED ON A COMBINATION OF HYDRAULIC PROPERTIES OF THE FENCE MATERIAL, LIMITS OF FLOW TABLE (EC-SRE-4 AND EC-STR-4A), AND THE SPACING TABLE.A ENHANCED SILT FENCE CHECKS ARE USED TO REMOVE SUSPENDED SEDIMENTS FROM STORM WATER FLOW VIA SETTLING AND FILTRATION. THEY ARE ALSO USED FOR VELOCITY REDUCTION. ENHANCED SILT FENCE CHECKS SHOULD NOT BE PLACED IN STREAMS OR OTHER NATURAL WATER RESOURCES. B IT MAY BE NECESSARY TO FLATTEN THE DITCH SIDE SLOPES AND/OR WIDEN THE DITCH BOTTOM WIDTH IN THE VICINITY OF THE CHECK IN ORDER TO ACHIEVE THE SURFACE AREA OF FABRIC REQUIRED FOR THE CHECK. REFER TO LIMITS OF FLOW TABLE ON EC-STR-4 AND EC-STR-4A.C FOR ADDITIONAL INSTALLATION INFORMATION REFER TO EC-STR-4 FOR ENHANCED SILT FENCE CHECK USED IN TRAPEZOIDAL DITCHES AND EC-STR-4A FOR ENHANCED SILT FENCE CHECKS USED IN V-DITCHES.F UPON REMOVAL OF THE ENHANCED SILT FENCE CHECK THE WIDENED ZONE SHOULD BE IMMEDIATELY RESHAPED TO MATCH THE PROPOSED DITCH SIZE. IT SHOULD BE COVERED WITH SEEDING AND EROSION CONTROL BLANKETS OR TURF REINFORCEMENT MATS OR IT SHOULD BE SODDED.
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EXISTINGGROUND2’-6"(TYP.)EXISTINGGROUND
1-1
-1
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-30
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EXISTINGCHANNELSIDE SLOPESILT FENCEWITH WIREBACKINGPROPOSEDROADWAYPROPOSEDROADWAYPROPOSEDROADWAYPROPOSEDROADWAYSILT FENCEWITH WIREBACKINGWORK AREAFLOWDEPTHOPTIONAL EXCAVATED AREATOP OF EXISTING CHANNELINSTREAM DIVERSION(SANDBAGS, JERSEY BARRIER, SHEET PILING, ETC.)INSTREAM DIVERSION(SANDBAGS, JERSEY BARRIER, SHEET PILING, ECT.)
PU
MP
SFB
SFB
SFBS
FB
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SEDIMENT FILTER BAG ORDEWATERING STRUCTURE
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SFBSFB S
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FLOW AREA
FLOW
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EXISTINGGROUND2’-6"(TYP.)EXISTINGGROUNDEXISTINGCHANNELSIDE SLOPESILT FENCEWITH WIREBACKINGSILT FENCEWITH WIREBACKINGWORK AREAFLOWDEPTHTOP OF EXISTING CHANNELFLOW AREA
TY
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SEDIMENT FILTER BAG ORDEWATERING STRUCTURE PHASE 1PHASE 2INSTREAM DIVERSION(SANDBAGS, JERSEY BARRIER, SHEET PILING, ETC.)SEE NOTE EEXCAVATED AREATO BE LINED WITHGEOTEXTILE FABRIC(TYPE III) AND RIPRAPTOE OFFILLPHASE 2CONSTRUCTIONPHASE 1 CONSTRUCTIONINSTREAM DIVERSION(SANDBAGS, JERSEY BARRIER, SHEET PILING, ETC.)SEE NOTE EINSTREAMDIVERSION(WITHOUT TRAFFIC)
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PROPOSEDSTRUCTURESEE NOTE APROPOSEDSTRUCTURESEE NOTE AA INSTREAM DIVERSIONS ARE GENERALLY USED WHERE IT IS NECESSARY TO MAINTAIN THE STREAM FLOW WITHIN THE EXISTING CHANNEL DURING THE CONSTRUCTION OF A MULTI-BARREL CULVERT, BOX BRIDGE, OR SLAB BRIDGE. THIS ALLOWS INSTREAM WORK TO BE COMPLETED IN THE DRY, SEPARATED FROM FLOWING WATER.B EXAMPLE SHOWN IS FOR NEW CONSTRUCTION OR REPLACEMENT OF A STRUCTURE WHEN THE ROADWAY IS CLOSED TO TRAFFIC OR WHEN A RUNAROUND IS USED. FOR AN EXAMPLE WHEN TRAFFIC IS MAINTAINED DURING CONSTRUCTION SEE EC-STR-30A. TRAFFIC CONTROL SHOULD BE BASED ON THE SPECIFIC PROJECT, NOT ON THE EXAMPLE SHOWN.C EXAMPLE SHOWN IS FOR NEW CONSTRUCTION OF A MULTI-BARREL STRUCTURE. ADJUSTMENTS SHOULD BE MADE TO THE INSTREAM DIVERSION FOR A STRUCTURE REPLACEMENT OR WHEN A BRIDGE IS REPLACED WITH A MULTI-BARREL STRUCTURE.D THE CONSTRUCTION PHASING SHOWN IS AN EXAMPLE. THE CONSTRUCTION PHASING USED SHOULD BE BASED UPON FIELD CONDITIONS OF THE SPECIFIC PROJECT AT THE TIME OF CONSTRUCTION. THE INSTREAM DIVERSION SHOULD BE ADJUSTED ACCORDINGLY. E THE HEIGHT OF THE INSTREAM DIVERSION SHOULD BE A MINIMUM OF 1 FOOT HIGHER THAN THE ORDINARY FLOW IN THE REDUCED CHANNEL WIDTH.F WHERE IT IS NECESARRY TO EXCAVATE THE CHANNEL TO PROVIDE SUFFICENT FLOW AREA FOR THE ORDINARY FLOW THE EXCAVATED AREA SHOULD BE LINED WITH GEOTEXTILE FABRIC AND RIPRAP. THE EXCAVATED AREA SHOULD BE LIMITED TO CONSTRUCITON LIMITS OF THE STRUCTURE.G DURING CONSTRUCTION OF THE INSTREAM DIVERSION, DAMAGE TO THE EXISTING STREAM AND CANOPY SHALL BE MINIMIZED. ALL EXISTING VEGETATION OUTSIDE THE CUT AND FILL LINES BUT INSIDE THE RIGHT-OF-WAY SHALL NOT BE DISTURBED UNLESS IT INTERFERES WITH CONSTRUCTION OR SAFETY STANDARDS. H CONSTRUCTION SHALL PROCEED AS FOLLOWS: 1. USE INSTREAM DIVERSION TO DIVERT FLOW TO ONE SIDE OF THE EXISTING CHANNEL AND/OR INTO BARREL(S) OF THE EXISTING CULVERT. 2. REMOVE PORTION OF EXISTING STRUCTURE, IF APPLICABLE, AND CONSTRUCT ONE OR MORE BARRELS OF THE PROPOSED CULVERT AND PLACE INLET AND OUTLET PROTECTION. 3. USE INSTREAM DIVERSION TO DIVERT FLOW TO OTHER SIDE OF THE EXISTING CHANNEL AND INTO BARREL(S) OF THE NEWLY CONSTRUCTED PROPOSED STRUCTURE. 4. REMOVE REMAINING PORTION OF EXISTING STRUCTURE, IF APPLICABLE, AND CONSTRUCT REMAINING BARRELS OF THE PROPOSED STRUCTURE AND PLACE INLET AND OUTLET PROTECTION. 5. REMOVE INSTREAM DIVERSION.I INSTREAM DIVERSION SHALL BE INSPECTED WEEKLY OR AFTER EVERY RAIN EVENT. ANY NEEDED REPAIRS SHALL BE DONE IMMEDIATELY.J INSTREAM DIVERSION MAY BE CONSTRUCTED OF SANDBAGS, JERSEY BARRIER, RIPRAP, SHEET PILING, OR OTHER MATERIALS USED TO SEPERATE THE FLOWING WATER FROM THE WORK AREA. K ONLY GEOTEXTILE FABRIC (TYPE III) LISTED ON THE QUALIFIED PRODUCTS LIST SHALL BE USED.L FOR INSTALLATION DETAILS AND ITEM NUMBERS FOR DEWATERING STRUCTURES (EC-STR-1), SEDIMENT FILTER BAGS (EC-STR-2), SILT FENCE (EC-STR-3B) AND SILT FENCE WITH WIRE BACKING (EC-STR-3C), SEE THEIR RESPECTIVE STANDARD DRAWINGS.M INSTREAM DIVERSIONS SHALL BE PAID FOR UNDER THE FOLLOWING ITEM NUMBERS: 209-65.04 TEMPORARY IN STREAM DIVERSION PER LINEAR FOOT OPTIONAL EXCAVATION, GEOTEXTILE, AND RIPRAP SHALL BE INCLUDED IN THE COST OF INSTREAM DIVERSION. DEWATERING STRUCTURES, SEDIMENT FILTER BAGS, SILT FENCE, AND SILT FENCE WITH WIRE BACKING SHALL BE PAID FOR ACCORDING TO THEIR RESPECTIVE STANDARD DRAWINGS. PAYMENT SHALL INCLUDE ALL MATERIALS AND LABOR NECESSARY FOR CONSTRUCTION, MAINTENANCE, AND REMOVAL OF INSTREAM DIVERSION.
IN
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TRAFFICTRAFFICTRAFFIC
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SEDIMENT FILTERBAG ORDEWATERING STRUCTURE SEDIMENT FILTERBAG ORDEWATERING STRUCTURE
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SEDIMENT FILTERBAG ORDEWATERING STRUCTURE
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INSTREAMDIVERSION(WITH TRAFFIC)
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INSTREAM DIVERSION(SANDBAGS, JERSEY BARRIER, SHEET PILING, ETC.)SEE NOTE E
FLOW
FLOW
SEDIMENT FILTERBAG ORDEWATERING STRUCTURE
SFB
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PHASE 1INSTREAM DIVERSION(SANDBAGS, JERSEY BARRIER, SHEET PILING, ETC.)SEE NOTE EINSTREAM DIVERSION(SANDBAGS, JERSEY BARRIER, SHEET PILING, ETC.)SEE NOTE EINSTREAM DIVERSION(SANDBAGS, JERSEY BARRIER, SHEET PILING, ETC.)SEE NOTE EPROPOSEDSTRUCTURESEE NOTE APROPOSEDSTRUCTURESEE NOTE APROPOSEDSTRUCTURESEE NOTE APROPOSEDSTRUCTURESEE NOTE ANOTE: FOR TYPICAL CROSS-SECTION SEE EC-STR-30PHASE 4CONSTRUCTIONPHASE 3CONSTRUCTIONPHASE 2CONSTRUCTIONPHASE 3PHASE 4A INSTREAM DIVERSIONS ARE GENERALLY USED WHERE IT IS NECESSARY TO MAINTAIN THE STREAM FLOW WITHIN THE EXISTING CHANNEL DURING THE CONSTRUCTION OF A MULTI-BARREL CULVERT, BOX BRIDGE, OR SLAB BRIDGE. THIS ALLOWS INSTREAM WORK TO BE COMPLETED IN THE DRY, SEPARATED FROM FLOWING WATER.B EXAMPLE SHOWN IS FOR THE REPLACEMENT OF A STRUCTURE WHEN TRAFFIC IS MAINTAINED ON THE ROADWAY. FOR AN EXAMPLE WHEN THE ROADWAY IS CLOSED TO TRAFFIC, OR A RUNAROUND IS USED, DURING CONSTRUCTION SEE EC-STR-30. TRAFFIC CONTROL SHOULD BE BASED ON THE SPECIFIC PROJECT, NOT ON THE EXAMPLE SHOWN.C EXAMPLE SHOWN IS FOR REPLACEMENT OF A MULTI-BARREL STRUCTURE. ADJUSTMENTS SHOULD BE MADE TO THE INSTREAM DIVERSION FOR WHEN A BRIDGE IS REPLACED WITH A MULTI-BARREL STRUCTURE.D THE CONSTRUCTION PHASING SHOWN IS AN EXAMPLE. THE CONSTRUCTION PHASING USED SHOULD BE BASED UPON FIELD CONDITIONS OF THE SPECIFIC PROJECT AT THE TIME OF CONSTRUCTION. THE INSTREAM DIVERSION SHOULD BE ADJUSTED ACCORDINGLY. E THE HEIGHT OF THE INSTREAM DIVERSION SHOULD BE A MINIMUM OF 1 FOOT HIGHER THAN THE ORDINARY FLOW IN THE REDUCED CHANNEL WIDTH.F DURING CONSTRUCTION OF THE INSTREAM DIVERSION, DAMAGE TO THE EXISTING STREAM AND CANOPY SHALL BE MINIMIZED. ALL EXISTING VEGETATION OUTSIDE THE CUT AND FILL LINES BUT INSIDE THE RIGHT-OF-WAY SHALL NOT BE DISTURBED UNLESS IT INTERFERES WITH SAFETY STANDARDS. G CONSTRUCTION SHALL PROCEED AS FOLLOWS: 1. USE INSTREAM DIVERSION TO DIVERT FLOW TO ONE SIDE OF THE EXISTING CHANNEL AND INTO BARREL(S) OF THE EXISTING CULVERT OR ONE SPAN OF EXISTING BRIDGE. 2. REMOVE PORTION OF EXISTING STRUCTURE, IF APPLICABLE, AND CONSTRUCT ONE OR MORE BARRELS OF THE PROPOSED CULVERT TO A LENGTH SUFFICIENT FOR TEMPORARY TRAFFIC LANES. PLACE INLET/OUTLET PROTECTION. 3. USE INSTREAM DIVERSION TO DIVERT FLOW TO OTHER SIDE OF THE EXISTING CHANNEL AND INTO BARREL(S) OF THE NEWLY CONSTRUCTED PROPOSED STRUCTURE AND BARREL(S) OR SPAN (S) OF THE EXISTING STRUCTURE. 4. REMOVE PORTION OF EXISTING STRUCTURE, IF APPLICABLE, AND CONSTRUCT REMAINING BARRELS OF THE PROPOSED STRUCTURE TO A LENGTH SUFFICENT FOR TEMPORARY TRAFFIC LANES. PLACE INLET/OUTLET PROTECTION. 5. MOVE TRAFFIC, REMOVE PORTION OF EXISTING STRUCTURE, AND CONSTRUCT REMAINING LENGTH OF ONE OR MORE BARRELS OF THE PROPOSED STRUCTURE. PLACE INLET/OUTLET PROTECTION. 6. USE INSTREAM DIVERSION TO DIVERT FLOW TO OTHER SIDE OF THE EXISTING CHANNEL AND INTO BARREL(S) OF THE NEWLY CONSTRUCTED PROPOSED STRUCTURE. 7. REMOVE REMAINING PORTION OF EXISTING STRUCTURE AND CONSTRUCT REMAINING BARREL(S) OF THE PROPOSED STRUCTURE. PLACE INLET/OUTLET PROTECTION. 8. REMOVE INSTREAM DIVERSION.H INSTREAM DIVERSION SHALL BE INSPECTED WEEKLY OR AFTER EVERY RAIN EVENT. ANY NEEDED REPAIRS SHALL BE DONE IMMEDIATELY.I INSTREAM DIVERSION MAY BE CONSTRUCTED OF SANDBAGS, JERSEY BARRIER, RIPRAP, SHEET PILING, OR OTHER MATERIALS USED TO SEPERATE THE FLOWING WATER FROM THE WORK AREA. J ONLY GEOTEXTILE FABRIC (TYPE III) LISTED ON THE QUALIFIED PRODUCTS LIST SHALL BE USED.K FOR INSTALLATION DETAILS AND ITEM NUMBERS FOR DEWATERING STRUCTURES (EC-STR-1), SEDIMENT FILTER BAGS (EC-STR-2), SILT FENCE (EC-STR-3B) AND SILT FENCE WITH WIRE BACKING (EC-STR-3C), SEE THEIR RESPECTIVE STANDARD DRAWINGS.L INSTREAM DIVERSIONS SHALL BE PAID FOR UNDER THE FOLLOWING ITEM NUMBERS: 209-65.04 TEMPORARY IN STREAM DIVERSION PER LINEAR FOOT DEWATERING STRUCTURES, SEDIMENT FILTER BAGS, SILT FENCE, AND SILT FENCE WITH WIRE BACKING SHALL BE PAID FOR ACCORDING TO THEIR RESPECTIVE STANDARD DRAWINGS. PAYMENT SHALL INCLUDE ALL MATERIALS AND LABOR NECESSARY FOR CONSTRUCTION, MAINTENANCE, AND REMOVAL OF INSTREAM DIVERSION.
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NESTED W-BEAMRAIL ELEMENTSSINGLE W-BEAMRAIL ELEMENT
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SEE NOTE BSLOPE (VARIES)
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D W
-B
EA
M (
705-01.0
1)
37’-6" N
ES
TE
D W
-B
EA
M (
705-01.0
1)
SEE NOTE BSLOPE (VARIES)
CA
SE
A
CA
SE
B
A DRAWING TO BE USED FOR GUARDRAIL PLACEMENT WHEN ENCOUNTERING AN OBSTRUCTION SMALLER THAN 12.5 FT WIDE.B A POST MAY BE OMITTED ON A RUN OF GUARDRAIL ONLY. THIS APPLICATION IS NOT TO BE USED AS PART OF AN ANCHOR.C ONLY ONE POST MAY BE OMITTED AT AN OBSTRUCTION.D WHEN MORE THAN ONE OBSTRUCTION IS ENCOUNTERED ON A RUN OF GUARDRAIL, THREE CONSECUTIVE POSTS SHALL BE INSTALLED PRIOR TO OMITTING ANOTHER POST.E SEE STANDARD DRAWING RD01-SERIES FOR SLOPE CRITERIA.
GE
NE
RA
L N
OT
ES
LONG SPAN GUARDRAIL - ONE POST OMITTED
11
-1
0-0
9
SNAP PT
SNAP PT
ST
AT
E O
F T
EN
NE
SS
EE
DE
PA
RT
ME
NT
OF
TR
AN
SP
OR
TA
TIO
N
S-G
R-46
PT
VA
RIE
S
PC
C
LE
AR
AR
EA
PO
IN
T A
LE
NG
TH
= 2
5’
18’- 9"
WIDTH = 15’
SE
E N
OT
E C
PT
VA
RIE
S
L (
SE
E T
AB
LE
)
W (SEE TABLE)
18’- 9"
RA
DIU
S =
35
’ M
AX
.
PO
IN
T A
6 8 11
CL
EA
R A
RE
A
35’- 0
"
25’- 6
"
17’- 0
"
RA
DIU
S
LW
30’
40’
50’
15
’
20’
20’
SE
ET
AB
LE
FO
R
NU
M
BE
R
OF
CR
T
S
NUMBER OFCRT POSTS(SEE NOTE J)
PO
IN
T A
8’- 6"MAX RADIUS(SEE NOTE F)
GE
NE
RA
L N
OT
ES
(S
EE
NO
TE
G)
CL
EA
R A
RE
A
(S
EE
NO
TE
G)
6’-0
"
28"
16"
21"
7"
3 1/2 " DIA.HOLES8" X 6" X 14"BLOCKOUT(SEE S-GR-13)8" X 6" X 6’-0"WOOD POST"SEE MANUFACTURER’SSHOP DRAWINGS" FORHARDWARE AND CONNECTIONDETAILS (SEE GENERALNOTE K AND S-GR-12)
DIR
EC
TIO
N O
F T
RA
FF
IC
DIR
EC
TIO
N O
F T
RA
FF
IC
SIDE ROAD ORDRIVEWAYPOST AND CLEAR AREAREQUIREMENTSPOINT B(CRT POSTWITH BLOCK)POINT B(CRT POSTWITH BLOCK)
10
:1
10:1
10:1
10
:1
PO
TS
GUARDRAIL CONNECTIONGUARDRAIL CONNECTION
6’-0
"
28"
16"
21"
7"
3 1/2 " DIA.HOLES8" X 6" X 6’-0"WOOD POST"SEE MANUFACTURER’SSHOP DRAWINGS" FORHARDWARE AND CONNECTIONDETAILS (SEE GENERALNOTE K AND S-GR-12)1 SPACE MIN.AT 6’- 3"ONE SPACE MIN.AT 6’- 3" RAIL IS NOT ATTACHEDTO POST
ON
E S
PA
CE
MIN
. A
T 6
’- 3
"
CRT POST 2 WITHBLOCK DETAIL
CR
T P
OS
T 1
DE
TA
IL
1
2
1
1
1
NU
T CR
T P
OS
T
3/4
" H
OL
E
1 1
/2" W
AS
HE
R
5/16" X
9" B
OL
T
VIEW A
(S
EE
NO
TE
S B
AN
D E
)
(S
EE
NO
TE
S B
AN
D E
)
ALTERNATIVE: SLOTTEDGUARDRAIL TERMINALANCHOR (TYPE 21)(S-GR-26)TERMINALGUARDRAILTYPE 13ALTERNATE(S-GR-19C)(SEE NOTE E)TERMINAL GUARDRAILTYPE 13 ALTERNATE(S-GR-19C)(SEE NOTE E) (SEE NOTE E)SIDE ROAD ORDRIVEWAYGUARDRAIL RADIUSIDENTIFICATION PLATE(SEE DETAIL)6’- 3" POSTSPACING (TYP.)VIEW APCX SPACES AT 6’- 3"(1 SPACE MIN.)SNUG FITTINGINSERT 3/8 " I.D.,7 1/2 " LONGTHIS STANDARD DRAWING IS TO BE USED AT INTERSECTIONS WITH RADII OF 35 FEET OR LESS. DESIGNER IS TO VERIFY THE ENTIRE LENGTH CAN BE CONSTRUCTED WITHIN THE PROPOSED RIGHT-OF-WAY.SEE STANDARD DRAWINGS (S-GR-22, S-GR-23, S-GR-23A) FOR GUARDRAIL CONNECTION TO BRIDGE RAIL AND CONCRETE BARRIER.THE SLOPE FROM THE EDGE OF THE SHOULDER INTO THE FACE OF GUARDRAIL SHOULD NOT BE STEEPER THAN 10(H):1(V).SEE STANDARD DRAWINGS (S-GR-12, S-GR-13, S-GR-13A, S-GR-14) FOR POSTS, RAIL, AND HARDWARE STANDARDS FOR CONSTRUCTION.USE APPROPRIATE END TERMINAL PER STANDARD DRAWINGS (S-GR-19, S-GR-26, S-GR-43).FOR THE 8’-6" RADIUS, FIVE POSTS ARE REQUIRED INCLUDING THE POST AT POINT B.THE CLEAR AREA BEHIND THE GUARDRAIL SHALL REMAIN UNOBSTRUCTED AND UNENCUMBERED TO ALLOW THE GUARDRAIL TO FUNCTION PROPERLY. OBSTACLES (I.E., ENDWALLS, SIGNS, DITCHES, ETC.) WITHIN THIS AREA MUST BE REMOVED, RELOCATED, OR REDESIGNED.W-BEAMS SHALL BE SHOP BENT AS REQUIRED.LIMIT OF CURVED GUARDRAIL IS FROM POINT A TO POINT B.FEWER CRT POST ARE REQUIRED FOR SMALLER RADII; INCLUDE CRT POST AT POINT B. ATTACH GUARDRAIL TO POST WITH A 5/16 " X 9" LONG BOLT, A 3/8 " I.D. X 7 1/2 " SNUG FITTING INSERT AND A 1 1/2 " WASHER WITH NUT ON BACK OF POST.THE FLAT WASHER IS USED UNDER THE NUT, BEHIND THE POST ONLY. NO WASHER IS USED AT THE RAIL. ABCDEFGHIJKGUARDRAIL TERMINAL ANCHORSEE STANDARD S-GR-19CGUARDRAIL TERMINAL ANCHOR SEE STANDARD S-GR-19C CURVED GUARDRAIL
A
PP
RO
VA
L N
OT
RE
QU
IR
ED
.
M
IN
OR
RE
VIS
IO
N -
- F
HW
A
LO
CA
TIO
NB
EN
DIN
G D
IME
NS
ION
S
CODE NO.BARSIZE
ab
cd
eL
EN
GT
H
NO. REQ’D.
3 2W
ING
WA
LL
S
WIN
GW
AL
LS
WIN
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AL
LS
WIN
GW
AL
LS
2W
ING
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S
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ING
WA
LL
S
2 2 2 2 2 2 1 4
TO
EW
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ING
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ING
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ING
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ING
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ING
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AB
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ING
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LL
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ING
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LL
BO
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OM
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AB
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ING
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LL
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OM
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AB
& W
ING
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LL
BO
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AB
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ING
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LL
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ING
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LL
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ING
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ING
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LL
BO
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OM
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AB
& W
ING
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LL
BO
TT
OM
SL
AB
& T
OE
WA
LL
4 5 7 5
HE
AD
WA
LL
WIN
GW
AL
L
WIN
GW
AL
L
5 7 7 7 74 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4
1 1 1 1 1 1 1 1 1 1 1 1
BE
ND
ING
DIM
EN
SIO
NS
ab
cd
eL
EN
GT
H
NO. REQ’D.
3 2 4 2 2 2 2 2 2 2 2 1 61 1 1 1 1 1 1 1 1 1 1 1
BE
ND
ING
DIM
EN
SIO
NS
ab
cd
eL
EN
GT
H
NO. REQ’D.
3 2 2 2 2 2 2 2 1 61 1 1 1 1 1 1 1 1 1 1 1
BE
ND
ING
DIM
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SIO
NS
ab
cd
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GT
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NO. REQ’D.
3 2 2 4 2 2 2 2 2 1 61 1 1 1 1 1 1 1 1 1 1 1
BE
ND
ING
DIM
EN
SIO
NS
ab
cd
eL
EN
GT
H
NO. REQ’D.
3 2 2 2 4 2 2 2 2 2 1 61 1 1 1 1 1 1 1 1 1 1 1
BE
ND
ING
DIM
EN
SIO
NS
ab
cd
eL
EN
GT
H
NO. REQ’D.
3 2 2 2 4 2 2 2 1 8
2 1 1 1 1
2 2 2 2 1 1 1 1 1 1 1 1 4 2
2 2 2 2 2 1 1 1 1 1 1 1 1 1 1 1 4 22 42 2 2 2 2 2 1 1 1 1 1 1 1 1 1 1 1 1 1 1
2 2 2 2 2 2 2 2 2 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 2 4
BA
R A
BA
R B
BA
R H
BA
R S
BA
R V
BA
R Wa a
a
a
b b
c
c
cc
3"
LG
3"
WG
3"
WG/2
3"
ST
EE
L P
IP
E G
RA
TE
PL
AN
NO
TE
:
REINFORCING STEEL LEGEND
b
b
bb
bb
bb
e
aa
BIL
L O
F S
TE
EL
d
d
SE
CT
IO
N A
-A
AA
CONCRETE ENDWALLTYPE "U" WITH STEEL PIPE GRATE
GE
NE
RA
L N
OT
ES
CONCRETE ENDWALL SHALL BE CONSTRUCTED IN ACCORDANCE WITH STANDARD SPECIFICATIONS,SECTION 611 AND/OR SPECIAL PROVISIONS.THE MATERIAL AND PAINTING FOR STRUCTURAL STEEL GRATE SHALL CONFORM TO THE FOLLOWINGSPECIFICATIONS:
A S
TE
EL
PIP
E A
ST
M A
53
, T
YP
E E
OR
S,
GR
AD
E A
OR
B,
SC
HE
DU
LE
40
.
B T
HE
GR
AT
E S
HA
LL
BE
PA
IN
TE
D B
LA
CK
, F
ED
ER
AL
SP
EC
. T
T-E
-489J, A
FT
ER
FA
BR
IC
AT
IO
N.
THE MATERIAL AND GALVANIZING FOR BOLTS, NUTS, AND WASHERS SHALL CONFORM TO THE FOLLOWINGSPECIFICATIONS:
A B
OL
TS
, N
UT
S A
ND
WA
SH
ER
S A
ST
M A
30
7
B G
AL
VA
NIZ
IN
G A
ST
M A
153
PA
YM
EN
T W
ILL
BE
MA
DE
UN
DE
R:
IT
EM
NO
. 611-07.0
2, S
TE
EL
BA
R R
EIN
FO
RC
IN
G (
PIP
E E
ND
WA
LL
S) -
----L
B.
1 2 3 4 5
THE COST OF FURNISHING BOLTS, NUTS, AND WASHERS, INCLUDING ALL MATERIALS, LABOR ANDINCIDENTALS NECESSARY TO COMPLETE THE INSTALLATION, SHALL BE INCLUDED IN THE PRICE BIDFOR PIPE ENDWALL.FOR 18" THRU 48" PIPES6:1 SLOPE
LG
/2
(3
0" &
36
" P
IP
ES
)
(L
G-6")/3
(42" &
48" P
IP
ES
)
(L
G-6")/3
3" NOMINAL
3/4 " DIA. x 8"STD. HEX HEADBOLTBOLT SHALL NOT EXTENDMORE THAN 1/2 " ABOVE TOPOF NUT.
A4
00
A4
01
A4
02
A4
03
A4
04
A4
05
A5
00
A7
00
A7
01
A7
02
A7
03
B4
00
B401
B4
02
B403
B4
04
B4
05
B4
06
B4
07
B4
08
B4
09
H4
00
H4
01
H4
02
H4
03
H4
04
H4
05
H4
06
H4
07
H4
08
H4
09
H4
10
H4
11
H4
12
H4
13
H4
14
H4
15
H4
16
H4
17
H4
18
H4
19
H4
20
H4
21
H4
23
H4
24
H4
25
H4
26
H4
27
H4
28
H4
29
H4
30
H4
22
S400
V5
00
V7
00
W500
18" P
IP
E24" P
IP
E30" P
IP
E36" P
IP
E42" P
IP
E48" P
IP
E
2’-7
"
11’-8"
5’-8
"
11
’-1
0"
1’-5
"
1’-4
"
2’-7
"
1’-11"
1’-3
"
0’-7
"
2’-7
"
2’-7
"
2’-7
"
2’-7
"
2’-7
"
2’-7
"
2’-7
"
2’-7
"
2’-7
"
2’-7
"
2’-7
"
2’-7
"
2’-7
"
11’-8"
1’-2
"
1’-2
"
1’-2
"
2’-10"
2’-9
"
2’-3
"
2’-1
"
1’-11"
1’-9
"
1’-7
"
1’-5
"
1’-3
"
1’-1
"
0’-11"
0’-9
"
0’-7
"
0’-4
"0
’-8
"1
’-4
"
2’-7
"
11’-8"
5’-8
"
11
’-1
0"
1’-5
"
1’-4
"
2’-7
"
3’-1
"
2’-5
"
1’-9
"
8’-3
"
8’-1
"
7’-1
"
6’-9
"
6’-5
"
6’-1
"
5’-9
"
5’-5
"
5’-1
"
4’-9
"
4’-5
"
4’-1
"
3’-9
"
14’-0"
3’-2
"
15’-2"
9’-2
"
15’-5"
1’-10"
1’-9
"
3’-2
"
2’-6
"
1’-10"
1’-2
"
0’-6
"
3’-2
"
3’-2
"
3’-2
"
3’-2
"
3’-2
"
3’-2
"
3’-2
"
3’-2
"
3’-2
"
3’-2
"
3’-2
"
3’-2
"
3’-2
"
3’-2
"
3’-2
"
3’-2
"
3’-2
"
3’-2
"
15’-2"
1’-0
"
1’-0
"
1’-0
"
1’-0
"
0’-9
"
3’-5
"
3’-4
"
2’-10"
2’-8
"
2’-6
"
2’-4
"
2’-2
"
2’-0
"
1’-10"
1’-8
"
1’-6
"
1’-4
"
1’-2
"
1’-0
"
0’-10"
0’-8
"
0’-6
"
0’-4
"0
’-8
"1
’-4
"
3’-2
"
15’-2"
9’-2
"
15’-5"
1’-10"
1’-9
"
3’-2
"
3’-6
"
2’-10"
2’-2
"
1’-6
"
3’-11"
10’-0"
9’-10"
8’-10"
8’-6
"
8’-2
"
7’-10"
7’-6
"
7’-2
"
6’-10"
6’-6
"
6’-2
"
5’-10"
5’-6
"
5’-2
"
4’-10"
4’-6
"
4’-2
"
17’-6"
3’-9
"
19’-2"
13’-2"
7’-2
"
2’-2
"
2’-2
"
3’-2
"
2’-6
"
1’-10"
1’-2
"
0’-6
"
1’-2
"
3’-9
"
3’-9
"
3’-9
"
3’-9
"
3’-9
"
3’-9
"
3’-9
"
3’-9
"
3’-9
"
3’-9
"
3’-9
"
3’-9
"
3’-9
"
3’-9
"
3’-9
"
3’-9
"
3’-9
"
3’-9
"
3’-9
"
3’-9
"
3’-9
"
19’-2"
9’-9
"
1’-6
"
1’-3
"
1’-3
"
1’-3
"
1’-3
"
1’-3
"
0’-10"
4’-1
"
4’-0
"
3’-6
"
3’-4
"
3’-2
"
3’-0
"
2’-10"
2’-8
"
2’-6
"
2’-4
"
2’-2
"
2’-0
"
1’-10"
1’-8
"
1’-6
"
1’-4
"
1’-2
"
1’-0
"
0’-10"
0’-8
"
0’-6
"
0’-4
"
0’-8
"
0’-4
"
0’-8
"
0’-8
"
0’-9
"
1’-4
"
9’-1
"
1’-6
"
3’-9
"
19’-2"
13’-2"
7’-2
"
2’-2
"
2’-2
"
4’-5
"
3’-9
"
3’-1
"
2’-5
"
1’-9
"
2’-0
"
11
’-1
1"
11’-9"
10’-9"
10’-5"
10’-1"
9’-9
"
9’-5
"
9’-1
"
8’-9
"
8’-5
"
8’-1
"
7’-9
"
7’-5
"
7’-1
"
6’-9
"
6’-5
"
6’-1
"
5’-9
"
5’-5
"
4’-9
"
21’-6"
4’-5
"
4’-4
"
16’-8"
10’-8"
2’-2
"
2’-6
"
2’-5
"
3’-9
"
3’-1
"
2’-5
"
1’-9
"
1’-1
"
0’-7
"
22’-8"
4’-8
"
4’-4
"
4’-4
"
4’-4
"
4’-4
"
4’-4
"
4’-4
"
4’-4
"
4’-4
"
4’-4
"
4’-4
"
4’-4
"
4’-4
"
4’-4
"
4’-4
"
4’-4
"
4’-4
"
4’-4
"
4’-4
"
4’-4
"
4’-4
"
4’-4
"
4’-4
"
4’-4
"
4’-4
"
22’-8"
11’-6"
1’-10"
1’-6
"
1’-6
"
1’-6
"
1’-6
"
1’-6
"
1’-6
"
0’-10"
1’-0
"
4’-8
"
4’-7
"
4’-1
"
3’-11"
3’-9
"
3’-7
"
3’-5
"
3’-3
"
3’-1
"
2’-11"
2’-9
"
2’-7
"
2’-5
"
2’-3
"
2’-1
"
1’-11"
1’-9
"
1’-7
"
1’-5
"
1’-3
"
1’-1
"
0’-11"
0’-9
"
0’-7
"
0’-4
"
0’-8
"
0’-4
"
0’-8
"
0’-8
"
0’-8
"
1’-4
"
10
’-1
0"
1’-10"
4’-4
"
16’-8"
10’-8"
2’-2
"
2’-6
"
2’-5
"
5’-3
"
4’-7
"
3’-11"
3’-3
"
2’-7
"
2’-1
"
23’-6"
5’-8
"
13’-8"
13’-6"
12’-6"
12’-2"
11
’-1
0"
11’-6"
11’-2"
10
’-1
0"
10’-6"
10’-2"
9’-10"
9’-6
"
9’-2
"
8’-10"
8’-6
"
8’-2
"
7’-10"
7’-6
"
7’-2
"
6’-10"
6’-6
"
6’-2
"
5’-10"
5’-6
"
25’-0"
24’-4"
5’-0
"
4’-11"
4’-11"
19’-8"
19’-8"
13’-8"
13’-8"
7’-8
"7
’-8
"
2’-3
"2
’-3
"
2’-10"
2’-10"
2’-9
"2
’-9
"
4’-3
"
3’-7
"
2’-11"
2’-3
"
1’-7
"
0’-11"
0’-7
"
25’-8"
1’-8
"
4’-11"
4’-11"
4’-11"
4’-11"
4’-11"
4’-11"
4’-11"
4’-11"
4’-11"
4’-11"
4’-11"
4’-11"
4’-11"
4’-11"
4’-11"
4’-11"
4’-11"
4’-11"
4’-11"
4’-11"
4’-11"
4’-11"
4’-11"
4’-11"
4’-11"
4’-11"
4’-11"
25’-8"
2’-1
"
8’-4
"
1’-10"
1’-10"
1’-10"
1’-10"
1’-10"
1’-10"
1’-10"
0’-10"
1’-8
"
5’-2
"
5’-1
"
4’-7
"
4’-5
"
4’-3
"
4’-1
"
3’-11"
3’-9
"
3’-7
"
3’-5
"
3’-3
"
3’-1
"
2’-11"
2’-9
"
2’-7
"
2’-5
"
2’-3
"
2’-1
"
1’-11"
1’-9
"
1’-7
"
1’-5
"
1’-3
"
1’-1
"
0’-11"
0’-9
"
0’-7
"
0’-4
"
0’-4
"
0’-8
"
0’-8
"
0’-9
"
0’-8
"
1’-4
"
2’-1
"
8’-2
"8
’-6
"
6’-1
"
5’-5
"
4’-9
"
4’-1
"
3’-5
"
2’-9
"
2’-5
"
26’-6"
3’-4
"
15’-3"
15’-1"
14’-1"
13’-9"
13’-5"
13’-1"
12’-9"
12’-5"
12’-1"
11’-9"
11’-5"
11’-1"
10’-9"
10’-5"
10’-1"
9’-9
"
9’-5
"
9’-1
"
8’-9
"
8’-5
"
8’-1
"
7’-9
"
7’-5
"
7’-1
’
6’-9
"
6’-5
"
6’-1
"
28’-0"
5’-7
"
29’-0"
5’-6
"
23’-2"
17’-2"
11’-2"
2’-6
"
3’-1
"
3’-0
"
4’-10"
4’-2
"
3’-6
"
2’-10"
2’-2
"
1’-6
"
0’-10"
0’-6
"
29’-2"
5’-2
"
5’-6
"
5’-6
"
5’-6
"
5’-6
"
5’-6
"
5’-6
"
5’-6
"
5’-6
"
5’-6
"
5’-6
"
5’-6
"
5’-6
"
5’-6
"
5’-6
"
5’-6
"
5’-6
"
5’-6
"
5’-6
"
5’-6
"
5’-6
"
5’-6
"
5’-6
"
5’-6
"
5’-6
"
5’-6
"
5’-6
"
5’-6
"
5’-6
"
5’-6
"
5’-6
"
5’-6
"
29’-2"
2’-5
"
9’-7
"
1’-1
"
1’-1
"
1’-1
"
1’-1
"
1’-1
"
1’-1
"
1’-1
"
1’-1
"
0’-11"
1’-4
"
5’-9
"
5’-8
"
5’-2
"
5’-0
"
4’-10"
4’-8
"
4’-6
"
4’-4
"
4’-2
"
4’-0
"
3’-10"
3’-8
"
3’-6
"
3’-4
"
3’-2
"
3’-0
"
2’-10"
2’-8
"
2’-6
"
2’-4
"
2’-2
"
2’-0
"
1’-10"
1’-8
"
1’-6
"
1’-4
"
1’-2
"
1’-0
"
0’-10"
0’-8
"
0’-6
"
0’-4
"
0’-4
"
0’-8
"
0’-8
"
0’-8
"
0’-8
"
1’-4
"
2’-5
"
9’-4
"9
’-2
"
5’-6
"
23’-2"
17’-2"
11’-2"
2’-6
"
3’-1
"
3’-0
"
5’-11"
5’-3
"
4’-7
"
3’-11"
3’-3
"
2’-7
"
1’-11"
1’-7
"
30’-1"
6’-6
"
17’-0"
16
’-1
0"
15
’-1
0"
15’-6"
15’-2"
14
’-1
0"
14’-6"
14’-2"
13
’-1
0"
13’-6"
13’-2"
12
’-1
0"
12’-6"
12’-2"
11
’-1
0"
11’-6"
11’-2"
10
’-1
0"
10’-6"
10’-2"
9’-10"
9’-6
"
9’-2
"
8’-10"
8’-6
"
8’-2
"
7’-10"
7’-6
"
7’-2
"
6’-10"
6’-6
"
31’-6"
6’-2
"
32’-1"
7/8 " x 2" SLOT (TOP & BOTTOM)(TYPICAL)
5’-1
"
IT
EM
NO
. 611-07.0
1, C
LA
SS
A C
ON
CR
ET
E (
PIP
E E
ND
WA
LL
S) -
----C
U. Y
D.
20
’-1
0"
3" N
OM
INA
L
d
IT
EM
NO
. 611-07.0
3, S
TR
UC
TU
RA
L S
TE
EL
(P
IP
E E
ND
WA
LL
S) -
----L
B.
6
D-P
E-6B
(2)
SNAP PT
SNAP PT
ST
AT
E O
F T
EN
NE
SS
EE
DE
PA
RT
ME
NT
OF
TR
AN
SP
OR
TA
TIO
N
REV. 4-15-00: MODIFIEDBENDING DIMENSIONS INBILL OF STEEL TABLE.REV. 5-27-01: CHANGEDDESCRIPTION FOR ITEM NO. 611-07.03.REV. 7-17-07: ADDED GENERAL NOTE 6.REV. 3-20-86: CHANGED FEDERAL PAINT SPECIFICATION.REV. 5-27-99: CHANGED PAINT SPECIFICATION TO TT-E-489J.
SE
E D
-P
E-3
B(1
) F
OR
SK
EW
ED
CO
NN
EC
TIO
N D
ET
AIL
.
REV. 6-1-09: ADDED GENERAL NOTE 7.REV. 7-19-10: DELETEDGENERAL NOTE 7.
H401
H400
B400
B401
B402
A400
L1
12"c.-
c.
(T
YP
.)
S400
S400
8"
PL
AN
12"c.-c.
(TYP.)
6"
2"
H402
H403
H404
H405
H406
H407
H408
H409
H410
H411
H412
H413
H414
H415
A400
H416
H417
H418
H419
H420
H421
H422
H423
H424
H425
H426
H427
H428
H429
H430
B406
B403
B404
B405
S400
4"
A500
H400
H401
H403
H402
H406
H407
H410
H411
H414A
40
4
A4
03
A4
02
S400
1’-0
"4
"
H
12"c.-c.
(T
YP
.)
L1
1’-4"
8"
6"
SE
CT
IO
N "
A"-"A
"
A500
A4
05
B400
B401
2"
1’-4
"6
"2
"
2"
3 1
/4 "
H405
H408
H409
H412
B402
H413
B403
H417
H415
H416
H418
H419
H420
B404
H421
H422
H423
H424
B405
H425
H426
H427
H428
B406
H429
A401
L3
1’-0"
DIM
EN
SIO
NS
AN
D Q
UA
NT
ITIE
S F
OR
ON
E E
ND
WA
LL
CO
NC
RE
TE
EN
DW
AL
L D
IME
NS
ION
S
ES
TIM
AT
ED
QU
AN
TIT
IES
HW
15
"
18
"
24
"
30
"
36
"
42
"
LL
L1
23
48
"
3’-1 3
/4 "
3’-9 1
/4 "
4’-5 1
/4 "
5’-1 1
/4 "
5’-9 1
/4 "
1
14
’-0
"
15
’-0
"
18
’-0
"
22
’-0
"
26
’-0
"
30
’-0
"
13
’-2
1/4
"
16
’-2
3/4
"
20
’-3
1/2
"
24
’-4
"
28
’-4
3/4
"
29
’-5
"
3’-3 3
/4 "
5’-1
1 1
/4 "
31
’-0
"
1’-0
"
2’-
1/4
"
1’-1 1
/2 "
1’-2"
1’-2 3
/4 "
1’- 3
/4 "
2’-2 3
/4 "
WG
NO
. R
EQ
D.
3 3 4 5 6 7 7
H404
H430
2L
(T
YP
IC
AL
)
(TYP.)
12"c.-c.
2" (
TY
PIC
AL
)
W
2"
4"
A400
A400
A400
1’-4"6"
3"
"B""B"
PL
AN
3’-0
"
2’-0
"6"
6"
3"
3"
5"5"
2"
WG
5" X
5" X
5/1
6 "
AN
GL
E
TY
PIC
AL
3/1
6 "
SE
CT
IO
N "
B"-"B
"
NO
TE
:
ST
EE
L P
IP
E G
RA
TE
3/4
" X
2" S
LO
T
(T
YP
IC
AL
)
2"
1 1
2
11
16
1
2 /
/
/
"
""
O A
NC
HO
R B
OL
T/
/"
AN
CH
OR
BO
LT
AS
SE
MB
LY
7
9
64/
"
7
16"
5
8
/
1 3
/4 "
1 1/8 "
2" (
TY
PIC
AL
)
2’-0"
H
10"
2’-1
0"
4’-10"
4’-7
"
2’-7
"
5’-9
"
5’-2
"
3’-5
"
3’-1
"
3’-8
"
4’-3
"
5’-5
"
6’-0
"
1.5
5
1.7
8
2.4
9
3.5
5
4.8
2
6.2
7
6.9
1707
653
403
521
292
222
203
26
6
277
405
89
8
1,7
12
1,5
60
1,2
07
6"
OF PIPE +2"
6"
A
PP
RO
VA
L N
OT
RE
QU
IR
ED
.
M
IN
OR
RE
VIS
IO
N -
- F
HW
A
W
6"
6"
OU
TS
ID
E D
IA
.
OF
PIP
E +
2"
6"
H400 THRU H430
A502
A501
A501
A5
03
(3
6"-4
8" P
IP
E)
A5
03
SE
E D
-S
EW
-6
DB
FO
R B
IL
L O
F S
TE
EL
.
AL
TE
RN
AT
E D
RIL
LE
D I
N A
NC
HO
RS
2’-10"
4’-0
"
6"
W
6"
5"
5"
WG
4"
2"
3"
HE
AD
WA
LL
EL
EV
AT
ION
12"
"A
""A
"
W
OUTSIDE DIAMETER
12
’-2
"
PIPECULV.DIA.CLASS "A"CONCRETECU. YD.STRUCT.STEELLB.STEEL BARREINF.1 LB.STRUCTURAL STEELGRATE DIMENSIONSAND QUANTITYTOEWALLELEVATION3" (NOMINAL)PIPESHOWING ANCHOR BOLTSANDPARTIAL WINGWALLSBOLTS SHALL NOT EXTENDMORE THAN 1/2 " ABOVETOP OF NUTS.FOR 15" THRU 48"PIPES - 6:1 SLOPE4 LIFTINGANCHOR INSERTS2"(TYPICAL)2"(TYPICAL)CONCRETE ENDWALLTYPE "SD" WITHSTEEL PIPE GRATECERTIFICATION : THE CONTRACTOR SHALL FURNISH CERTIFIED ANCHOR PULL OUT DATA FROM AN INDEPENDENT TESTING LABORATORY USING CLASS "A" CONCRETE AS PRESCRIBED BY TENNESSEE HIGHWAY SPECIFICATIONS. THE REQUIRED ULTIMATE LOAD FOR 5/8 " DIAMETER ANCHORS IS 11,000 POUNDS. IN PLACE REQUIREMENTS : THE UNITS SHALL BE SUBSET 3/32 " TO 1/4 " AND TORQUED, WITH STEEL PIPE GRATE IN PLACE, TO AN EQUIVALENT DIRECT PULL OUT LOAD 60 PERCENT OF REQUIRED ULTIMATE LOAD. SLIPPAGE SHALL NOT EXCEED 1/4 ". THE DEPARTMENT WILL PERFORM TESTING OF ANCHORS ON SITE TO INSURE THE SPECIFIED IN PLACE REQUIREMENTS. INSTALLATIONS NOT MEETING THESE REQUIREMENTS MUST BE CORRECTED AT THE CONTRACTOR’S EXPENSE. 3" (NOMINAL)PIPETHE SAFETY ENDWALL SHOWN ON STANDARD DRAWING D-SEW-6DC MAY BE SUBSTITUTED FOR THIS SAFETY ENDWALL. BOTH THESE ENDWALLS ARE TO BE USED FOR SIDEDRAINS ONLY.
S
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N-B
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REV. 11-6-89: ADDED FOOTNOTENO. 1 UNDER DIMENSION ANDQUANTITIES FOR ONE ENDWALLTABULATED BLOCK.REV. 10-26-92: CHANGED SHEETNUMBER FROM D-SEW-6D(1) TOD-SEW-6DA. CHANGED REFERENCETO BILL OF STEEL FROMD-SEW-6D(2) TO D-SEW-6DB.REV. 5-27-94: ADDED ALTERNATEDRILLED - IN ANCHORS. REV. 5-27-99: CHANGED PAINTSPECIFICATION TO TT-E-489J.REV. 3-30-00: MODIFIES TOE WALL AND CLASS "A" CONCRETE QUANTITIES. REV. 5-15-00: ADDED SIDEDRAINENDWALL ALTERNATE NOTE. REV. 5-27-01: CHANGEDDESCRIPTION FOR ITEM NO. 611-07.03.REV. 7-29-92: REDREW, RENAMEDAND REORGANIZED SHEET. CHANGEDSHEET NUMBER FROM D-PE-6D(1)TO D-SEW-6D(1). ADDED REFERENCETO TYPE "SD" ENDWALL. UPDATEDSPECIFICATIONS IN THE GENERALNOTES. CHANGED ALL ESTIMATEDQUANTITIES IN THE TABULATED BLOCK.
2-2
6-8
7D
-SE
W-6
DA
SNAP PT
SNAP PT
ST
AT
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F T
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PA
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OF
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REV. 6-1-09: ADDED GENERAL NOTE 5 UNDER E.REV. 7-19-10: DELETED GENERAL NOTE 5 E.
A
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RO
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L N
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.
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3’-2
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3’-9
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4’-5
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12
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16
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20
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16
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11
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20
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6 "
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S F
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DW
AL
L D
IME
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S
ES
TIM
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ED
QU
AN
TIT
IES
HW
18"
24"
30"
LL
L1
23
1’-4
1/8
"
WG
NO
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EQ
D.
3 4 5
3’-5"
3’-1"
3’-8"
4’-3"
1.8
4
2.5
7
3.6
44
91
360
23
82
77
40
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4’-0"
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"A
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W
1
2
1
H500
H501
H502
H503
H504
H505
H506
H507
H508
H509
H510
H511
H512
H514
H515
H516
H517
H518
H519
A500
H513
6" 6"
8"
A5
O3
A5
02
S500
1’-0
"
4"
H507
H509
H510
H511
H514
H515
H513
H517
H518
H519
8"
12"
12"2" CLEAR
8"
12"
H520
L4
1’-0
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6"
AL
TE
RN
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D I
N A
NC
HO
RSA
50
01
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A504
H5
22
A501
H
12
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0’-10 1
1/16 "
0’-1
1 3
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"
1’-0
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1’-0
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3"
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PL
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2’-0
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6"
3"
3"
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6 "
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(T
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)
6"
W
6"
5"
5"
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4"
2"
3"
H508
H512
H516
H520
2 1
1/1
6 "
4L
HE
AD
WA
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AT
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W
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(O
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SID
E)
6"
A506(IN
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6"
W
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TS
ID
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IA
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OF
PIP
E +
2"
H
H521
A5
02
S500
H5
00
A5
O3
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LE
AR
A8
00
A505(OUTSIDE)
A506(INSIDE)
10"
A5
04
6"
L3
A5
04
12
" C
-C
2" CLEAR
H521 AND
H500
H501
H502
H503
H504
H505
H506
2"
1 3
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7/1
6 "
1 1
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9/6
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11
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CONCRETE ENDWALLTYPE "SD" WITHSTEEL PIPE GRATEFOR 18" THRU 30"PIPES - 6:1 SLOPEPIPECULV.DIA.CLASS "A"CONCRETECU. YD.STRUCT.STEELLB.STEEL BARREINF.1 LB.STRUCTURAL STEELGRATE DIMENSIONSAND QUANTITY12"C-CCERTIFICATION : THE CONTRACTOR SHALL FURNISH CERTIFIED ANCHOR PULL OUT DATA FROM AN INDEPENDENT TESTING LABORATORY USING CLASS "A" CONCRETE AS PRESCRIBED BY TENNESSEE HIGHWAY SPECIFICATIONS. THE REQUIRED ULTIMATE LOAD FOR 5/8 " DIAMETER ANCHORS IS 11,000 POUNDS. IN PLACE REQUIREMENTS : THE UNITS SHALL BE SUBSET 3/32 " TO 1/4 " AND TORQUED, WITH STEEL PIPE GRATE IN PLACE, TO AN EQUIVALENT DIRECT PULL OUT LOAD 60 PERCENT OF REQUIRED ULTIMATE LOAD. SLIPPAGE SHALL NOT EXCEED 1/4 ". THE DEPARTMENT WILL PERFORM TESTING OF ANCHORS ON SITE TO INSURE THE SPECIFIED IN PLACE REQUIREMENTS. INSTALLATIONS NOT MEETING THESE REQUIREMENTS MUST BE CORRECTED AT THE CONTRACTOR’S EXPENSE. 3" (NOMINAL)PIPESHOWING ANCHOR BOLTSANDPARTIAL WINGWALLSBOLTS SHALL NOT EXTENDMORE THAN 1/2 " ABOVETOP OF NUTS.3" (NOMINAL)PIPE 5/8 " DIA. ANCHORBOLTTHIS ENDWALL MAY BE USED FOR SIDEDRAINS IN LIEU OF THE SAFETY ENDWALL SHOWN ON STANDARD DRAWING D-SEW-6DA. IT IS TO BE USED FOR SIDEDRAINS ONLY. OUTSIDE DIAMETER OF PIPE + 2"4 LIFTING ANCHOR INSERTSREV. 5-27-01: CHANGEDDESCRIPTION FOR ITEM NO. 611-07.03. IN GENERALNOTE 2 ADDED SUB-SECTIONNOTE E.REV. 4-15-05: MODIFIED REINFORCING STEEL IN HEADWALL AND INCREASEDREINFORCING STEEL ACCORDINGLY IN TABLE.
5-1
5-0
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W-6
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S 0.216") - F
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MB
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611-07.0
1, C
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WA
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1-0
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2,
ST
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FO
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IT
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MB
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611-07.0
3, S
TR
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TU
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L S
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(P
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REV. 6-1-09: ADDED GENERAL NOTE 5 UNDER E.
SE
CT
IO
N 6
11
A
ND
/O
R S
PE
CIA
L P
RO
VIS
IO
NS
.
G
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A
O
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HT
C
LA
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X
XS
(W
AL
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HIC
KN
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S 0
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00
") - F
OR
3
0" T
HR
U 4
8" D
IA
ME
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TH
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D G
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VA
NIZ
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UT
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SH
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S S
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FO
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TH
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LS
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AB
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A
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TA
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N
EC
ES
SA
RY
REV. 7-19-10: DELETED GENERAL NOTE 5 E.
PL
AN
H420
B404
H419
H418
H417
H416
B403
H415
H414
H413
H412
B402
H411
H410
H409
H408
B401
H407
H406
H405
H404
B400
H403
H401
H400
2" (
TY
PIC
AL
)
A401
A402
S4
00
L1
4"
2" (
TY
PIC
AL
)
H
H402
A400
L1
6"6"
(T
YP
.)
S4
00
8"
6"
2"
A400
H425
H421
H422
H423
H424
B405
A500 A
500
8"
6"2"
2
2 4
4
4
3’-2"
2’-10"
2’-2"
1’-6"
1
’-1
0"
8’-1"
8
’-1
"
7
’-3
"
7
’-1
"
6
’-1
1"
6
’-9
"
6
’-7
"
6
’-5
"
6’-3"
6’-1"
5
’-1
1"
5’-9"
5’-7"
5’-5"
5’-3"
5’-1"
4
’-1
1"
4’-9"
4’-7"
4’-5"
4’-3"
4’-1"
3
’-1
1"
3’-9"
3’-7"
3’-7"
7
’-4
"
2
1
1
11
1
1
1
1
C
OD
E
BA
R
2
2 1111111
1
1
LE
NG
TH
RE
QD
.
B
EN
DIN
G D
IM
EN
SIO
NS
LE
NG
TH a b
c d
RE
QD
.
L
OC
AT
IO
N S
IZ
E B
EN
DIN
G D
IM
EN
SIO
NS
1’-4"
B I L
L
O
F
S
T
E
E
L
A
40
2 W
IN
GW
AL
LS
4
NO
. N
O.
NO
.
H4
08
B
OT
TO
M S
LA
B &
WIN
GW
AL
L
4
H4
09
B
OT
TO
M S
LA
B &
WIN
GW
AL
L
4
H4
13
B
OT
TO
M S
LA
B &
WIN
GW
AL
L
4
H4
14
B
OT
TO
M S
LA
B &
WIN
GW
AL
L
4
H4
15
B
OT
TO
M S
LA
B &
WIN
GW
AL
L
4
H4
10
B
OT
TO
M S
LA
B &
WIN
GW
AL
L
4
H4
12
B
OT
TO
M S
LA
B &
WIN
GW
AL
L
4
H4
11
B
OT
TO
M S
LA
B &
WIN
GW
AL
L
4
A
50
1 H
EA
DW
AL
L
A
502 H
EA
DW
AL
L
2
2
2
2
2
2
4
B4
02
B
OT
TO
M S
LA
B &
WIN
GW
AL
L
4
B4
03
B
OT
TO
M S
LA
B &
WIN
GW
AL
L
4
B4
04
B
OT
TO
M S
LA
B &
WIN
GW
AL
L
B4
05
B
OT
TO
M S
LA
B &
WIN
GW
AL
L
4
H4
16
B
OT
TO
M S
LA
B &
WIN
GW
AL
L
4
H4
17
B
OT
TO
M S
LA
B &
WIN
GW
AL
L
4
H4
18
B
OT
TO
M S
LA
B &
WIN
GW
AL
L
4
H4
19
B
OT
TO
M S
LA
B &
WIN
GW
AL
L
4
H4
20
B
OT
TO
M S
LA
B &
WIN
GW
AL
L
4
H4
25
B
OT
TO
M S
LA
B &
WIN
GW
AL
L
4
H4
21
B
OT
TO
M S
LA
B &
WIN
GW
AL
L
4
H4
22
B
OT
TO
M S
LA
B &
WIN
GW
AL
L
4
H4
23
B
OT
TO
M S
LA
B &
WIN
GW
AL
L
4
H4
24
B
OT
TO
M S
LA
B &
WIN
GW
AL
L
4
A
50
0 W
IN
GW
AL
LS
5
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
5" P
IP
E 1
8" P
IP
E
1 1 1
1111
1
1
1 1 1 1 1 1 1 1
A
40
1 W
IN
GW
AL
LS
4
2
0’-1
"
8’-1"
20’-9"
5
1
’-8
"
H4
07
B
OT
TO
M S
LA
B &
WIN
GW
AL
L
4
S4
00
B
OT
TO
M S
LA
B &
TO
EW
AL
L
4
2
2’-0
"
0’-4
"
0’-8
"
4 4
2
4’-1
"
0’-8" 1’-4"
0
’-4
"
a b
c d
4 2
2 2
2
2
4
4
8
’-1
"
2
0’-9
"
1
’-8
"
2’-6"
2’-9"
2’-1"
1’-5"
7’-4"
6’-6"
6
’-2
"
6’-0"
5’-10"
5
’-8
"
5
’-6
"
5
’-4
"
5
’-2
"
5
’-0
"
4’-10"
4
’-8
"
4
’-6
"
4
’-4
"
3’-10"
20’-1"
2
’-9
"
23’-1"
23’-1"
11’-1"
11’-1"
2
23’-9"
23’-9"
1’-8
"
1
’-8
"
2
’-9
"
2"
"B""B"
PL
AN
3’-0
"
2’-0
"6"
6"
3"
3"
4"4"
2"
WG
4" X
4" X
1
/4 "
AN
GL
E
TY
PIC
AL
3/1
6 "
4"
4"
WG
4"
SE
CT
IO
N "
B"-"B
"
NO
TE
:
ST
EE
L P
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RA
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W
6"
6"
H
10"
HE
AD
WA
LL
EL
EV
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ION
A502
A501
2"
1 1
2
11
16
1
2 /
/
/
"
"
"
7
9
64/
"
7
16"
A400
W
2"
4"
b
b d
a a
a a
BA
R A
BA
R B
BA
R H
BA
R S
bc
b
6"
W
6"
3/4
" X
2" S
LO
T
(T
YP
IC
AL
)
A400
A400
A501
1’-4"
(T
YP
.)
12
"c.-
c.
12"c.-c.
(TYP.)
H421
H417
H415
H414
H413
H411
H410
H409
H407
H406
H405
H403
H401
H400
H402
B403 (INSIDE)
H416 (OUTSIDE)
B402 (INSIDE)
H412 (OUTSIDE)
B401 (INSIDE)
H408 (OUTSIDE)
B400 (INSIDE)
H404 (OUTSIDE)
12
1
1’-0"
(T
YP
IC
AL
)
L2
H425
3 1
/4 "
1’-4
"2"
6"
2"
B405 (INSIDE)
H424 (OUTSIDE)
H423
H422
H418
H419
B404 (INSIDE)
H420 (OUTSIDE)
3L
1’-0
"
2
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"
S4
00
4"
"A
""A
"1
2" c-c
12" c-c
(TYP.)
SE
CT
IO
N "
A"-"A
"
/
1 3
/4 "
1 1/8 "
H4
01
B
OT
TO
M S
LA
B &
WIN
GW
AL
L
4
H4
00
B
OT
TO
M S
LA
B &
HE
AD
WA
LL
4
H4
02
B
OT
TO
M S
LA
B &
WIN
GW
AL
L
4
H4
03
B
OT
TO
M S
LA
B &
WIN
GW
AL
L
4
H4
04
B
OT
TO
M S
LA
B &
WIN
GW
AL
L
4
H4
05
B
OT
TO
M S
LA
B &
WIN
GW
AL
L
4
H4
06
B
OT
TO
M S
LA
B &
WIN
GW
AL
L
4
B4
00
B
OT
TO
M S
LA
B &
WIN
GW
AL
L
4
B4
01
B
OT
TO
M S
LA
B &
WIN
GW
AL
L
4
0’-10"
0’-10"
0’-10"
0’-10"
0’-10"
2
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"
3’-4"
3’-8"
3’-6"
3’-4"
6’-4"
4’-2"
4’-0"
1’-0
"
1’-0
"
1’-0
"
1’-0
"
1’-0
"
1’-0
"
1’-3"
0’-11"
0’-7"
2’-6"
1’-8"
1’-7"
1’-6"
1’-5"
1’-4"
1’-3"
1’-2"
1’-1"
1’-0"
0’-11"
0’-10"
0’-9"
0’-8"
0’-7"
0’-6"
0’-6"
1
’-1
1"
1
’-1
0"
1
’-1
1"
2
’-6
"
2
’-1
"
2
’-0
"
1
’-9
"
1
’-7
"
2’-9
"
2’-9
"
2’-4
"
2’-2
"
2’-0
"
1’-11"
1’-10"
1’-9
"
1’-8
"
1’-7
"
1’-6
"
1’-5
"
1’-4
"
1’-3
"
2’-2"
1’-1
0"
1’-6
"
1’-2
"
0’-10"
0’-6
"
2’-1
"
0’-11"
0’-10"
0’-9"
2’-3
"
1’-2"
1’-1"
1’-0"
0’-6"
0’-6"
0’-7"
0’-8"
1’-9"
2
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24
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2’-6
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2’-6
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2’-6
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2’-6
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2’-6
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2’-6
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2’-6
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2’-6
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2’-6
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2’-6
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2’-6
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2’-6
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2’-6
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2’-6
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2’-6
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2’-6
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2’-6
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2’-6
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2’-6
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2’-9
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2’-9
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2’-9
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2’-9
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2’-9
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2’-9
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2’-9
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2’-9
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2’-9
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2’-9
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2’-9
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2’-9
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2’-9
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2’-9
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2’-9
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23
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IN
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6".
RE
V. 1-19-97:
CH
AN
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D W
EIG
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OF
12
"
3" (NOMINAL)PIPESHOWING ANCHOR BOLTSANDPARTIAL WINGWALLSBOLTS SHALL NOT EXTENDMORE THAN 1/2 " ABOVETOP OF NUTS.2"(TYPICAL)TOEWALLELEVATIONREINFORCINGSTEEL LEGEND3" (NOMINAL)PIPEFOR 15" AND 18"PIPES - 12:1 SLOPECONCRETE ENDWALLTYPE "SD" WITHSTEEL PIPE GRATE0 ANCHORBOLTPIPECULV.DIA.CLASS "A"CONCRETECU. YD.STEEL BARREINF.LB.STRUCT.STEELLB.STRUCTURAL STEELGRATE DIMENSIONAND QUANTITYSTRUCTURAL STEEL GRATES. REV. 5-27-99: CHANGED PAINTSPECIFICATION TO TT-E-489J. REV. 4-15-00: MODIFIED TOE WALL AND CLASS "A" CONCRETE QUANTITIES.REV. 5-27-01: CHANGEDDESCRIPTION FOR ITEM NO. 611-07.03.
D-S
EW
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2D
SNAP PT
SNAP PT
ST
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(P
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.
REV. 6-1-09: ADDED GENERAL NOTE 6.REV. 7-19-10: DELETED GENERAL NOTE 6.
A
PP
RO
VA
L N
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QU
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ED
.
M
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RE
VIS
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- F
HW
A
2’-6
"4.91
3’-6
"1
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"2
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"1.29
1.21
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0.1
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0.2
72
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"2
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0.79
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0.2
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"2
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"1
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"1
’-3
"0.53
1.04
0.0
96
0.0
89
0.1
85
0.39
0.52
0.74
C.Y. FOR EACHADDITIONALLINE OF PIPE
7.75
7.05
6.50
6.08
5.75
5.50
5.30
5.00
5.02
4.56
4.21
3.94
3.73
3.56
3.43
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3.61
3.23
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C.Y. FOR EACHADDITIONALLINE OF PIPE
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REV. 2-19-88: ADDED SAFETY ADJUSTMENTS " U "TYPE ENDWALL.
: W
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RE
V.
1-1
9-9
4 :
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REV. 9-28-83: REDREWAND ADDED TABLE FORSTRAIGHT ENDWALL WHENPIPE IS SKEWED.
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SECTION C- CSHOWING CONSTRUCTION JOINTESTIMATED QUANTITIES FOR ONE " L" TYPE CONCRETE ENDWALL
:
STRAIGHT, " L "AND " U " TYPECONCRETE ENDWALLESTIMATED QUANTITIES FOR TWO STRAIGHTCONCRETE ENDWALLS WHEN PIPE IS SKEWED (CUBIC YARD)
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S:
3:1 SLOPE.REV. 1-19-97: ADDED UNITS TO HEADING FORTABLE FOR SKEWED PIPE.REV. 6-1-09: ADDED GENERAL NOTE D.REV. 7-19-10: REMOVED GENERAL NOTE D.