130353388 Structures Design Detail Connection

SOUTH CAROLINA DEPARTMENT OF TRANSPORTATION

DESIGN STANDARDS OFFICE 955 PARK' STREET

ROOM 405 COLUMBIA, SC 29201

STANDARD DRAWING

SECTION 701 -000

REFERENCES NATIONAL DOCUMENTS

NOTES :

1. SEE 7 0 1 - 9 5 0 - 0 2 FOR ARCHITECTURAL F I N I S H FORMLINER GENERAL NOTES. NEW BRICK 2 1 / ( ~ 7 5 / { ( 2 5 / { ~ 8 1 1 SPACING)

PHOTOGRAPH FOR REFERENCE ONLY. ACTUAL APPEARANCE MAY VARY BASED ON MANUFACTURER'S FORMLINER DIMENSIONS.

T H I S TEXTURE MAY B E A P P L I E D TO S I N G L E SLOPE BARRIERS W I T H I N THE CLEAR ZONE.

NCHRP 554

I ROUGHENED SURFACE ( GRAN I TE 1

SCDOT DOCUMENTS

RELATED DRAWINGS 6 KEYWORDS


T H I S TEXTURE MAY BE USED WITH CUSTOM GRAPHICS SEE 701-975-XX THROUGH 701-999-XX. T H I S TEXTURE MAY BE A P P L I E D TO S I N G L E SLOPE BARRIERS W I T H I N THE CLEAR ZONE. pmml

SUPPORT ENGINEER AGED BRICK 2 ' / ( ~ 7 ~ / ( ( 2 5 / { ~ 8 " SPACING


T H I S TEXTURE MAY BE A P P L I E D TO S I N G L E SLOPE BARRIERS W I T H I N THE CLEAR ZONE.

1 DEEP FRACTURED F I N

DRAFT


PEAK " VALLEY "

. - I MAY 2 6 1 2 0 1 0 I

T H I S TEXTURE MAY BE USED WITH CUSTOM GRAPHICS SEE 701-975-XX THROUGH 701-999-XX. OBJECTS WITH T H I S TEXTURE MUST BE PLACED OUTSIDE THE CLEAR ZONE OR SHIELDED.

WIRE BRICK 3'/2"x115/{ ( 4 " X 1 2 " SPACING)

~IIIIIIAI~IIIIII~U~IIIIIII~IO~IIIIINIHI~IIIIIINIIIIO~IIIIIIIUII~

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PHOTOGRAPH FOR REFERENCE ONLY. ACTUAL APPEARANCE MAY VARY BASED 1 ' - 0" ON MANUFACTURER'S FORMLINER DIMENSIONS.

A

T H I S TEXTURE MAY BE A P P L I E D TO SINGLE SLOPE BARRIERS W I T H I N THE CLEAR ZONE.

NEW STANDARDS DESCR l P T l ON

I SPLITFACE BLOCK 7 5 / { ~ 1 5 5 / { ( 8 " X 1 6 " SPACING) I

I SWTH CAROLINA DEPARTLENT ff TRANSPORTATIW I DESIGN STANDARDS OFFICE 1 9 5 5 PARK STREET I

ROOM 405 COLUMBIA* SC 29201

I STANDARD DRAWING I ARCHITECTURAL

F I N I S H FORMLINER OPT I ONS


701 -950-01 EFFECTIVE LETTING DATE I JANUARY 2 0 1 1 T H I S TEXTURE MAY BE A P P L I E D TO S I N G L E SLOPE BARRIERS W I T H I N THE CLEAR ZONE: I

ASHLAR ( STANDARD 1 CONSEALED FORML I NER J O I N T S

PHOTOGRAPH FOR REFERENCE ONLY.

DIMENSIONS.

9 " TO 2 9 " WIDE 5 " TO 1 5 " HIGH

3/4" TO 1 " 7 - - 7

T H I S TEXTURE MAY BE APPLIED TO SINGLE SLOPE BARRIERS WITHIN THE CLEAR ZONE. FOLLOW FORMLINER MANUFACTURER'S PROCEDURE TO PLACE FORMS AND F I N I S H SURFACE TO CONSEAL JOINTS.

1 . 0 0 GENERAL NOTES: REFERENCES

NAT l ONAL DOCUMNTS 1.01 USE ARCHITECTURAL F I N I S H WHERE INDICATED I N THE PLANS OR SPECIAL PROVISIONS. NCHRP REPORT 554

1 .02 ARCHITECTURAL F IN ISHES SHOWN I N THESE STANDARDS ARE FOR USE ON PRECAST OR CAST I N PLACE CONCRETE SURFACES. AND MAY BE APPLIED AS NECESSARY TO MEET PROJECT REQUIREMENTS.

1 . 0 3 ARCHITECTURAL F IN ISHES AND CUSTOM GRAPHICS NOT SHOWN I N THESE STANDARDS SHALL MEET THE REQUIREMENTS OF THESE STANDARDS AND MUST BE REVIEWED AND APPROVED BY THE ENGINEER OF RECORD FOR CONFORMANCE WITH PUBLIC HEARING DATA AND SPECIFICATIONS.

SCDOT DOCUMNTS 1.04 SEE PLANS OR SPECIAL PROVISIONS FOR ARCHITECTURAL F IN ISHES THAT MAY BE REQUIRED FQR NON-AESTHETIC REASONS (SUCH AS S L I P RESISTANCE. OR SOUND ABSORPTION). AS THESE SYSTEMS HAVE ADDITIONAL CRITERIA NOT SPECFFkED I N THESE STANDARD -------------- DRAW I NGS.

1 . 0 5 WHERE NOT INDICATED I N THE PLANS. EXTEND ARCHITECTURAL F I N I S H THROUGHOUT THE ENTIRE STRUCTURE LENGTH AND FROM THE TOP OF STRUCTURE TO AT LEAST 1 ' BUT NOT MORE THAN 2 ' BELOW THE F IN ISHED GRADE.

1 .06 DO NOT USE ARCHITECTURAL F I N I S H ON BACK SIDE OF BURIED AND EARTH RETAINING STRUCTURES AND F I N I S H ALL SECONDARY EXPOSED SURFACES AND EDGES WITH SMOOTH F I N I S H UNLESS SPECIFIED I N THE PLANS OR SPECIAL PROVISIONS.

RELATED DRAW l NGS 8 KEYWORDS 1 .07 WHERE PAINTING I S SPECIF IED* PA INT ALL EXPOSED SURFACES. INCLUDING THOSE WITHOUT ARCHITECTURAL F I N I S H WITH MATCHING ------- OR COMPLIMENTARY COLORED PAINT AS INDICATED I N THE PLANS OR SPECIAL PROVISIONS.

2 . 0 0 TEXTURE :

2.01 SEE PLANS OR SPECIAL PROVISIONS FOR PATTERN TYPE AND DIMENSIONS ( I F NON-STANDARD PATTERN I S USED. 1

2 .02 ALL CONCRETE THICKNESS REQUIRED TO ACHIEVE MINIMUM TEXTURE RELIEF MUST PROJECT ENTIRELY BEYOND THE STRUCTURAL THICKNESS OF THE MEMBER CONSTRUCTED. ANY ADDITIONAL LOADING INDUCED ON THE STRUCTURE DUE TO THE ARCHITECTURAL F I N I S H MUST BE SUPPORTED BY THE STRUCTURE. PRECONSTRUCTION 2 . 0 3 MATCH PATTERN DIMENSIONS TO WITHIN +/- 1 / 4 " (REL IEF & GROUT WIDTH) AND +/- 1 / 2 " (MASONRY UNIT/REPEATED PATTERN WIDTH) OF THESE STANDARD DIMENSIONS UNLESS SPECIFIED OTHERWISE.

SUPPORT ENGINEER

2 . 0 4 USE ONLY FORMLINER SYSTEMS THAT ARE COMPATIBLE WITH SCDOT CONCRETE CLASS AND CONSTRUCTION METHODS SPECIFIED FOR THE STRUCTURE.

2 .05 PROVIDE A COPY OF THE FORMLINER MANUFACTURER'S INSTALLATION INSTRUCTIONS TO THE RESIDENT ENGINEER BEFORE FABRICATION OF THE STRUCTURE. PROVIDE COPIES OF MATERIAL SAFETY DATA SHEETS FOR ALL MATERIALS NEEDED TO COMPLETE THE INSTALLATION.

2 . 0 6 FOLLOW FORMLINER MANUFACTURER'S SPECIFICATIONS FOR INSTALLATION AND REMOVAL OF FORMLINER TO PRODUCE AN ARCHITECTURAL F I N I S H THAT APPROPRIATELY F I L L S THE FORM AND I S FREE OF VOIDS. P I T S . OR OTHER DEFECTS.

2 . 0 7 FOLLOW MANUFACTURERS F I N I S H I N G PROCEDURES TO TREAT SEAM OVERLAPS THAT FORM CONSEALED JOINTS.

2 . 0 8 FORMLINERS MAY BE REUSED WITHIN MANUFACTURER'S SPECIFICATIONS AS LONG AS THE TEXTURE CAN BE ACHIEVED WITHOUT SURFACE DEFECTS.

3 . 0 0 COLOR:

3 .01 SEE PLANS OR SPECIAL PROVISIONS FOR COLOR REQUIREMENTS.

3 . 0 2 PROVIDE A COPY OF THE PAINT MANUFACTURER'S INSTALLATION INSTRUCTIONS TO THE RESIDENT AND INSPECTOR BEFORE COMMENCING PAINTING. PROVIDE COPIES OF MATERIAL SAFETY DATA SHEETS FOR ALL MATERIALS NEEDED TO COMPLETE THE APPLICATION.

3 . 0 3 FOLLOW PA INT MANUFACTURER'S SPECIFICATIONS FOR APPLICATION.

3.04 USE FADE-RESISTANT PIGMENTS AND WEATHER RESISTANT PAINT. USE OF COLORS THAT ARE NOT FADE-RESISTANT SHOULD BE L I M I T E D TO ONLY THOSE LOCATIONS SPECIFIED I N THE PLANS OR SPECIAL PROVISIONS.

3.05 UNIFORM COLORED SURFACES (MONO COLOR) SHOULD BE USED WHERE FREQUENT TOUCH-UP PAINTING MAY BE REQUIRED. TOUCH-UP PAINTING I S THE PREFERRED METHOD OF STA IN AND GRAFFITI REMOVAL.

3 .06 MULTI-COLOR SURFACES (MULTI COLOR) SHOULD BE USED ONLY WHERE TOUCH-UP PAINTING WILL NOT L IKELY BE NEEDED.

4 .00 DESIGN:

4 .01 TEXTURE FOR 1 S IDE I S MOST APPROPRIATE FOR BURIED STRUCTURES. EARTH RETAINING STRUCTURES. AND PRECAST ITEMS.

I PRECAST ITEMS THAT ARE V I S I B L E FROM BOTH SIDES MAY HAVE A STAMPED TEXTURE ON THE BACK SIDE WITHOUT REQUIRING VERTICAL

I STONE S IZE : 1 CASTING. STAMPED TEXTURES DO NOT GENERALLY MATCH FORMLINER TEXTURES AND SHOULD BE AS SPECIFIED I N THE PLANS OR SPECIAL I 7 " TO 3 5 " WIDE PROVISIONS.

5 " TO 1 4 " HIGH 4.02 TEXTURE FOR 2 SIDES I S MOST APPROPRIATE ON VERTICALLY CAST ITEMS THAT ARE V I S I B L E FROM BOTH SIDES SUCH AS BRIDGE PARAPET WALLS. AND CAST I N PLACE SOUND BARRIER WALLS- PRECAST ITEMS REQUIRING F0RMLINER.TEXTURE MUST BE CAST VERTICALLY.

I I I -\ 5 .00PAYMENT: I I 7

-----------,---------- J 5.01 MEASURE ARCHITECTURAL F I N I S H AS THE ACTUAL EXPOSED AREA OF SURFACE APPLIED TEXTURE ( INCLUDING PORTIONS UP TO 1 '

1 " AVERAGE GROUT BELOW F IN ISHED GRADE AT STRUCTURE I N SQUARE FEET.

' 5.02 PAYMENT FOR ARCHITECTURAL F I N I S H INCLUDES ALL MATERIAL AND LABOR REQUIRED TO ACHIEVE THE F IN ISHED LOOK OF THE J - I STRUCTURE INCLUDING ANY REQUIRED SAMPLES. FORML I NER SYSTEM. AND SPEC I F IED PA1 NT I NG SCHEME.

PAY ITEMS GENERALLY MOST APPROPRIATE FOR BURIED STRUCTURES AND PRECAST ITEMS:

TH IS TEXTURE MAY BE APPLIED TO SINGLE SLOPE BARRIERS WITHIN THE CLEAR ZONE. 7 0 1 9 5 0 0 ARCHITECTURAL F I N I S H 1 S IDE UNPAINTED SF FOLLOW FORMLINER MANUFACTURER'S PROCEDURE TO PLACE FORMS AND F I N I S H SURFACE TO CONSEAL JOINTS. 7019501 ARCHITECTURAL FINISH 1 SIDE MONO PAINT SF

7019502 ARCHITECTURAL F I N I S H 1 S IDE MULTI COLOR SF

1 . SEE 7 0 1 -950-02 FOR ARCH I TECTURAL F I N 1 SH FORML INER GENERAL NOTES.

PHOTOGRAPH FOR REFERENCE ONLY. ACTUAL APPEARANCE MAY VARY BASED ON MANUFACTURER'S FORMLINER DIMENSIONS. PHOTOGRAPH FOR REFERENCE ONLY.

ACTUAL APPEARANCE MAY VARY BASED ON MANUFACTURER'S FORMLINER DIMENSIONS.

TH IS TEXTURE MAY BE USED WITH CUSTOM GRAPHICS SEE 701-975-XX THROUGH 701-999-XX. TH IS TEXTURE MAY BE APPLIED TO SINGLE SLOPE BARRIERS WITHIN THE CLEAR ZONE. OBJECTS WITH T H I S TEXTURE MUST BE PLACED OUTSIDE THE CLEAR ZONE OR SHIELDED.

STONE MASONRY (DRY STACK) CONSEALED FORML I NER

---

3 " TO 1 2 " HIGH

PHOTOGRAPH FOR REFERENCE ONLY. ACTUAL APPEARANCE MAY VARY BASED I

OBJECTS WITH T H I S TEXTURE MUST BE PLACED OUTSIDE THE CLEAR ZONE OR SHIELDED.

1.01 SEE GENERAL NOTES ON DRAWING 701-950-02. TYPICALLY* GRAPHICS ARE ONLY USED ON ONE SIDE OF PRECAST STRUCTURES. A STAMPED TEXTURE MAY BE APPLIED TO THE BACK SIDE I F SPECIFIED I N THE PLANS OR SPECIAL PROVISIONS.

1.02 MAINTAIN X 8 Y PROPORTIONS OF GRAPHICS SHOWN. MINIMUM DIMENSION OF GRAPHIC (SHOWN AS 1 1 SHOULD BE A MINIMUM OF 2 ' -6" OR AS DESCRIBED I N THE PLANS OR SPECIAL PROVISIONS. MAXIMUM DIMENSION SHALL EQUAL MINIMUM DIMENSION CONSTRUCTED MULTIPLIED BY THE LARGER PROPORTION NUMBER SHOWN ON THE DETAIL. MAINTAIN PROPORTIONS SHOWN REGARDLESS OF ACTUAL DIMENSIONS USED.

1.03 GRAPHIC SCALE SHOULD NOT EXCEED 757. OF THE ABOVE GRADE STRUCTURE HEIGHT UNLESS NOTED I N THE PLANS OR SPECIAL PROVISIONS. INSTALL ALL GRAPHICS ABOVE FINISHED GRADE. APPLY CONTRASTING TEXTURES WHEN USING GRAPHICS* GENERALLY SMOOTH F I N I S H AND EITHER DEEP FRACTURED F I N OR ROUGHENED SURFACE.

1 .04 WHEN GRAPHIC MUST EXTEND INTO ADJACENT PANELS* A MINIMUM OF 25% OF THE GRAPHIC SHOULD BE CONTAINED I N EACH OF THE ADJACENT PANELS. SEE FIGURE 701-975.1 PALMETTO WITH FRACTURED F I N FOR EXAMPLE.

1 .05 RAISE OR RECESS GRAPHIC BELOW ADJACENT BACKGROUND AS INDICATED I N PLANS* SPECIAL PROVISION. OR THESE STANDARDS. WHEN GRAPHIC I S ADJACENT TO FORMLINER TEXTURE* GRAPHIC I S "RECESSED" BELOW TEXTURE SURFACE. WHEN GRAPHIC I S ADJACENT TO SMOOTH SURFACE. GRAPHIC I S "RECESSED" BELOW SMOOTH SURFACE. RAISE GRAPHIC WHEN GRAPHIC* FORMLINER TEXTURE* AND SMOOTH TEXTURE ARE ALL PRESENT AND GRAPHIC I S ADJACENT TO SMOOTH AREA.

1 .06 WHEN MIXING GRAPHICS WITHIN ONE STRUCTURE* ALWAYS USE ONLY GRAPHICS THAT ARE APPROPRIATE I N CONTEXT. SCALE MIXED GRAPHICS APPROPRIATELY. EXAMPLE DOLPHINS AND PELICANS MAY BE MIXED WITHIN THE SAME STRUCTURE I F APPROPRIATE SCALE I S USED. DOLPHINS AND MOUNTAINS SHOULD NOT BE MIXED.

1.07 USE BACKGROUND TEXTURED SURFACE THAT PROVIDES SIGNIFICANT VISUAL CONTRAST BETWEEN GRAPHIC AND TEXTURE. USE REGULAR (NON-GROUTED) PATTERNS SUCH AS FRACTURED F I N OR ROUGHENED FACE WHEN GRAPHICS ARE REQUIRED. DO NOT USE GROUTED PATTERNS WlTH GRAPHICS UNLESS INDICATED I N THE PLANS OR SPECIAL PROVISIONS.

1.08 UNLESS COMBINATION I S SPECIFIED I N THE PLANS OR SPECIAL PROVISIONSv USE I N ALL COASTAL COUNTIES (FLOCK PATTERN): FRACTURED F IN* WITH WAVES AND ROUGHENED FACE WITH PELICAN 3

I N UPSTATE COUNTIES - ANDERSON. GREENVILLE* OCONEE* PICKENS & SPARTANBURG (MOUNTAINS PATTERN): FRACTURED F IN* WITH MOUNTAINS AND ROUGHENED FACE WITH BIRD 1

SUPPORT ENGINEER I N ALL OTHER COUNTIES (PALMETTOS PATTERN): FRACTURED F IN* WITH BACKGROUND AND SMOOTH F I N I S H WlTH TERRAIN* PALMETTO TREE 8 MOON

(+ USE ROUGHENED SURFACE WHEN STRUCTURE I S EXPOSED TO TRAFFIC.)

1.09 UNLESS SPECIFIED I N THE PLANS OR SPECIAL PROVISIONS. USE 344" MINIMUM AND MAXIMUM RELIEF BETWEKN GRAPHIC AND ADJACENT BACKGROUND.

1 .10 MEASURE ARCHITECTURAL FORMLINER F I N I S H I N SQUARE FEET AS THE SURFACE AREA (GRAPHIC SIDE ONLY) OF ALL PANELS CONTAINING GRAPHICS. PANELS CONTAINING ONLY STANDARD TEXTURE FINISHES WILL NOT BE MEASURED FOR ARCHITECTURAL FORMLINER FINISH.

7019900 ARCHITECTURAL GRAPHICS 1 SIDE UNPAINTED SF 7019901 ARCHITECTURAL GRAPHICS 1 SIDE MONO PAINT SF 7019902 ARCHITECTURAL GRAPHICS 1 SIDE MULTI COLOR SF

FIGURE 701-975.1 PALMETTO WITH FRACTURED F I N SHOWN OVERLAPPING ADJACENT PANELS. GENERALLY MOST APPROPRIATE FOR STRUCTURES L I K E BRIDGE PARAPETS:

7019905 ARCHITECTURAL GRAPHICS 2 SIDE UNPAINTED SF 7019906 ARCHITECTURAL GRAPHICS 2 SIDE MONO PAINT SF 7019907 ARCHITECTURAL GRAPHICS 2 SIDE MULTI COLOR SF

EGRET 1 EGRET 2 PEL ICAN 2

F I N I S H FORMLINER

PELICAN 1

1 6 ' - 0 " (SHOWN FOR SCALE ONLY)

STATE W I DE PALMETTOS ( NIGHT 1

, RAISED (ROUGHENED* TYPICAL)

COASTAL EGRETS ( WAD I NG 1

NOTES :

1.01 SEE NOTES ON DRAWINGS 7 0 1 -950-01 AND 7 0 1 -975-01.

1 .02 SCALES AND PROPORTIONS ARE SUGGESTED BUT MAY BE ALTERED BASED ON DESIGN REQUIRED.

\ APPLY RAISED* ROUGHENED SURFACE OR DEEP FRACTURED F I N

REFERENCES NAT l ONAL DOCUhENTS NCHRP REPORT 554

RAISED (ROUGHENED* TYPICAL)

SCOOT DOCUY NTS --------------

RELATED DRAWINGS 6 KEYWORDS

PRECONSTRUCTION UPSTATE MOUNTAINS a BIRDS

SUPPORT ENGINEER

/ RAISED (ROUGHENED* TYP ICAL I

COASTAL APPLY RAISED* ROUGHENED PELICANS ( F L I G H T ) SURFACE OR DEEP FRACTURED F I N

/ RAISED (ROUGHENED* TYP ICAL I

COASTAL APPLY RAISED* ROUGHENED COASTAL APPLY RAISED. ROUGHENED PELICANS (RESTING) SURFACE OR DEEP FRACTURED F I N DOLPH l N ( JUMP I NG 1 SURFACE OR DEEP FRACTURED F I N

1 . 0 1 SEE NOTES ON DRAWINGS 7 0 1 -950-01 AND 7 0 1 -990-01.

1 . 0 2 DESIGNER SHOULD USE CUSTOM GRAPHICWPANELS I N RANDOM GROUPS AND AVOID R E P E T I T I V E INSTALLATIONS.

1 . 0 3 CUSTOM GRAPHICS/PANELS SHOULD BE PLACED AT LEAST 5 ' ABOVE F I N I S H E D GRADE AND LANDSCAPING SHOULD BE PLANNED TO NOT OBSTRUCT GRAPHICS.

SUPPORT ENGINEER

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DESIGN STANDARDS OFFICE 955 PARK STREET


STANDARD DRAWING

SECTION 702-000

DEWAL

I SOMETR I C VIEW

REFERENCES NATIONAL DOCUMENTS NOTES : -------------- FORMULAS FOR FIGURING CUBIC YARDS OF CONCRETE 1 . FOR COMMERCIAL APPLICATIONS* HANDRAIL I S REQUIRED ON

I N STEPS WITH 1 8 " APRON AT BOTTOM STAIRWAYS CONTAINING MORE THAN ONE STEP. FOR RESIDENTIAL APPLICATIONS- HANDRAIL I S REQUIRED ON STAIRWAYS WITH MORE

4'-0" STEPS. (NUMBER OF RISERS x 0.16)+ 0.152 = C . Y . THAN THREE STEPS. 5 ' -0" STEPS. (NUMBER OF RISERS x 0.17 )+ 0.184 = C . Y .

3. 6 ' -0" STEPS. (NUMBER OF RISERS x 0.20)+ 0.214 = C . Y . 2. STAIRWAYS SHALL BE A MINIMUM WIDTH OF 3 6 INCHES AT ALL PARTS ABOVE HANDRAIL HEIGHT AND 2 7 INCHES AT AND BELOW HANDRAIL HEIGHT. HANDRAILS SHALL NOT PROJECT MORE THAN 4 . 5 INCHES ON EITHER S I D E OF THE STAIRWAY ( R E S I D E N T I A L ) .

SCOOT DOCUMENTS 3. HANDRAIL HEIGHT SHALL BE A MINIMUM OF 3 4 INCHES AND A -------------- MAXIMUM OF 38 INCHES, MEASURED VERTICALLY FROM THE NOSE

OF EACH RISER. HANDRAIL SHALL BE CONTINUOUS AND UNIFORM ALONG THE FULL LENGTH OF THE HANDRAIL (COMMERCIAL d RESIDENTIAL) .

4. ALL PORTIONS OF THE STAIRWAY SHALL BE WITHIN 3 0 INCHES OF A HANDRAIL. OTHERWISEv AN INTERMEDIATE HANDRAIL ALONG THE CENTER OF THE STAIRWAY SHALL BE USED.

5. HANDRAILS WITH CIRCULAR CROSS SECTIONS SHALL HAVE A MINIMUM OUTSIDE DIAMETER OF 1 . 2 5 INCHES AND A MAXIMUM OUTSIDE

RELATED DRAW INCS 8 KEYWORDS DIAMETER OF 2 . 0 INCHES. FOR NON-CIRCULAR CROSS SECTIONS, THE 7 1 8-1 05-00

PERIMETER SHALL BE A MINIMUM OF 4 INCHES AND A MAXIMUM OF 6 . 2 5 INCHES.

6. HANDRAILS SHALL EXTEND HORIZONTALLY AT LEAST 1 2 INCHES BEYOND THE TOP RISER AND CONTINUE TO SLOPE FOR THE DEPTH OF 1 2 INCHES BEYOND BOTTOM RISER.

7. THE MINIMUM CLEARANCE BETWEEN A HANDRAIL AND A WALL OR OTHER SURFACE SHALL BE 1.5 INCHES.

PRECONSTRUCTION 8. HANDRAIL ASSEMBLIES AND GUARDS SHALL BE DESIGNED TO RESIST A LOAD OF 5 0 LBS. PER LINEAR FOOT APPLIED I N ANY DIRECTION AT THE

SUPPORT ENGINEER TOP. HANDRAIL ASSEMBLIES AND GUARDS SHALL ALSO BE DESIGNED TO WITHSTAND A S INGLE CONCENTRATED LOAD OF 2 0 0 LBS. APPLIED I N ANY DIRECTION AT ANY POINT ALONG THE TOP.

9. ALL HARDWARE FOR HANDRAIL SHOULD BE INCLUDED I N THE COST OF HANDRAIL.

10. THE PAY ITEMS SHALL BE:

CONCRETE FOR STRUCTURES-CLASS 3000(ROADWAY)-------------CY HANDRAIL OPTIONS (WHEN CONTAINMENT I S NOT REQUIRED):

IRON P I P E HANDRAIL OPTIONS------------------------------LF STEEL HANDRAIL------------------------------------------LF ALUMINUM HANDRAILING------------------------------------LF 4 7 " P L A S T I C COMPOSITE HANDRAIL (BLACK)------------------LF

FENCE OPTION (WHEN CONTAINMENT I S DESIRED): ORNAMENTAL STEEL P ICKET FENCE---------------------------LF

MARCH 3 1 2 0 0 8

* ADD EXTENSION I F NECESSARY



ROOM 405 COLUMBIAv SC 29201

S I D E E L E V A T I O N SIDEWALK/ROAD AT BOTTOM

OF S T A I R

%KE!NRGk 1 Rs 6 ' OR WIDER

CONNECTION TO UPPER SIDEWALK i m

+ STEP WIDTH

CONNECTION TO LOWER SIDEWALK

FRONT E L E V A T I O N S I D E E L E V A T I O N

S I DEWALK/ROAD AT TOP OF S T A I R

COMPLETION DATES

V I E W Y - Y

REFERENCES NATIONAL DOCUMENTS --------------

SCDOT DOCUMENTS --------------

RELATED DRAW INCS d KEYWORDS --------------

PRECONSTRUCTION SUPPORT ENGINEER


DESIGN STANDARDS OFFICE 9 5 5 ROOM PARK 4 0 5 STREET

COLUMBIA- SC 2 9 2 0 1

SECT I ON X - X

SECTION THRU BARRIER ELEVATION OF BARRIER PARAPET AT PULL BOX PARAPET AT PULL BOX

[ROVIDE 2 SUPPLEMENTAk A16" BARS EACH 10 '4

LONG CENTERED ABOUT

REMAINING REINF. NOT SHOWN FOR I'd" MAX. x 1'-6" MAX. CLARITY - PULL BOX

,, PULL BOX-

v 1 "VER~

SUPPLEMENTAL REINF. UNITS"

SECTION THRU BARRIER ELEVATION OF BARRIER PARAPET AT PULL BOX PARAPET AT PULL BOX

CONDUIT PULL BOX D E T A I L S MOUNT NONMETALLIC OR GALVANIZED STEEL PULL BOXES FLUSH WITH THE OUTSIDE FACE OF THE BARRIER PARAPET.

SPACE PULL BOXES AT NO MORE THAN 3 0 0 FEET AND A MINIMUM OF 1 0 FEET FROM AN OPEN JOINT I N THE BARRIER PARAPET. DO NOT LOCATE PULL BOX WITHIN THE BARRIER PARAPET TRANSITION.

PROVIDE PULL BOXES WITH GASKETED WEATHERPROOF COVERS

F IELD CUT AND/OR BEND BARRIER REINFORCING ALONG OUTSIDE FACE AROUND THE PULL BOXES AS NECESSARY TO PROVIDE 2 INCH CLEARANCE BETWEEN THE REINFORCING AND THE PULL BOXES.

INCLUDE ALL COSTS FOR FURNISHING AND INSTALLING PULL BOXES AND ANY INCIDENTALS REQUIRED I N THE UNIT PRICE B I D FOR 2 " SCHEDULE 8 0 PVC CONDUIT.

1. FURNISH AND INSTALL APPROVED CONDUITS AND FITTINGS I N TRUCTURE TYPE UNDER CONSTRUCTION. ACCORDANCE WJTH THE NATIONAL ELECTRIC CODE (NEC) AND AS DIRECTED BY THE RCE. 5. INCLUDE ALL COSTS ASSOCIATED WITH FURNISHING AND INSTALLING

THE REQUIRED SUPPLEMENTAL REINFORCING STEEL FOR PULL BOX 2. FURNISH SCHEDULE 8 0 PVC R I G I D NONMETALLIC CONDUITS I N INSTALLATION I N THE UNIT PRICE B I D FOR 2 " D I A SCHEDULE 8 0 PVC ACCORDANCE WITH NEMA TC-2 AND UL STANDARD 651 AND FURNISH CONDUIT. F ITTINGS I N ACCORDANCE WITH NEMA TC-3 AND UL STANDARD 5148. FURNISH CONDUIT AND FITTINGS WITH UL LABELS: 6 THE PAY ITEM I S

CONDUIT - ON EACH 1 0 FOOT LENGTH 2 " SCHEDULE 8 0 PVC CONDUIT---LF FITTINGS - STAMPED OR MOLDED ON EACH FITTING.

CONNECT CONDUIT AND FITTINGS USING SOLVENT CEMENT I N ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS.

3 . FURNISH AND INSTALL NEMA TYPE 4X NON-METALLIC OR GALVANIZED STEEL PULL BOXES SIZED I N ACCORDANCE WITH NEC REQUIREMENTS AND THE MAXIMUM L I M I T S SHOWN. PROVIDE GASKETED WEATHERPROOF COVERS FOR THE PULL BOXES.

REMAINING REINF.

SECTION THRU SECTION THRU BARRIER TRANSITION BARRIER PARAPET WALL AT PULL BOX WALL AT PULL BOX

I'd" MAX. x 1 ' 4 " MAX. PULL BOX

REINF. UNI

SECTION THRU SECTION THRU SECTION THRU R A I L I N G BARRIER TRANSITION BARRIER PARAPET WALL AT PULL BOX WALL AT PULL BOX

D E T A I L S OF CONDUIT CONDUIT PULL BOX D E T A I L S I N BARRIER PARAPET MOUNT NONMETALLIC OR GALVANIZED STEEL PULL BOXES FLUSH WITH THE OUTSIDE FACE OF THE RAILING WALL.

(TYP. EA. SIDE OF BRIDGE1 SPACE PULL BOXES AT NO MORE THAN 3 0 0 FEET AND A USE SCHEDULE 8 0 PVC NONMETALLIC P IPE FOR CONDUIT. MINIMUM OF 1 0 FEET FROM AN OPEN JOINT I N THE

RAIL ING WALL.

PROVIDE PULL BOXES WITH GASKETED WEATHERPROOF COVERS.

F IELD CUT AND/OR BEND RAILING WALL REINFORCING PROVIDE EXPANSION/DEFLECTION FITTINGS AT ALL OPEN ALONG OUTSIDE FACE AROUND THE PULL BOXES AS JOINTS I N THE BARRIER PARAPET. 'NECESSARY TO PROVIDE 2 INCH CLEARANCE BETWEEN THE

REINFORCING AND THE PULL BOXES. USE EXPANSION FITTINGS AT EXPANSION JOINTS TO

SOUTH CAROLINA DEPARTMENT OF TRANSPORTATION ACCOMMODATE THE MOVEMENTS SPECIFIED AT THE JOINT LOCAT I ON.

INCLUDE ALL COSTS FOR FURNISHING AND INSTALLING

DESIGN STANDARDS OFFICE PULL BOXES AND ANY INCIDENTALS REQUIRED I N THE

INCLUDE ALL COSTS FOR FURNISHING AND INSTALLING UNIT PRICE B I D FOR 2 " SCHEDULE 8 0 PVC CONDUIT. CONDUIT* EXPANSION/DEFLECTION AND/OR EXPANSION FITTINGS. AND ANY INCIDENTALS REQUIRED I N THE UNIT PRICE B I D FOR 2 " SCHEDULE 8 0 PVC CONDUIT.

I N BRIDGE BARRIER PARAPETS

AND R A I L I N G WALLS ION/OEFLECTION FITTING

EXPANSION/DEFLECTION EXPANSION/DEFLECTION F I T T I N G D E T A I L D E T A I L F I T T I N G D E T A I L

SECTION THRU R A I L I N G WALL

SECTION THRU R A I L I N G WALL

D E T A I L S OF CONDUIT I N R A I L I N G WALL

(TYP. EA. SIDE OF BRIDGE1 USE SCHEDULE 8 0 PVC NONMETALLIC P IPE FOR CONDUIT.

EXTEND CONDUITS 6 INCHES BEYOND EACH END OF THE BARRIER PARAPET TRANSITION AN0 CAP WITH WATERTIGHT COVERS.

PROVIDE EXPANSION/DEFLECTION FITTINGS AT ALL OPEN JOINTS I N THE RAIL ING WALL.

USE EXPANSION FITTINGS AT EXPANSION JOINTS TO ACCOMMODATE THE MOVEMENTS SPECIFIED AT THE JOINT LOCAT I ON.

INCLUDE ALL COSTS FOR FURNISHING AND INSTALLING CONDUIT* EXPANSION/DEFLECTION AND/OR EXPANSION FITTINGS* AND ANY INCIDENTALS REQUIRED I N THE UNIT PRICE B I D FOR 2 " SCHEDULE 8 0 PVC CONDUIT.

S W T H CAROLINA DEPARTMENT OF TRANSPORTATION



STANDARD DRAWING

SECTION 703-000

REFERENCES I NATIONAL DOCUMENTS STRUCTURAL WELDING CODE ( ANSIIAWS D l - 4 1

NOTES : 1. USE ASTM A706 REINFORCEMENT BARS. a = AVERAGE LENGTH OF BARS

b = MINIMUM LENGTH OF BARS

2. DIMENSIONS SHOWN ARE OUT-TO-OUT AND STANDARD CRSI BENDING DETAILS SHALL APPLY. EXCEPT AS NOTED.

REINFORCING STEEL CODE

3' 1 TYPE I SIZE I SERIES I COUPLER ( I I I

d = INCREMENTAL CHANGE I N LENGTH OF BAR

a 1

BARS B B A R S A BARS BA BARS C BARS D BARS CA SCDOT DOCUMENTS BARS AV 4. SPLICE WS AND WP BARS WITH EITHER ULTIMATE WELDED LAP SPLICES OR ULTIMATE MECHANICAL COUPLERS. USE OVER AND UNDER LAP SPLICES. NOT S I D E BY SIDE. TO MANTAIN BAR CLEARANCES.

5 . THE PAY ITEMS ARE: REINFORCING STEEL FOR STRUCTURES (BRIDGE)------------LB SPIRAL REINFORCING STEEL FOR STRUCTURES (BRIDGE)-----LB HOOP REINFORCING STEEL FOR STRUCTURES (BRIDGE)-------LB GALVANIZED REINFORCING STEEL FOR STRUCTURES (BRIDGE)-LB

I- a -I BARS F B

w BARS DA BARS DB BARS E BARS EA BARS F BARS F A

1 OR 6" MIN.

5 " (ALONG

(ALONG $1 ALONG $ 1

PRECONSTRUCTION SUPPORT ENGINEER DIMENSION

STANDARD 135" S E I S M I C HOOK D E T A I L

D E T A I L NOTES :

q 12 1

I

1 BARS H BARS G BARS GA

t- a I

BARS GB BARS GC

REQUIRED CONCRETE COVER.

Is/{ I N S I D E RADIUS '

OUTSIDE RADIUS = b/2

E I l l 2 TURNS AT A CLOSED PITCH SECURED BY AN ULTIMATE WELDED 'a P SPLICE. MARCH 2 1 2 0 0 9

DATE b-l BARS MA

STANDARD 135" SEISMIC HOOK - SEE DETAIL .

BARS J BARS J A BARS K BARS L BARS KA BARS M




REINFORCING SIZES

BARS S

METRIC

BARS SA BARS SB

ENGLISH

BARS R BARS RC

BAR D I A . I N .

BARS N

BAR AREA SQ. I N .

BARS RA BARS RB

1 STANDARD DRAWING 1 REINFORCING

BENDING D E T A I L S FOR BRIDGES

703-1 05-00 EFFECTIVE LETTING DATE 1 MAY, 2 0 0 9

BARS sc BARS SD BARS TA BARS TB BARS u BARS UA BARS v BARS 'WS BARS WP BARS T T H I S DRAWING I S NOT TO SCALE

HAUNCH ZONE

COMPACTED BEDDING

EXISTING/EMBANKMENT

1 . USE THE SAME MATERIAL FOR ALL LAYERSqONLY

COMPACTION/FUNCTION MAY VARY. SEE SC-M-714

SECTION X.3.3 FOR ALLOWABLE MATERIALS.

NOTES:

A. PLACE b COMPACT.

6 . PLACE LOOSE.

C. PLACE USING BORROW S P E C I F I C A T I O N RE-QUIREMENTS.

D. USE I N S T A L L A T I O N METHODS THAT DO NOT

DAMAGE P I P E .

E . PLACE LOOSE* COMPACT AFTER P I P E I N S T A L L A T I O N .

2. FOLLOW BORROW S P E C I F I C A T I O N FOR MATERIALS

AND COMPACTION, OR IN-SITU S O I L . SOUTH CAROLINA DEPARTMENT OF TRANSPORTATION

DESIGN STANDARDS OFFICE 955 PARK' STREET

ROOM 405 COLUMBIA, SC 29201

S T A N D A R D D R A W I N G

SECTION 71 4-000

3 . I F W I T H I N P I P E EMBEDMENT ZONE, USE METHODS AND

MATERIALS THAT DO NOT DAMAGE P I P E .

@ ALL P I P E REOU I RE GOOD FOUNDAT I ON MATER I AL . WHEN S I T E SOILS REQUIRE THE INSTALLATION OF AN IMPROVED P I P E FOUNDATION. FOLLOW SCDOT STANDARD DRAWING 7 1 4-020-000.

REQUIREMENTS

NO IMPROVED FOUNDATION WORK

OUTSIDE OIA.

SPEC I F ICAT ION SC-M-714

=///:

PLACE P I P E ON UNCOMPACTED BEDDING. ALIGN AND HOME J O I N T S O AS DESCRIBED I N SCDOT

/// E /// E /// I SID E DIA. SUPPLEMENTAL TECHNICAL

/ / I //I 1 \ I SPECIFICATION. SC-M-714 ///L ... . . . - . .. . E";$:":"ll ///=///=///=,z/r \\v 11 COMPACT BEDDING BEYOND THE

= ///r///r///r ///r / MIDDLE 0 0 1 3 AFTER INSTALL IN@ E ///r ///r ///r ///r P I P E BUT BEFORE PLACING

BACKF I L L

INSTALLATION W/

1 ///E /I/= /I/= ///I 4 7 - /

NO IMPROVED FOUNDATION WORK

W


SCOOT DOCUMENTS SCDOi SUPPLEMENTAL TECHNICAL

SPECIF ICATION SC-M-714 ENC INEERINC DIRECTIVE MEMORANDUM 2 4 INSTRUCTIONAL BULLETIN 2 0 1 0-01

RELATED DRAWINGS 8 KEY WORDS 714-105-00 714-110-00 714-505-00 714-010-00


TOP OF P I P E EMBEDMENT ZONE

TRENCH WIDTH X A AT TR H

:wkL:s LAY L:csLopED @ FOLLOW OSHA GUIDELINES

THE GREATEST OF 1.5 x O.D. + 1 2 "

OF COMPACTION LEVEL OF OR IN-SITU SOIL

STRUCTURAL BACKF I L L - n W NOTE: P I P E WILL SEAT ITSELF

SOUTH CAROLINA t- m T E S T COMPACT ION I N ACCORDANCE Y/ SC-M-714 AND BEDDING MATERIAL WILL o a COMPRESS DURING BACKFILLING a I El TEST COMPACTION ABOVE MINIMUM COVER I N AND COMPACTION 0 0 ACCORDANCE WITH EMBANKMENT REOUIREMENTS -

FOR FLEXIBLE P I P E ONLY. TEST COMPACTION I N ACCORDANCE W/ SC-M-714 ABOVE SPRINGLINE

I 3 I - X a I

NO IMPROVED FOUNDATION WORK PREPARAT I ON 1

r L k/= ///r // z 0 - t- o 1/3 0.0. . Q

m a Q

+ E v ) = GEOTEXTILE FOR 2: a DRAINAGE FILTRATION I n & E ( I F REQUIRED)

DETAIL PIPE ADD IT I O N A L ~ FOUNDATION WORK PAY LIMITS W/ IMPROVED FOUNDATION WORK

IMPROVED FOUNDATION WORK

INSTALLATION W/IMPROVED FOUNDAT I ON WORK

@ DETERMINE NEED FOR IMPROVING EXISTING PIPE FOUNDATION WHEN REQUIRED. INSTALL AS SHOWN.

SPECIFICATION. SC-M-714

SHADED AREA I S PAY L I M I T S

TEST COMPACTION ACCORDANCE W/ SC-M-714

TEST COMPACTION ABOVE MINIMUM COVER IN ACCORDANCE WITH EMBANKMENT REQUIREMENTS

SITE SOILS AND EMBANKMENT BACKFILL TOP OF PIPE EMBEDMENT ZONE

MUST BE COMPACTED WITHIN 5% THE GREATEST OF OF COMPACTION LEVEL OF 3.0 x O.D. STRUCTURAL BACKFILL - OR -

AS REQUIRED TO SAFELY F I T PERSONNEL AND COMPACTION

SEE TABLE 714-020A EQU IPMENT

COMPLETE STRUCTURAL BACKFILL @ AS REQUIRED SEE COMPLETED

REDUCED UNDERCUT FROM TABLE 714-020A

SPT "N " LESS THAN 6 0 " DIA. 6 0 " DIA. TO 8 4 " DIA. 9 6 " DIA. OR LARGER LESS THAN 60" DIA. 60" DIA. TO 8 4 " DIA. 96" DIA. OR LARGER

LESS THAN 1 CUSTOM CUSTOM CUSTOM CUSTOM CUSTOM CUSTOM 1-2 27 2 5 2 3 12 1 0 8

5-8 1 6 14 1 2 3 GEOGRID ONLY NO UNDERCUT GEOGRID ONLY NO UNDERCUT 9-1 5 8 6 4 GEOGRID ONLY NO UNDERCUT GEOGRID ONLY NO UNDERCUT GEOGRID ONLY NO UNDERCUT

GREATER THAN 15 NONE SEE 714-005-00 NONE SEE 714-005-00 NONE SEE 714-005-00 NONE SEE 714-005-00 NONE SEE 714-005-00 NONE SEE 714-005-00 SEE PLANS. CONTRACT DOCUMENTS. OR GEOTECHNICAL ENGINEER FOR SPT "N1' VALUES. PREPARATION

WHEN IMPROVED FOUNDATION

I S REQUIRED 1

DETAIL NOTE: P IPE WILL SEAT ITSELF AND BEDDING MATERIAL WILL COMPRESS DURING BACKFILLING

BACKFILL INSTALLATION W/ IMPROVED FOUNDATION WORK

AND COMPACTION

1. USE MATERIALS AND METHODS OF CONSTRUCTION FOR PERMANENT P I P E I N CONFORMANCE WITH SCDOT SUPPLEMENTAL SPECIF ICATION SC-M-7 1 4 .

2. SEE SHEET 714-205-XX FOR RCP F I L L HEIGHT TABLES.

3 . WHEN CONNECTING D I S S I M I L A R P I P E . USE DRAINAGE STRUCTURE OR DESIGN INTERFACE. DO NOT M I X P I P E TYPE* CLASS* OR DETAILS W I T H I N A SINGLE RUN OF P I P E BETWEEN DRAINAGE STRUCTURES. SEE Q U A L I F I E D PRODUCT L I S T 1 4 FOR PRECAST REINFORCED CONCRETE DRAINAGE STRUCTURES.

4. USE AT LEAST THE MINIMUM CLASS OR GAGE REQUIRED TO CARRY THE F I L L HEIGHT AS S P E C I F I E D I N THE STANDARD DRAWING F I L L HEIGHT TABLES. WHEN P I P E CLASS I S S P E C I F I E D I N THE PLANS* CONFIRM THAT THE S P E C I F I E D CLASS CAN CARRY THE INSTALLED MAXIMUM COVER BEFORE B A C K F I L L I N G THE PIPE. I F INSTALLED GRADES VARY FROM THOSE SHOWN

ENC INEER ING DIRECTIVE MEMORANDUM 2 4 I N THE PLANS. CONFIRM THAT P I P E CLASS I S SUFFICIENT TO CARRY THE INSTALLED F I L L HEIGHTS. DO NOT REDUCE THE P I P E CLASS BELOW

INSTRUCTIONAL BULLET I N 2007-04 THE CLASS SHOWN I N THE PLANS UNLESS DIRECTED BY THE ENGINEER. QUALIFIED PRODUCT L I S T 1 4 5. USE RIPRAP. BEVELED ENDS* REINFORCED CONCRETE SLAB.

WINGWALLS. OR END TREATMENT AS DESCRIBED I N THE PLANS. SCDOT SUPPLEMENTAL SPECIF ICATION SC-M-714. OR SCDOT STANDARD DRAW I NGS.

6. P I P E EMBEDMENT ZONE BACKFILL MUST MEET OR EXCEED THE MINIMUM MATERIAL AND COMPACTION REQUIREMENTS OF THE ROADWAY EMBANKMENT FOR THE S P E C I F I E D BURIAL DEPTH WITHOUT DAMAGING THE P I P E .

7. FOR SHALLOW INSTALLATIONS (PAVEMENT ON MINIMUM COVER). INSTALL P I P E EMBEDMENT ZONE MATERIAL TO PREVENT SETTLEMENT AROUND THE P I P E . I F REQUIRED. USE STRUCTURAL BACKFILL MATERIAL OR CLSM TO PREVENT T H I S SETTLEMENT.

8. USE T H I S INSTALLATION ONLY I N LOCATIONS ABOVE GROUNDWATER TABLE. USE T H I S INSTALLATION I N LOCATIONS WHERE P I P E SYSTEM

I F BOTTOM OF SUBBASE I S NOT SUBJECTED TO PRESSURE HEAD. I S WITHIN 3 ' OF TOP 0 9. FOR DETAILS 1 8 2. INSTALL STRUCTURAL BACKFILL AS SHOWN. AND EXTEND STRUCTURAL BACKFILL USE BORROW EXCAVATION REQUIREMENTS FOR S O I L ABOVE P I P E EMBEDMENT ZONE. TO TOP OF TRENCH

10 . FOR DETAILS 3 A 4. INSTALL STRUCTURAL BACKFILL AS SHOWN FROM TOP OF P I P E TO TOP OF SUBGRADE.

TRENCH WALLS

INVERT OF FULLY INSTALLED PIPE GEOTEXTILE NOT SHOWN MATCH INVERT

GEOTEXTILE NOT SHOWN

I I I I I I I I I

GEOTEXTILE FOR I I I I I I I I I I DRAINAGE FILTRATION

EMBANKMENT ( I F REQUIRED) OR IN-SITU S

NOTE: PIPE WILL SEAT ITSELF AND BEDDING MATERIAL WILL COMPRESS DURING BACKFILLING AND COMPACTION





STANDARD TRENCH TERMINOLOGY (COMPLETED R I G I D P I P E I N S T A L L A T I O N )

1 NSTALLAT I ON INSTALLAT I ON MINIMUM COVER I NSTALLAT I ON

USE ONLY WHEN AN IMPROVED FOUNDATION I S REQUIRED

DETAIL TYPICAL INSTALLATION

NOTES :

1. USE MATERIALS AND METHODS OF CONSTRUCTION FOR PERMANENT P IPE I N CONFORMANCE WITH SCDOT SUPPLEMENTAL SPECIFICATION SC-M-7 14.

2. SEE SHEET 714-205-XX FOR RCP F I L L HEIGHT TABLES.

3 . WHEN CONNECTING DISSIMILAR PIPE. USE DRAINAGE STRUCTURE OR DESIGN INTERFACE. DO NOT MIX P I P E TYPE. CLASS* OR DETAILS WITHIN A SINGLE RUN OF P I P E BETWEEN DRAINAGE STRUCTURES. SEE QUALIFIED PRODUCT L I S T 1 4 FOR PRECAST REINFORCED CONCRETE DRAINAGE STRUCTURES.

4. USE AT LEAST THE MINIMUM CLASS OR GAGE REQUIRED TO CARRY THE F I L L HEIGHT AS SPECIFIED I N THE STANDARD DRAWING F I L L HEIGHT TABLES. WHEN P I P E CLASS I S SPECIFIED I N THE PLANS. CONFIRM THAT THE SPECIFIED CLASS CAN CARRY THE INSTALLED MAXIMUM COVER BEFORE BACKFILLING THE PIPE. IF INSTALLED GRADES VARY FROM THOSE SHOWN I N THE PLANS, CONFIRM THAT P I P E CLASS I S SUFFICIENT TO CARRY THE INSTALLED FILL HEIGHTS. DO NOT REDUCE THE PIPE CLASS BELOW THE CLASS SHOWN I N THE PLANS UNLESS DIRECTED BY THE ENGINEER.

5. USE RIPRAP. BEVELED ENDS, REINFORCED CONCRETE SLAB. WINGWALLS* OR END TREATMENT AS DESCRIBED I N THE PLANS. SCDOT SUPPLEMENTAL SPECIFICATION SC-M-714. OR SCDOT STANDARD DRAW I NGS.

6. P I P E EMBEDMENT ZONE BACKFILL MUST MEET OR EXCEED THE MINIMUM MATERIAL AND COMPACTION REQUIREMENTS OF THE ROADWAY EMBANKMENT FOR THE SPECIFIED BURIAL DEPTH WITHOUT DAMAGING THE PIPE.

7. FOR SHALLOW INSTALLATIONS (PAVEMENT ON MINIMUM COVER), INSTALL P I P E EMBEDMENT ZONE MATERIAL TO PREVENT SETTLEMENT AROUND THE PIPE. I F REQUIRED. USE STRUCTURAL BACKFILL MATERIAL OR CLSM TO PREVENT THIS SETTLEMENT.

8. USE THIS INSTALLATION ONLY I N LOCATIONS ABOVE GROUNDWATER TABLE. USE THIS INSTALLATION I N LOCATIONS WHERE P I P E SYSTEM I S NOT SUBJECTED TO PRESSURE HEAD.

DETAIL SHALLOW INSTALLATION

REFERENCES NAT l ONAL DOCUY NTS --------------

.SCDOT DOCUMENTS SUPPLEMENTAL

SPECIFICATIONS SC-M-714 ENGINEERING DIRECTIVE MEMORANDUM 2 4 lNSTRUCTlONAL BULLETIN 2007-04 OUALIFIED PRODUCT L I S T 1 4 SCDOT SUPPLEMENTAL SPEC I F 1 CAT 1 ON CEOGfl I D S O I L RE INFORCEMENT

RELATED DRAWINGS 8 KEYWORD 714-020-00 714-1 10-00 7 1 4-205-00

DETAIL

9. DESIGN P IPE AND MINIMUM COVER DIMENSION I N ACCORDANCE WITH LOAD CASES DESCRIBED I N SCDOT INSTRUCTIONAL BULLETIN 2007-4.

I F BOTTOM OF SUBBASE I S WITHIN 3' OF TOP 0 10. FOR DETAILS 1 8 2 INSTALL STRUCTURAL BACKFILL AS SHOWN. AND EXTEND STRUCTURAL BAC USE BORROW EXCAVATION REQUIREMENTS FOR SOIL ABOVE P I P E EMBEDMENT

ZONE. TO TOP OF TRENCH

11. FOR DETAILS 3 8 4 INSTALL STRUCTURAL BACKFILL AS SHOWN FROM TOP OF P I P E TO TOP OF SUBGRADE.

EXISTING OR DESIGNED PAVEMENT

INVERT OF FULLY INSTALLED PIPE

GEOGRID 8 GEOTEXTILE NOT SHOWN


I I I I I I I I I I I NDATION MATERIAL

TYPE P1 BIAXIAL GEOGRID

OTE: PIPE WILL SEAT ITSELF OR IN-SITU SOIL FILTRATION. MINIMUM LAP ND BEDDING MATERIAL WILL

REQUIRED AT ALL SPLICES. OMPRESS DURING BACKFILLING ND COMPACTION

GEOGRID d GEOTEXTILE NOT SHOWN

( R I G I D P I P E INSTALLATION COMPLETED TRENCH

WHEN AN IMPROVED FOUNDATION I S

TRENCH TERMINOLOGY WHEN AN IMPROVED FOUNDATION I S REQUIRED REQU I RED 1

(COMPLETED R I G I D P I P E INSTALLATION)

( - - I = (DIAMETER) ( - - - I = (CLASS ROMAN #) ( - = (CLASS #)

AASHTO M 1 9 8 PREFORMED F L E X I B L E J O I N T SEALANT AASHTO M1981 AASHTO M2211 AASHTO M2251 ( I N S T A L L ACCORDING TO MANUFACTURER'S D I R E C T I O N AASHTO M295, AASHTO M302, AASHTO M3151 AND SCOOT SUPPLEMENTAL TECHNICAL S P E C I F I C A T I 2. USE ONLY P I P E CLASSES L I S T E D I N TABLES 7 1 4 - 2 0 5 A 8 7 1 4 - 2 0 5 0 . USE ONLY WALL TYPES B OR C.

AASHTO T 9 6 1 AASHTO T I 0 4 1 ASTM A 7 0 6 UT J O I N T SEALANT TO BE S I D E SC-M-7 I 4. FOR EACH P I P E DIAMETER ON A PROJECT* PROVIDE ONLY ONE WALL TYPE ( B OR C ) FOR EACH CLASS. COVER

APPED AS SHOWN I N D E T A I L 2 . D IMENSION L I S T E D I N TABLE 7 1 4 - 2 0 5 A I S MEASURED FROM THE TOP OF THE P I P E TO THE F I N I S H E D GRADE

0 NOT OVERLAP. TWIST. OR ELEVAT I ON.

D J O I N T SEALANT. I D E BETWEEN 1 "8 3 "

3. USE P I P E AND J O I N T MATERIAL FROM A MANUFACTURER COMBINATION SHOWN ON Q U A L I F I E D PRODUCT L I S T 6 9 .

L A P OF J O I N T 8 4 .

WHEN DEFORMED B I L L E T STEEL REBAR I S USED FOR CUSTOM P I P E , OBTAIN REBAR FROM A MANUFACTURER R I A L . D O N O T L I S T E D ON SCDOT Q U A L I F I E D PRODUCT L I S T 6 0 . FOLLOW INSTRUCTIONAL B U L L E T I N 2 0 1 0 - 0 1 AND ENGINEER A L L WITH GAPS I N OF RECORD RECOMMENDATIONS TO DETERMINE LOADING FOR CUSTOM P I P E . T MATERIAL. DO NOT

SUPPL I E D BY T ENDS OF SEALANT 8 5. SEE 7 1 4-990-M0 FOR R E S I D E N T I A L DRIVEWAY I N S T A L L A T I O N FOR MA I NTENANCE APPLICATIONS.

MANUFACTURER PAY ITEMS: 7 1 4 3 x x x (--)"SMOOTH WALL PIPE...................L.F. xxxxxxx ( - - ) " P I P E ADDIT IONAL FOUNDATION WORK.. ..L.F. 7 1 4 1 x x x ( - - ) "RC P I P E CUL.-CLASS(---) ............ L.F.

DETAIL 7 1 4 1 ~ ~ ~ ( - -1"RC P I P E - C L ( - 1 AASHTO M315JNT ....... L.F.

FLEXIBLE JOINT MATERIAL PIPES UP TO AN0 INCLUDING 48" DIA.

( AASHTO M 198 1 PREFORMED FLEXIBLE JOINT MATERIAL PIPES LARGER THAN 48" DIA.

AASHTO M 198 J O I N T S E A L A N T

AASHTO M 3 1 5 RUBBER GASKET ( I N S T A L L ACCORDING TO MANUFACTURERS DIRECTIONS AND SCOOT S P E C I F I C A T I O N S ) 5 2 - MANUFACTURERS MAY SUBSTITUTE HIGHER CLASS P IPE THAN SPECIFIED I N THE PLANS. HOWEVER. INSTALLATION DEPTH SHALL NOT EXCEED THAT SHOWN FOR THE P IPE INDICATED

I N THE PLANS UNLESS APPROVED BY THE ENGINEER OF RECORD. NO ADDITIONAL PAYMENT WILL BE MADE FOR HIGHER CLASS SUBSTITUTION.

S3. THE REINFORCED CONCRETE P IPE F I L L HEIGHT TABLE I S BASED ON THE FOLLOWING CRITERIA:

LOAD CASE 1 - TYPICAL STANDARD,INSTALLATION SCDOT DEEP INSTALLATIDN = 3 0 FOR ALL INSTALLATIONS BEYOND 30' . EMBANKMENT SETTLEMENT MAY CONTROL DESIGN. CONSULT WITH P IPE MANUFACTURERS AND GEOTECHN I C A ~ ENGINEERS BEFORE USING DEEPER THAN 3 0 NUMBERS PUBL I SHED ARE BASED ON MINIMUM (MOST CONSERVATIVE 1

ALUES CALCULATED BASED ON AASHTO LRFD DIRECT DESIGN OR SCDOT DEEP INSTALLATION CUTOFF

SUPPLIED BY I+ 1 2 " D I A CLASS I I I AND CLASS I V HAVE THE SAME MATERIAL PROPERTIES. USE MINIMUM CLASS' I V 12'' DIAMETER. ]

MANUFACTURER LOAD CASE 2 - TYPICAL MINIMUM COVER INSTALLATION NUMBERS PUBLISHED ARE BASED ON MOST CONSERVATIVE VALUES FROM AASHTO LRFD DIRECT DESIGN CALCULATIONS OR AASHTD LRFD TABLE 12.6.6.3-1 FOR CLASS SPECIFIED OF REINFORCED CONCRETE P IPE UNDER FLEXIBLE PAVEMENT [W MINIMUM COVER MAY BE REDUCED TO 0.75 FOR SPECIFIED CLASS WHEN PIPE' I S INSTALLED UNDER R I G I D PAVEMENT. 1

LOAD CASE 3 - TYPICAL MINIMUM COVER FOR CONSTRUCTION LOADING NUMBERS PUBLISHED ARE BASED ON AASHTD LRFD SECTION 27.5.4.4 FOR REINFORCED CONCRETE PIPE. AASHTD LRFD DIRECT DESIGN CALCULATIONS

ERE PERFORMED TO VERIFY RESULTS FOR 75 K/AXLE CONDITION. DETAIL --x MAXIMUM CONSTRUCTION VEHICLE LOADING I S 1 6 K/AXLE WITH COVER BETWEEN 3 AND 6 FEET OTHERWISE USE HIGHER P IPE CLASS OR A OID

!R I V I NG CONSTRUCT ION VEHICLES OVER INSTALLED PIPE. CONTACT DESIGN STANDARDS OFF ICE I F ~ E A V IER EQU IPMENT LOAD I NG I S EXPECTED. 1 ( AASHTO M 31 5 1 RUBBER (AASHTO M 315 1 RUBBER PROFILE GASKET EQUALIZATION PROF I LE GASKET LOAD CASE 4 - UNIVERSIAL HL-93 DRIVEWAY APPLICATIONS ONLY WHEN MINIMUM COVER (CASE 2) CANNOT BE ACHIEVED L$ NUMBERS PUBL ISED ARE BASED ON CAPACITY OF PIPE USING AASHTD LRFD DIRECT DESIGN EOUATIONS AT 0 ' COVER.

CHOOSE P IPE CLASS BASED ON LOADING OF VEHICLES USING DRIVE FOR CASE 4 INSTALLATIONS. AASHTO M 315 RUBBER GASKET

USE AASHTO M 315 RUBBER GASKET JOINTS I N COASTAL COUNTIES LOAD CASE 6- INSTALLATIDN BELOY GROUNDWATER TABLE

SCDOT DEEP INSTALLATION = 3 0 FOR ALL INSTALLATIONS BEYOND 3 0 ' . EMBeNKMENT SETTLEMENT MAY CONTROL DESIGN. CONSULT WITH P IPE (BERKELEY. BEAUFORT. CHARLESTON. COLLETON* DORCHESTER MANUFACTURERS AND GEOTECHN 1 CAL ENGINEERS BEFORE US I NG DEEPER THAN 3 0 NUMBERS PUBL I SHED ARE BASED ON M I N I MUM ( MOST CONSERVATIVE I

SMOOTH WALL GEORGETOWN. HORRY. AND JASPER). OR WHERE VALUES CALCULATED BY MANUFACTURERS L ISTED ON QUAL I F IED PRODUCT L I ST 0 k SCDOT DEEP INSTALLAT ION CUTOFF. P IPE INSTALLED DEEPER INFILTRATION/EXFILTRATION I S A CONCERN. SEE PROJECT PLANS AND THAN 2 X 0 -D . BELOW GROUNDWATER TABLE ELEVATION REQUIRE CUSTOM DESIGN. SPECIAL PROVISIONS FOR ADDITIONAL REQUIREMENTS. 8 54. EACH P IPE MANUFACTURER WISHING TO SUPPLY P IPE FOR SCDOT PROJECTS SHALL SUBMIT CERTIFICATION FROM A SOUTH CAROLINA REGISTERED PROFESSIONAL ENGINEER STATING

THAT ALL P IPE PRODUCED FOR USE WITHIN SCDOT RIGHT OF WAY MEETS THE MATERIAL AND FABRICATION REQUIREMENTS OF AASHTO M 1 7 0 AND WILL MEET OR EXCEED THE INSTALLATION L I M I T S SHOWN I N THE SCDOT F I L L HEIGHT TABLE WHEN ANALYZED I N ACCORDANCE WITH SCDOT INSTRUCTIONAL BULLETIN 2010-01.

5 5 - S I T E CONDITIONS OTHER THAN TYPICAL INSTALLATION MAY ALSO REQUIRE SPECIAL DESIGNED PIPE. FOR THESE CONDITIONS* OTHER P IPE TYPES MAY BE MORE APPROPRIATE.

DETAILS & F I L L CONTACT P IPE MANUFACTURER BEFORE SPECIFYING THIS P IPE TYPE FOR CUSTOM INSTALLATIONS.

S6. THIS F I L L HEIGHT TABLE I S FOR USE I N ROADWAY APPLICATIONS ONLY AND SHOULD NOT BE USED FOR ANY OTHER TRANSPORTATION FACILITY.

57. SPECIAL DESIGN MAY BE REQUIRED FOR INSTALLATIONS OUTSIDE OF SCDOT RIGHT OF WAY - SEE RIGHT OF WAY/UTILITY/MUNICIPAL AGREEMENT FOR THESE INSTALLATIONS.

S8. CALCULATIONS PERFORMED USING RCP.DIRECT.DESIGN.STIRRUPS ( V l . l l . X L S

REFERENCES NAT l ONAL DOCUMENTS

TABLE 714-2OSB AASHTO M32v AASHTO M551 AASHTO M1701

REINFORCED CONCRETE PIPE (RCP) SMOOTH WALL PIPE AASHTO ~ 1 9 8 ~ AASHTO ~ 2 2 1 , AASHTO ~ 2 2 5 , AASHTO M2951 AASHTO M3021 AASHTO M315,

AASHTO M 170 B AND C WALL PIPE WITH CIRCULAR REINFORCEMENT ONLY AASHTO T96o AASHTO T I 0 4 o ASTM A706

LOADING FROM SCDOT INSTRUCTIONAL BULLETIN 2010-01 HL-93 CASES 1,2, AND 4 PlPE DIAMETER (IN)

INDIRECT DESIGN , SCDOT DOCUMENTS

DIRECT DESIGN SCDOT SUPPLEMENTAL TECHNICAL 12 1 15 1 18 24 48 1 54 1 60 1 66 1 72 78 I 84 96 I 108 I 120 SPEC I F l CAT I ON SC-M-714

ENGINEERING DIRECTIVE YMORANDUM 2 4 INSTRUCTIONAL BULLETIN 2010-01

co 11 **0.50 OUAL I F l ED PRODUCT L l ST 6 0 OUAL I F I E D PRODUCT L l S T 6 9

6 11 *0.75 W 11 1.00 RELATED DRAWINGS 6 KEYWORDS

11 1.25 7 1 4-005-00 7 1 4-1 05-00

F 11 1.5 714-1 1 0 - 0 0

6 11 1.7! 2.0(


Z 11 6.0( 6 11 7.0( I 11 8.0(

+ F 11 9.0(

w w 11 11.0( L nf 11 12.01 - 0 11 13.0(

Z 11 14.01

+ 0 11 16.0( APRIL 3 0 1 2 0 1 0

e z 11 17.0(


DESIGN STANDARDS OFFICE 9 5 5 PARK STREET

ROOM 405 COLUMBIA. SC 29201

* ALLOWED UNDER R I G I D PAVEMENT ONLY OR DRIVEWAY. * CASE 4 UNIVERSAL HL-93 DRIVEWAY APPLICATION LOADING (NOT ALLOWED FOR ROAD CROSSING). [ P I P E CLASS I K I P / AXLE CAPACITY] + CLASS UPSIZED BY SCDOT TO MEET PRACTICAL DESIGN/INSTALLATION REOUIREMENTS. ++ 1 2 " DIAMETER CLASS 111 P IPE HAS THE SAME STRUCTURAL CHARACTERISTICS AS CLASS I V AND MAY BE SUBSTITUTED I F CLASS I V P I P E I S UbjAVAILABLE. INDIRECT DESIGN USED FOR P I P E 1 2 " TO 3 0 " DIAMETER (LOAD CASES 1 AND 2 ) . DIRECT DESIGN USED FOR OTHER LOAD CASES AND FOR P I P E 3 6 ' DIAMETER AND LARGER. CALCULATIONS PERFORMED USING RCP.DIRECT.DESIGN.STIRRUPS ( ~ 1 . 1 ).XLS SEE STANDARD DRAWING 714-205-03 FOR DETAILS AND DESIGN REOUIREMENTS FOR CLASS SCDOT30 REINFORCED CONCRETE P I P E ?

m . . - 4 ... -- I.. V h I , . "L I , , .L II. Y L Ill*: "L

* * 3 111**32 111**32 111**32 111' 52 111**32 111**32 Ill* Ill* Ill* Ill* Ill* Ill* Ill*

I Ill Ill Ill Ill Ill Ill

1 Ill 1 Ill 1 Ill 1 Ill 1 Ill 1 Ill 1

Ill Ill Ill Ill Ill I Ill Ill Ill Ill Ill I Ill Ill Ill Ill Ill I

Ill Ill Ill Ill I Ill Ill Ill Ill I

Ill Ill I Ill Ill I

Ill m

t : I I INS IDE TENSION

I I WIRES

CIRCUMFERENTIAL REINFORCEMENT

OUTSIDE COMPRESSION

\ S s o \

I M NOTE : FOR CLAR I TY. STIRRUP RE INFORCMENT NOT SHOWN. M I

BEND D I A = ( 2 x

SECT I ON SCALE 3": 1 ' WALL SECTION CIRCUMFERENTIAL

w RE I NFORCEMENT ONLY

1. SEE 714-205-01 AND 714-205-02 FOR ACCEPTABLE F I L L HEIGHT TABLES FOR

AASHTO MI981 AASHTO M2211 AASHTO M2251 SCDOT30 CUSTOM RCP.

AASHTO I42951 AASHTO M3021 AASHTO M3151 2. SCDOT30 CUSTOM RCP WAS DEVELOPED TO PROVIDE A PREDESIGNED OPTION FOR RCP AASHTO T961 AASHTO T I 0 4 1 ASTM A706 SIZES WHERE AASHTO M I 7 0 DOES NOT PROVIDE P I P E DESIGN DATA OR P I P E OF

SUFFICIENT STRENGTH TO MEET SPECIFIED DESIGN CONDITIONS.

3. ALL P I P E ( S 1 L ISTED I N TABLE 714-205C MUST BE FABRICATED I N ACCORDANCE WITH ALL MATERIAL PROPERTIES* TOLERANCES* AND FABRICATION PROCEDURES DESCRIBED I N AASHTO M I 7 0 EXCEPT WHERE SPECIFIED OTHERWISE ON TH IS DRAW I NG.

SPECIFICATION SC-M-714 EN6 INEER IN6 DIRECTIVE MMORANDUM 24 4 . USE WELDED WIRE FABRIC MEETING AASHTO M32. M551 M2211 OR M225 WITH A

INSTRUCT I ONAL BULLET l N 201 0-01 MINIMUM YIELD STRENGTH OF 6 5 K S I .

QUAL F I E 0 PRODUCT L IST 6 0 5. CLEARLY MARK THE "TOP" AND "BOTTOM" P I P E LOCATIONS ON OUTSIDE DIAMETER OUALIFlED PRODUCT L I S T 69 OF P I P E WALL. USE WATERPROOF INK FOR ALL MARKINGS. MARK THE TOP OUTSIDE

DIAMETER CENTERL INE OF P I P E WALL WITH "TOP --- $".

6. WHEN PLACING P I P E ON TOP OF THE BEDDING MATERIAL* THE P I P E INVERT MUST BE POSITIONED SO THAT THE LOCAT ION OF THE P IPE "TOP --- $" MARK I S I N THE CORRECT POSITION AS SHOWN I N DETAIL 7.

7. P I P E MANUFACTURER SHALL PROVIDE A CERTIFICATION LETTER FOR COMPLIANCE TO TH IS SCDOT30 DESIGN WITH THE PROVIDED P IPE . OR SUBMIT STRUCTURAL CALCULATIONS AND SHOP DRAWINGS I N CONFORMANCE WITH INSTRUCTIONAL BULLETIN 2010-01 FOR REVIEW AND APPROVAL BEFORE COMMENCING FABRICATION OF THE CUSTOM P IPE . ALL SHOP DRAWINGS AND STRUCTURAL CALCULATIONS SHALL BE SEALED BY A PROFESSIONAL ENGINEER REGISTERED I N THE STATE OF SOUTH CAROL I NA.

SUPPORT ENGINEER

MARK "BOTTOM"

RE I NFORCEMENT ( 72 " D I AMETER SHOWN 1

M NOTE: A s i S A s o - AREA OF REINFORCEMENT REWIRED PER FOOT LENGTH OF P IPE . M

ELEVATION VIEW

I NSTALLAT I ON ORIENTATION

TABLE 7 1 4 - 2 0 5 C : CUSTOM CLASS SCDOTSO REINFORCED CONCRETE P I P E SOUTH CAROL INA I N S I D E CIRCUMFERENTIAL REINFORCEMENT OUTSIDE CIRCUMFERENTIAL REINFORCEMENT STIRRUP DESIGN (SYMMETRICALLY ABOUT INVERT)

ST I RRUP

( IN ) ( I N1/FT/L I NE I

SMOOTH WALL

(CUSTOM SCDOT30)

INS IDE TENSION

I I \ OUTSIDE COMPRESSION \

\ \

ARRANGEMENTS ACCEPTABLE. SEE NOTE 7 1

1 USE MATERIALS AND METHODS 0 P ~ P E I N CONFORMANCE WITH SCDOT SPEC I F I CAT I ON SC-M-7 1 4.

2. SEE SHEET 714-810-XX FOR CAAP AND SHEET 714-605-XX FOR SRAP ALUMINUM P I P E F I L L HEIGHT TABLES. SEE SHEET 714-705-XX FOR HDPE F I L L HEIGHT TABLES.

3 . WHEN CONNECTING D I S S I M I L A R P I P E . USE DRAINAGE STRUCTURE AT INTERFACE. DO NOT M I X P I P E TYPE. CLASS. OR DETAILS W I T H I N A S INGLE RUN OF P I P E BETWEEN DRAINAGE STRUCTURES. SEE Q U A L I F I E D PRODUCT L I S T 1 4 FOR PRECAST REINFORCED CONCRETE DRAINAGE STRUCTURES.

4. USE GROUTED CONNECTIONS TO DRAINAGE STRUCTURES AS INDICATED ON DRAINAGE STRUCTURE STANDARD DRAWINGS. FOLLOW MANUFACTURER RECOMMENDATIONS FOR CONNECTIONS TO DRAINAGE STRUCTURES.

5. USE RIPRAP. BEVELED ENDS. REINFORCED CONCRETE SLAB. WINGWALLS. OR END TREATMENT AS DESCRIBED I N THE PLANS. SCDOT STANDARD SPECIF ICATIONS. OR SCDOT STANDARD DRAWINGS (LATEST E D I T I O N ) .

6. DO bOT USE BEVELED ENDS ON CAAP* SRAPI OR HDPE P I P E LARGER THAN 2 4 I N DIAMETER.

7. USE T H I S INSTALLATION ONLY I N LOCATIONS ABOVE GROUNDWATER TABLE. USE T H I S INSTALLATION I N LOCATIONS WHERE P I P E SYSTEM I S NOT SUBJECTED TO PRESSURE HEAD.

8. DESIGN P I P E AND MINIMUM COVER DIMENSIONS I N ACCORDANCE WITH LOAD CASES DESCRIBED I N SCDOT INSTRUCTIONAL B U L L E T I N 2007-4.

9. FOR P I P E S NOT DESCRIBED I N SC-M-714 REVIEW INSTALLATION PROCEDURE WITH P I P E MANUFACTURER AND SUBMIT ANY INSTALLATION

I F BOTTOM OF SUBBASE CHANGES TO THE DEPARTMENT FOR REVIEW. I S WITHIN 3 ' OF TOP OF PIPE. 10 . FOR D E T A I L S 1 8 2 INSTALL STRUCTURAL BACKFILL AS SHOWN. AND EXTEND STRUCTURAL BACKFILL USE BORROW EXCAVATION REQUIREMENTS FOR S O I L ABOVE P I P E EMBEDMENT

ZONE. TO TOP OF TRENCH

1 1 FOR D E T A I L S 3 8 4 INSTALL STRUCTURAL BACKFILL AS SHOWN FROM T D ~ OF PIPE TO TOP OF SUBGRADE.

SUPPORT ENGINEER EXISTING OR DESIGNED PAVEMENT TOP OF SUBGRADE SUBBASE ( I F REQUIRED) TOP OF SUBGRADE

TRENCH WALLS

FOLLOW OSHA

INVERT OF FULLY INSTALLED PIPE MATCH INVERT GEOTEXTILE NOT SHOWN

ELEVATION SHOWN NDWATER T ~ L E IN PLANS

I l l 1 1 GEOTEXTILE NOT SHOWN

GEOTEXTILE( I F REQUIRED) USE MINIMUM LAP AT ALL SPLICES

EMBANKMENT NOTE: PIPE WILL SEAT ITSELF

OR IN-SITU AND BEDDING MATERIAL WILL COMPRESS DURING BACKFILLING AND COMPACTION


INSTALLATION

*E?&rW INSTALLAT ION Rfk-U I NSTALLAT I ON

STANDARD TRENCH TERMINOLOGY (COMPLETED F L E X I B L E P I P E I N S T A L L A T I O N )

USE ONLY WHEN AN IMPROVED F O U N D A T I O N I S R E Q U I R E D

2. SEE SHEET 714-810-XX FOR CAAP AND SHEET 714-605-XX FOR SRAP ALUMINUM P I P E F I L L HEIGHT TABLES. SEE SHEET 714-705-XX FOR HOPE F I L L HEIGHT TABLES.

3 . WHEN CONNECTING D I S S I M I L A R P I P E . USE DRAINAGE STRUCTURE AT INTERFACE. DO NOT M I X P I P E TYPE. CLASS. OR D E T A I L S W I T H I N A S INGLE RUN OF P I P E BETWEEN DRAINAGE STRUCTURES. SEE Q U A L I F I E D PRODUCT L I S T 1 4 FOR PRECAST REINFORCED CONCRETE DRAINAGE STRUCTURES.

4. USE GROUTED CONNECTIONS TO DRAINAGE STRUCTURES AS INDICATED ON DRAINAGE STRUCTURE STANDARD DRAWINGS. FOLLOW MANUFACTURER RECOMMENDATIONS FOR CONNECTIONS TO DRAINAGE STRUCTURES.

5 . USE RIPRAP. BEVELED ENDS. REINFORCED CONCRETE SLAB. WINGWALLS. OR END TREATMENT AS DESCRIBED I N THE PLANS. SCDOT STANDARD SPECIFICATIONS. OR SCDOT STANDARD DRAWINGS (LATEST E D I T I O N ) .

6 - DO 9OT USE BEVELED ENDS ON CAAP. SRAP. OR HDPE P I P E LARGER THAN 2 4 I N DIAMETER.

7 - DESIGN P I P E AND MINIMUM COVER DIMENSIONS I N ACCORDANCE WITH LOAD CASES DESCRIBED I N SCDOT INSTRUCTIONAL B U L L E T I N 2007-4.

8. FOR P I P E S NOT DESCRIBED I N SC-M-714 REVIEW INSTALLATION PROCEDURE WITH P I P E MANUFACTURER AND SUBMIT ANY INSTALLATION CHANGES TO THE DEPARTMENT FOR REVIEW.

9. FOR D E T A I L S 18 2 INSTALL STRUCTURAL BACKFILL AS SHOWN. AND

I F BOTTOM OF SUBBASE USE BORROW EXCAVATION REQUIREMENTS FOR S O I L ABOVE P I P E EMBEDMENT ZONE.

I S WITHIN 3' OF TOP OF PIPE. EXTEND STRUCTURAL BACKFILL

10 . FOR D E T A I L S 3 8 4 INSTALL STRUCTURAL BACKFILL AS SHOWN FROM TOP OF P I P E TO TOP OF SUBGRADE.

TO TOP OF TRENCH

TOP OF SUBGRADE

MATCH INVERT

I I I I I I I I I I I GEOGRID 8 GEOTEXTILE NOT SHOWN

I I I I I


TYPE P I B IAXIAL GEOGRID

NDATION MATERIAL

: PIPE WILL SEAT ITSELF BEDDING MATER I AL WILL

PRESS DURING BACKFILLING




I NSTALLAT I ON

IS REQUIRED

INSTALLATION

DETAIL

INSTALLAT I ON INSTALLATION

TRENCH TERMINOLOGY WHEN AN IMPROVED F O U N D A T I O N I S R E Q U I R E D (COMPLETED F L E X I B L E P I P E I N S T A L L A T I O N )

COUPLING BAND (ANNULAR CORRUGATION)


AASHTO M196. AASHTO M197. ASTM A3079 ASTM 8666, ASTM Dl056

SCDOT DOCUMENTS QUALIFIED PRODUCT LIST 68 SCDOT SUPPLENNTAL TECHNICAL SPECIFICATION SC-M-714. ENGINEER I NC DIRECTIVE MEMORANDUM 24 S O O T lNSTRUCTIONAL BULLET I N 2010-01

RELATED DRAW INCS A KEYWORDS 714-005-00 714-505-00 71 4-605-xx 714-99O-M


ANNULAR CORRUGATIONS x

R IBBED-ANNULAR w

SCDOT DEEP INSTALLATION = 3 0 . FOR ALL INSTALLATIYNS BEYOND 3 0 ' . EMBANKMENT SETTLEMENT MAY CONTROL DESIGN. CONSULT WITH P I P E MANUFACTURERS AND GEOTECHNICAL ENGINEERS BEFORE USING DEEPER THAN 3 0 . NUMBERS PUBLISHED ARE BASED ON MINIMUM (MOST CONSERVATIVE) VALUES CALCULATED BY MANUFACTURERS L I S T E D ON Q U A L I F I E D PRODUCT L I S T FOR ALUMINUM P I P E CULVERTS OR SCDOT DEEP INSTALLATION CUTOFF. FOR CASE 1A. THE ALUMINUM P I P E INDUSTRY DOES NOT MAKE A D I S T I N C T I O N BETWEEN CASE 1A AND CASE 2.

LOAD CASE 3 - TYPICAL MINIMUM COVER FOR CONSTRUCTION LOADING NUMBERS PUBLISHED ARE BASED ON MAXIMUM (MOST CONSERVATIVE) VALUES CALCULATED BY MANUFACTURERS L I S T E D ON THE ALUMINUM P I P E CULVERT Q U A L I F I E D PRODUCT L I S T . MINIMUM VALUE INCLUDES AASHTO BRIDGE CONSTRUCTION SPECIF ICATION MINIMUM FOR 7 5 K/AXLE CONSTRUCTION LOAD AS SHOWN I N TABLE 26.6. I F HEAVIER EQUIPMENT LOADING I S EXPECTED* CONTACT P I P E MANUFACTURER AND DESIGN STANDARDS OFFICE.

LOAD CASE 4 - UNIVERSAL HL-93 DRIVEWAY APPLICATIONS ONLY WHEN MINIMUM COVER (CASE 2 ) CANNOT BE ACHIEVED. A NUMBERS PUBL I SHED ARE BASED ON MINIMUM ( MOST CONSERVAT I V E VALUES CALCULATED BY MANUFACTURERS L ISTED ON QUAL I F I E D PRODUCT L I S T FOR P I P E CULVERTS.

LOAD CASE 6 - INSTALLATION 9ELOW GROUNDWATER TABLE SCDOT DEEP INSTALLATION =30 FOR ALL INSTALLATIOYS BEYOND 3 0 ' . EMBANKMENT SETTLEMENT MAY CONTROL DESIGN. CONSULT WITH P I P E MANUFACTURERS AN0 GEOTECHN I CAL ENGINEERS BE FOR^ US I NG DEEPER THAN 3 0 NUMBERS PUBL I SHED ARE BASED ON M I N I MUM ( MOST CONSERVATIVE VALUES CALCULATED BY MANUFACTURERS L I S T E D ON QUALIF IED PRODUCT L I S T OR SCDOT DEEP INSTALLATION CUTOFF. P I P E INSTALLED DEEPER THAN 2 X 0. D. BELOW GROUNDWATER TABLE ELEVATION REQUIRE CUSTOM DESIGN.

S4. USE CASE 6 ONLY FOR INSTALLATIONS BELOW GROUNDWATER TABLE. DO NOT INSTALL STANDARD DESIGNED P I P E MORE THAN 2 X O.D. BELOW GROUNDWATER TABLE.

S5. EACH P I P E MANUFACTURER WISHING TO SUPPLY P I P E FOR SCDOT PROJECTS SHALL SUBMIT STRUCTURAL CALCULATIONS I N ACCORDANCE WITH SCDOT INSTRUCTIONAL A B U L L E T I N 2 0 1 0-01 CULVERT P I P E STRUCTURAL DESIGN CRITERIA. CALCULATIONS ARE TO BE SIGNED AND SEALED BY A PROFESSIONAL ENGINEER LICENSED I N THE STATE OF SOUTH CAROLINA AND SUBMITTED FOR REVIEW BY THE DEPARTMENT BEFORE SUPPLYING P I P E TO SCDOT PROJECTS.

S6. FOR INSTALLATIONS DEEPER THAN 3 0 ' THE VALUE INDICATED FOR CASE 1 OR CASE 69 OR INSTALLED DEEPER THAN 2 X 0.0. BELOW THE GROUNDWATER TABLE. SPECIAL DESIGNED P I P E I S REQUIRED. S I T E CONDITIONS OTHER THAN TYPICAL INSTALLATION MAY ALSO REQUIRE SPECIAL DESIGNED P I P E . FOR THESE DEEP CONDITIONS* OTHER P I P E TYPES MAY BE MORE APPROPRIATE. CONTACT P I P E MANUFACTURER BEFORE SPECIFYING T H I S P I P E TYPE FOR DEEP INSTALLATIONS.

57 . T H I S F I L L HEIGHT TABLE I S FOR USE I N ROADWAY APPLICATIONS ONLY AND SHOULD NOT BE USED FOR ANY OTHER TRANSPORTATION F A C I L I T Y .

58 . SPECIAL DESIGN MAY BE REQUIRED FOR INSTALLATIONS OUTSIDE OF SCDOT RIGHT OF WAY - SEE RIGHT OF WAY/UTILITY/MUNICIPAL AGREEMENT FOR THESE INSTALLATIONS.

SMOOTH WALL

D E T A I L S & F I L L

GASKET SLEEVE GASKET I S SHOWN FOLDED OVER ONE PIPE. DURING INSTALLATION. UNROLL GASKET OVER BOTH P I P E S BEFORE TIGHTENING COUPLING BANDS.

A NOTES:

SEE SHEET 714-505-00 FOR GENERAL NOTES. AND A :kENCH INSTALLATION REQUIREMENTS.

2. USE ONLY P I P E GAGES L I S T E D I N TABLE 714-605A.

3. ALUMINUM ALLOY SHEET SHALL CONFORM TO AASHTO M-197 ALCLAD 3004-H32 ALLOY.

4. SPIRAL RIBBED ALUMINUM ALLOY P I P E SHALL BE AASHTO M-196 TYPE IR .

5 . SEE SHEET 714-605-03 FOR COUPLING BAND REQUIREMENTS.

6. USE P I P E AND J O I N T MATERIAL FROM A MANUFACTURER COMBINATION SHOWN ON QUALIF IED PRODUCT L I S T 68 .

7. SEE 714-990-M0 FOR RESIDENTIAL DRIVEWAY INSTALLATIONS FOR MAINTENANCE APPLICATIONS.

PAY I TEMS : 7 1 4 3 x x x --"SMOOTH WALL P I P E ................ L F 2 0 3 4 x x x --"PIPE ADDITIONAL FOUNDATION WORK..LF

( - - I = (DIAMETER)

TABLE 714-605A: SPIRAL RIBBED ALUMINUM P I P E F I L L HEIGHT TABLE

SPIRAL RIBBED ALUMINUM P I P F COMPONENTS

STRUCTURAL DESIGN NOTES: S1. ALL VALUES NOTED AS "--" TYPICALLY INDICATE THAT P I P E S I Z E I S NOT AVAILABLE OR I S NOT RECOMMENDED FOR T H I S CONDITION.

52 . MANUFACTURERS MAY SUBSTITUTE THICKER GAGE P I P E THAN S P E C I F I E D I N THE PLANS. HOWEVER* INSTALLATION DEPTH SHALL NOT EXCEED THAT SHOWN FOR THE P I P E INDICATED I N THE PLANS UNLESS APPROVED BY THE ENGINEER OF RECORD. NO ADDITIONAL PAYMENT WILL BE MADE FOR THICKER GAGE SUBSTITUTION.

53 . THE SPIRAL RIBBED ALUMINUM P I P E F I L L HEIGHT TABLE IS BASED ON THE FOLLOWING CRITERIA:

LOAD CASE 1 - TYPICAL S T A N D A ~ D INSTALLATION

NOMINAL PIPE

DIAMETER

( I N 1

18

24 30

3 6 42

4 8 5 4

60

66

7 2

SRAP WALL PROF I LE

HYDRAULIC AREA

( F T ~ )

1.77

3.14 4.91

7.07 9.62

12.57

15.90 19.63

23.76

28.27

MANNING'S ROUGHNESS

COEFF IC IENT "n "

0.012

0.012 0.01 2

0.012

0.012 0.012

0.012

0.012 0.012

0.012

EST [MATED MIN IMUM TRENCH WIDTH

( I N )

4 4

5 1

60 69 7 8

87

9 6

105 114

124

CASE 1A STRUCTURAL

BACKF I L L ENVELOPE

HE I GHT

( F T I

1 .oo 1 .OO 1.25

1.50 1.75

2.00

2.00

2.00 2.00

2.25

MINIMUM

CASE 2 HL-93 VEHICLE

LOAD I NG

1 .oo

1 .00 1.25

1.50 1.75

2.00

2.00 2.00

2.00

2.25

CASE 1 MAXIMUM ALLOWABLE COVER HEIGHT ( F T )

PIPE WALL THICKNESS

CASE 4 UN I VERS I AL HL-93

DRIVEWAY MIN. COVER ( F T I

UNDER R O A D w A y ~ A NOT FOR USE

PIPE WALL THICKNESS

COVER ( F T )

CASE 3 CONSTRUCTION

VEH I CLE LOAD I NG

75 K I P/AXLE

3.00 3.00

3.00 3.00

3.00

3.50 3.50

3.50

3.50

3.50

[0.06IN]

( 1 6 GAGE)

3 0 3 0 26

2 1 -- -- -- -- -- --

CASE 6 MAXIMUM ALLOWABLE COVER HEIGHT

2XO.D. BELOW GROUNDWATER ( F T ) WITH INVERT AT

PIPE WALL THICKNESS [ 0 . 0 6 1 ~ ]

( 1 6 GAGE)

1 .oo 1 .00

1.25

1.50 -- -- -- -- -- --

[0 .06 IN]

( 1 6 GAGEI(14

3 0

2 9 2 4

18 -- -- -- -- -- --

[ 0 . 0 7 5 1 ~ ] ( 1 4 GAGE)

30 30

30

3 0 25 -- -- -- -- --

[o. 1 0 5 1 ~ 1 ( 1 2 GAGE1

-- -- -- -- --

2.00

2.00 2.00 -- --

[0.075IN] GAGE1

30

30 2 9

27

2 2 -- -- -- -- --

[o. 1 3 5 1 ~ 1

( 1 0 GAGE) -- -- -- -- -- -- -- --

2.00

3.00

[o. 1 0 5 1 ~ ] ( 1 2 GAGE)

-- 3 0

3 o 3 0

3 0

30

30

2 9 -- --

[o. 1 3 5 1 ~ 1

( 1 0 GAGE1 -- -- -- 3 0

3 0

3 0

30

30 30

3 0

[o. 1 0 5 1 ~ 1

( 1 2 GAGEI(10 30

30

30

30 3 0

2 8

26

2 5 -- --

[O. 135IN] GAGE)

30

30

30

30 3 0

3 0

3 0

2 9

26 2 5

APRIL 30, 2010


( F L E X I B L E SPIRAL

I Oga pga; l oga lOga - -

l o g i l Oga I oga- l Oga l Oga l Oga l Oga I Oga

I Oga I oga I ~ g a I Oga I oga I Oga I Oga l Oga l Oga m a

I l o w I Oga I Oga I oga

BAND W/ RODS 8 - LUGS (GENERALLY ONLY LARGE DIAMETER P IPE)

ANGLE v BRACKET

REFERENCES NATIONAL DOCUMENTS AASHTO M196, AASHTO M197, ASTM A307 1 ASTM D l 056

SCDOT DOCUMENTS QUALIFIED PRODUCT LIST 68 SCDOT SUPPLEMENTAL TECHNICAL SPECIFICATION SC-M-714, ENGINEERING DIRECTIVE MEMORANDUM 24, INSTRUCTIONAL BULLETIN 2007-04

RELATED DRAWINGS 6 KEYWORDS 71 4-605-01 1

71 4-81 0-01

PRECONSTRUCTION

BAR v BOLT d STRAP

NOTES :

1 . SEE SHEET 714-605-00 FOR P IPE DETAILS.

2. SEE QUALIFIED PRODUCT L I S T 6 8 FOR TESTED COUPLING BAND AND FASTENER CONFIGURATION. USE ONLY THE CONNECTION LISTED ON QPL 68.

3 . USE ONLY ALUMINUM PLATES, ANGLES* AND STRAPS. BOLTS* NUTS* AND RODS MAY BE GALVANIZED STEEL OR ALUMINUM.

CLOSED CELL EXPANDED

4. COUPLING BANDS SHALL BE AT LEAST 1 6 GAGE OR GAGE INDICATED I N AASHTO M 1961 WHICHEVER I S GREATER.

RUBBER STRIP OR SLEEVE-GASKET 5. COUPLING BAND BRACKET REQUIREMENTS ARE AS SHOWN I N TABLE 714-605C. USE COUPLING BAND BRACKET

LISTED ON QUALIFIED PRODUCT L I S T 68.

6. USE P IPE AND JOINT MATERIAL FROM A MANUFACTURER COMBINATION SHOWN ON QUALIFIED PRODUCT L I S T 68.

--@ CAAP COUPLING BAND W/ ANGLE BRACKET SMALL PIPE DIAMETER BAND SHOWN

SUPPORT ENGINEER ALUMINUM COUPLING BAND WIDTH-

-.

CLOSED CELL EXPANDED

RUBBER STRIP OR SLEEVE-GASKET

BAND W/ BAR BOLT d STRAP SMALL PIPE DIAMETER BAND SHOWN

SLEEVE-GASKET

SOUTH CAROLINA DEPARTMENT OF TRANSPORTATlON

DESIGN STANDARDS OFFICE

TABLE 714-605C COUPLING BAND OPTIONS NOMINAL P IPE

INSIDE DIAMETER

1 2 " TO 54 "

COUPLING BAND WIDTH HELICAL OR ANNULAR

(MINIMUM) 1 2 "

# OF / " BOLTS R ~ U I RED

(MINIMUM) 2

ROD 8, LUG (SEE QPL681

-

REFERENCES NAT l ONAL DOCUMENTS

A H CASE 4 UNIVERSAL HL-93 DRIVEWAY A P P L I C A T I O N LOADING T H I S DEPTH I S OUTSIDE STANDARD AASHTO RECOMMENDATIONS* HOWEVER* CALCULATIONS I N D I C A T E ADEQUATE P I P E PERFORMANCE FOR THE S P E C l F l E D I N S T A L L A T I O N CONDIT IONS I F USED UNDER ROADWAY. TAKE CARE THAT B A C K F I L L FOR T H I S I N S T A L L A T I O N MEETS OR EXCEEDS THE REQUIREMENTS OF SC-M-714. NO TOLERANCE BELOW SC-M-714 I N S T A L L A T I O N I S ALLOWED.

AASHTO M2941 ASTM D l 1 4 9 1 ASTM D2321, ASTM D33501 ASTM F 4 7 7

SPEC I F l CAT l ON SC-M-714 1

ENGINEERING DIRECTIVE Y M R A N D U M 2 4 1 INSTRUCTIONAL BULLET I N 2010-01 1

OUALlF lED PRODUCT L I S T 3 0 1

q1 SUPPORT ENGINEER

APRIL 3 0 9 2 0 1 0 DATE

SOUTH CAROLINA D E P A R T E N T OF T ~ A N S P O R T A T I O N

DESIGN STANDARDS OFFICE 955 ROOM PARK 405 STREET

COLUMBIAe SC 29201

1 STANDARD DRAWING 1 P I P E CULVERTS I

SMOOTH WALL ( F L E X I B L E H I G H

D E N S I T Y POLYETH. (HDPE TYPE S

F I L L HEIGHT I CHART)

71 4-705-02-- EF FECTlVE LETTING DATE I JANUARY 2 0 1 1

DETA I L

WALL PROFILE

REFERENCES TABLE 714 -810A : CORRUGATED ALUMINUM ALLOY P I P E F I L L HEIGHTS NATIONAL DOCUMENTS AASHTO M I 9 6 1 AASHTO M I 9 7 1 ASTM A3071 ASTM D l 0 5 6

SCDOT DOCUMENTS OUALIFIED PRODUCT L I S T 68 SCOOT SUPPLEMENTAL TECHNICAL SPECIF[CATION SC-M-7149 ENGINEER INC DIRECTIVE MEMORANDUM 2 4 1

INSTRUCTIONAL BULLETIN 2 0 1 0-01

RELATED DRAWINGS d KEYWORDS 714-005-00 714-505-00 714-605-03 7 1 4-99o-Mo

120 78.54 0.0270

S2. MANUFACTURERS MAY SUBSTITUTE THICKER GAGE P I P E THAN S P E C I F I E D I N THE PLANS. HOWEVER* INSTALLATION DEPTH SHALL NOT EXCEED THAT SHOWN FOR THE P I P E INDICATED I N THE PLANS UNLESS APPROVED BY THE ENGINEER OF RECORD. NO ADDITIONAL PAYMENT WILL BE MADE FOR THICKER GAGE SUBSTITUTION.

53 . THE SPIRAL RIBBED ALUMINUM P I P E F I L L HEIGHT TABLE I S BASED ON THE FOLLOWING CRITERIA:

LOAD CASE 1 - TYPICAL STANDAljD INSTALLATION SCDOT DEEP INSTALLATION = 3 0 FOR ALL INSTALLATIONS BEYOND 3 0 ' . EMgANKMENT SETTLEMENT MAY CONTROL DESIGN. CONSULT WITH P I P E MANUFACTURERS AND GEOTECHN 1 C A ~ ENGINEERS BEFORE US I NG DEEPER THAN 3 0 . NUMBERS PUBL I SHED ARE BASED ON M I N I MUM ( MOST CONSERVATIVE 1 VALUES CALCULATED BY MANUFACTURERS L I S T E D ON Q U A L I F I E D PRODUCT L I S T FOR ALUMINUM P I P E CULVERTS OR SCDOT DEEP INSTALLATION CUTOFF. FOR CASE 1A. THE ALUMINUM P I P E INDUSTRY DOES NOT MAKE A D I S T I N C T I O N BETWEEN CASE 1 A AND CASE 2.

LOAD CASE 2 - TYPICAL MINIMUM COVER INSTALLATION NUMBERS PUBLISHED ARE BASED ON MAXIMUM (MOST CONSERVATIVE) VALUES CALCULATED BY MANUFACTURERS L I S T E D ON THE ALUMINUM P I P E CULVERT Q U A L I F I E D PRODUCT L I S T .

LOAD CASE 3 - TYPICAL MINIMUM COVER FOR CONSTRUCTION LOADING NUMBERS PUBLISHED ARE BASED ON MAXIMUM (MOST CONSERVATIVE) VALUES CALCULATED BY MANUFACTURERS L I S T E D ON THE ALUMINUM P I P E CULVERT Q U A L I F I E D PRODUCT L I S T . MINIMUM VALUE INCLUDES AASHTO BRIDGE CONSTRUCTION SPECIF ICATION MINIMUM FOR 7 5 K/AXLE CONSTRUCTION LOAD AS SHOWN I N TABLE 26.6. I F HEAVIER EQUIPMENT LOADING I S EXPECTED* CONTACT P I P E MANUFACTURER AND DESIGN STANDARDS COUPLING BAND (HELICAL CORRUGATION)

SEE SHEET 714-605-03 COUPLING BAND DE

LOAD CASE 4 - UNIVERSIAL HL-93 DRIVEWAY APPLICATIONS ONLY WHEN MINIMUM COVER (CASE 2 ) CANNOT BE ACHIEVED. NUMBERS PUBLISHED ARE BASED ON A MINIMUM ( MOST CONSERVAT I VE 1 VALUES CALCULATED BY MANUFACTURERS L I STED ON QUAL I F I E D PRODUCT L I S T FOR SKET OVER BOTH PIPES P I P E CULVERTS. GHTENING COUPLING BANDS.

LOAD CASE 6 - INSTALLATION BFLOW GROUNDWATER TABLE SCDOT DEEP INSTALLATION = 3 0 FOR ALL INSTALLATIONS BEYOND 3 0 ' . EMFANKMENT SETTLEMENT MAY CONTROL DESIGN. CONSULT WITH P I P E MANUFACTURERS AND GEOTECHN I C A ~ ENGINEERS BEFORE US I NG DEEPER THAN 3 0 . NUMBERS PUBL I SHED ARE BASED ON M I N I MUM ( MOST CONSERVATIVE 1 VALUES CALCULATED BY MANUFACTURERS L I S T E D ON Q U A L I F I E D PRODUCT L I S T OR SCDOT DEEP INSTALLATION CUTOFF. P I P E INSTALLED DEEPER THAN 2X0.D. BELOW GROUNDWATER TABLE ELEVATION REQUIRE CUSTOM DESIGN.

S4. USE CASE 6 ONLY FOR INSTALLATIONS BELOW GROUNDWATER TABLE. DO NOT INSTALL P I P E MORE THAN 2 X O.D. BELOW GROUNDWATER TABLE.

L$ S5. EACH P I P E MANUFACTURER WISHING TO SUPPLY P I P E FOR SCDOT PROJECTS SHALL SUBMIT STRUCTURAL CALCULATIONS I N ACCORDANCE WITH SCDOT INSTRUCTIONAL BULLETIN 2010-01 CULVERT P I P E STRUCTURAL DESIGN CRITERIA. CALCULATIONS ARE TO BE SIGNED AND SEALED BY A PROFESSIONAL ENGINEER LICENSED I N THE STATE OF SOUTH CAROLINA AND SUBMITTED FOR REVIEW BY THE DEPARTMENT BEFORE SUPPLYING P I P E TO SCDOT PROJECTS.

S6. FOR INSTALLATIONS DEEPER THAN 3 0 ' THE VALUE INDICATED FOR CASE 1 OR CASE 6. OR INSTALLED DEEPER THAN 2 X O.D. BELOW THE GROUNDWATER TABLE* SPECIAL DESIGNED P I P E I S REQUIRED. S I T E CONDITIONS OTHER THAN TYPICAL INSTALLATION MAY ALSO REQUIRE SPECIAL DESIGNED P I P E . FOR THESE DEEP CONDITIONS* OTHER P I P E TYPES MAY BE MORE APPROPRIATE. CONTACT P I P E MANUFACTURER BEFORE SPECIFYING T H I S P I P E TYPE FOR DEEP INSTALLATIONS.

S7. T H I S F I L L HEIGHT TABLE I S FOR USE I N ROADWAY APPLICATIONS ONLY AND SHOULD NOT BE USED FOR ANY OTHER TRANSPORTATION F A C I L I T Y . WHEN USING HELICAL URE THAT CORRUGATIONS ON BAND S8. SPECIAL DESIGN MAY BE REQUIRED FOR INSTALLATIONS OUTSIDE OF SCDOT RIGHT OF WAY - SEE RIGHT OF WAY/UTILITY/MUNICIPAL AGREEMENT FOR ARE LINED UP WITH C

THESE INSTALLAT IONS. ANNULAR CORRUGATIONS UPLING BAND

SOUTH CAROLINA DEPARTMENT OF TRANSPORTATION NNULAR CORRUGATION1


P I P E CULVERTS CORRUGATED WALL ( F L E X I B L E CORR.

ALUMINUM ALLOY

6 - I- a 0

Z a 0

I* x ~ L N *'UX

I.- X X

3 z

NOMINAL

DIAMETER

(IN)

12

15

18

24

30 36

4 2

4 8

, 54 60 66

72

78

84 9 0

96

108

HYDRAULIC AREA

( F T ~ I

0.79

1.23 1.77

2.41

4 - 9 1

7.07

9.62 12.57

15.90

19.63

23.76

28.27 33.18

38.48

44.18

50.27

63.62

MANNING'S ROUGHNESS

COEFFICIENT "n I'

SEE MFG

SEE MFG 0.0150

0.0150 0.0240

0.0240

0.0240

0.0240 0.0240

0.0240

0.0270

0.0270

0.0270

0.0270

0.0270 0.0270

0.0270

EST I MATED MINIMUM TRENCH WIDTH

(IN)

3 8

4 1 44

5 1

61

7 o 7 9

8 8

97

106

115

124

133

142 151

160

178

CASE 1 MAXIMUM ALLOWABLE COVER HEIGHT (FTI

CASE 1A STRUCT.

BACKFILL ENVELOPE

HEIGHT

( F T )

1 .OO

1 .OO

1 .OO

1 .OO

1 .oo 1 .oo 1 .OO

1 .OO 1.25

1.25

1.50

1.50

1.75

1.75

2.00

2.00

2.00

[o-061N] ( 1 6 GAGE)

3 0

30

30

30

30

30

30

30 30

2 8

25

2 3 -- -- -- -- --

PIPE [0.0751N] ( 1 4 GAGEI

30

30 3 o 3 0

3 o 30

3 0

3 0 3 0

30

30

2 9 27 -- -- -- --

MI N I MUM COVER

HL-g%$CL LOADING

1 .00

1 .OO 1 .OO

1 .OO 1 .oo

1 .oo

1 .OO

1 .OO 1.25

1.25

1.50

1.50 1.75

1.75

2.00

2.00

2.00

WALL THICKNESS [o. 1051NI ( 1 2 GAGEI

-- -- -- -- 3 o

3 o

3 0

3 0 30

3 0

3 0

3 0

30

30

3 0 3 0 --

( F T ) - CASE 3

CONSTRUCT ION VEHICLE

75

3.00

3.00 3.00

3.00 3.00

3.00

3.00

3.50

3.50

3.50

3.50

3.50

4.00 4.00

4.00

4.00

4.00

CASE 4 UNIVERSIAL HL-93

DR I VEWAY MIN. COVER (FTI

NOT FOR USE UNDER ROADWAYA L$

[ 0 . 1 3 5 1 ~ ] ( 1 0 GAGEI

-- -- -- -- 3 o

3 o

3 0

30

30

3 0

3 0

3 0

3 0 30

3 0

3 0

3 0

PIPE [ 0 . 0 6 1 ~ ]

( 1 6 GAGEI

1 .O 1 .O

1 .O

1 .O 1 .o

1 .o 1.0

1 .O 1 .O

1 .O

1.0

1.0 -- -- -- -- --

NOTES: A L$ 1. SEE SHEET 714-505-00 FOR GENERAL NOTES, AND TRENCH INSTALLATION REQUIREMENTS.

2. USE ONLY P I P E GAGES AND CORRUGATIONS L I S T E D I N TABLE 714-810A.

2 6 S H ~ ~ U ~ ~ ~ ~ 7 ~ : : ~ : D S ~ E E : - ~ ~ $ L ~ L : ~ ~ ~ o R M TO

4. CORRUGATED ALUMINUM ALLOY P I P E SHALL BE AASHTO M-196 TYPE I.

5. SEE SHEET 714-605-03 FOR COUPLING BANDS REQUIREMENTS.

6. USE P I P E AND J O I N T MATERIAL FROM A

Q U A L I F I E D PRODUCT L I S T 68 . MANUFACTURER COMBINATION SHOWN ON

7. SEE 714-990-MD FOR RESIDENTIAL DRIVEWAY INSTALLATION FOR MAINTENANCE APPL I CAT IONS.

PAY ITEMS:

7 1 4 3 x x x --"CORRUGATED WALL P IPE. . . . . . . . . . . . . L F 7 1 4 x x x x -- "CR. AL . /ALY. P/CUL . -0. ---. . . . . . . . L F 2 0 3 4 x x x --NPIPE ADDITIONAL FOUNDATION WORK..LF

( - - ) = ( D I A M E T E R ) ( - - - ) = T H I C K N E S S

,

[o. 1641NI

( 8 GAGEI -- -- -- -- 3 o 30

3 0

3 0 3 0

3 0

30 3 0

3 0

3 0

30

3 0 3 0

CASE 6 MAXIMUM ALLOWABLE COVER HEIGHT

WITH INVERT AT 2X0.D. BELOW GROUNDWATER ( F T I

(0.061NI

( 1 6 GAGEI(14

3 0

30

30

30 30

30

30 2 3

2 6

2 4

20

18 -- -- -- -- --

WALL [o. 1 0 5 1 ~ 1

( 1 2 GAGEI 0 0

o 0 -- -- -- -- -- -- -- -- 1 .O 1 .O

1 .O

1 .O --

THICKNESS [o. ( 6 4 1 ~ 1 ( 8 GAGEI

0

0

o 0

0

o 0 -- -- -- -- -- -- -- -- -- 1 .o

PIPE [ 0 . 0 7 5 1 ~ ]

GAGEI(12

3 0

3 0

3 O

3 0

30

30

3 0

3 0

3 0

26 2 5

2 4

2 1 -- -- -- --

WALL THICKNESS [o. 1051NI

GAGEI ( l0

30

30

30

30

30

30

30

30

30 30

30

30

2 9

27

25

23 --

[o. 1 3 5 1 ~ 1

GAGEI 30

30

30

3 0

3 0

3 o 30 30

30 3 0

3 o 3 0

3 0

3 0

2 8

2 5

2 2

[o. 1 6 4 1 ~ 1 ( 8 GAGEI

30

3 0

30

3 0 3o

30

30 30

30

30

30

30

30

3 0

3 0

30 2 4

ING 714-610-01 ONLY

v, 11 **0.5C 4 11 **0.7f w I1 1.OC

I1 1.2f F II 1.5C a II 1.7f

2.0C 2.2f 2.5C 2.7f 3.0C 4.0C 5.0C

z 11 6.0( 4 11 7.0( - I II 8.0C

+ + II 9.0C W I1 1O.OC w IJJ 11 11.oc u. 11 12.0( - 0 11 13.0c

Z 11 14.0( I 11 15.0(

0 11 16.0( e z 11 17.0( w 11 18.0( n 11 19.0(

v 20.0( PL 21 .O( W 22.0( > 23.0( 0 24.0( o 25.0(

26.0( 27.0( 28.0( 29.0( 30.0( 31 + 1

A M CASE 4 UNIVERSIAL HL-93 DRIVEWAY APPLICATION LOADING (NOT ALLOWED FOR ROAD CROSSINGS) [PIPE GAGE * K KIP / AXLE CAPACITY ]

SCDOT DOCUMENTS OUAL l F l ED PRODUCT L l ST 68 SCDOT SUPPLEMNTAL TECHN l CAL SPEC 1 F 1 CAT 1 ON SC-M-714 1

ENGINEERING DIRECT l VE MEMORANDUM 24 9

l NSTRUCT l ONAL BULLET l N 201 0-01 1


S I GNA c APRIL 301 2 0 1 0


DESIGN STANDaRDS OFFICE 955 PARK STREET


STANDARD DRAWING P I PE CULVERTS

CORRUGATED WALL ( F L E X I B L E CORR.

ALUMINUM ALLOY ( CAAP 1

F I L L H E I G H T CHART 1

71 4 -81 0-02 EFFECTIVE LETTING DATE 1 JANUARY 201

DRIVEWAY PAVEMENT7

' PLACE 6" BEDDING BELOW P I P E WHEN ROCK I S PRESENT

R I G I D P I P E RESIDENTIAL DRIVEWAY 0' TO 4 ' - 0 " COVER SEE TABLE 714-990A

DRIVEWAY PAVEMENT7

1 SEE SC-M-714 FOR REOUIRED MATERIALS AND COMPACTION EFFORT. I

D E T A I L SCALE 3a":1 ' FLEXIBLE P I P E RESIDENTIAL DRIVEWAY 0' TO 4 ' -0" COVER SEE TABLE 7 1 4-9906 THROUGH 71 4-990D

I R I G I D P I P E FOR RESIDENTIAL DRIVEWAY MAINTENANCE I I TABLE - 714-990A I ]NOTES (RIGID PIPE ONLY) CASE 8 I

CASE 8. RESIDENTIAL DRIVEWAY (RCP) R I G I D P I P E

REINFORCED CONCRETE P I P E (RCP) SMOOTH WALL P I P E AASHTO M-170 B AND C WALL P I P E WITH CIRCULAR REINFORCEMENT ONLY RESIDENTIAL DRIVEWAY 1 ONLY.

1 1 2. USE AASHTO TYPE 4 INSTALLAT I ON FOR BACKF I L L . I 3. FOR BACKFILL. DO NOT USE SOILS THAT ARE HIGHLY COMPRESSIBLE. CONTAIN HIGH LEVELS OF ORGANICS. OR CONTAIN LARGE DEBRIS THAT COULD DAMAGE PIPE.

EX IST ING COVER

( F T 1

0

1

2

P I P E DIAMETER ( I N ) . 1 2 1 1 5 1 1 8 1 2 4 1 3 0

3

4

I V

I V

I v


SCOOT DOCUMENTS INSTRUCTIONAL BULLETIN 2 0 1 0-01 SUPPLEMENTAL TECHN I CAL SPEC I F I CAT ION SC-M-714 OPL 30. 68, AND 69

RELATED DRAW INCS d KEY WORDS --------------


S NATU - APRIL 309 2 0 1 0

DATE

I V

I V

F L E X I B L E P I P E FOR RESIDENTIAL DRIVEWAY MAINTENANCE

6 5 4 3 2 1

0 #

I I I

I I I I I I

NOTES (FLEX IBLE P I P E ) CASE 8:

1. THESE F I L L HEIGHT TABLES ARE TO BE USED FOR MAINTENANCE OF EX IST ING SINGLE FAMILY RESIDENTIAL DRIVEWAYS WHERE P I P E DIAMETER DOES NOT EXCEED 3 0 AND DITCH DEPTH DOES NOT EXCEED 5 ' ONLY. USE STAMDARD DRAWINGS (LOAD CASE 4 - UNIVERSIAL HL-93 DRIVEWAY) FOR ALL OTHER INSTALLATIONS.

2. USE SCDOT SUPPLEMENTAL TECHNICAL SPECIFICATION SC-M-714 FOR BEDDING AND BACKFILL REQUIREMENTS.

3 - FOR BEDDING AND BACKFILL. USE ONLY SOILS AND PLACEMENT METHODS THAT CONFORM TO SC-M-714. EXTEND P I P E STRUCTUAL BACKFILL TO BOTTOM OF STONE BASE I N ACCORDANCE WITH SHALLOW INSTALLATION DETAILS FOR FLEXIBLE P IPE .

. . .

I I I ---

Xwr SOUTH CAROLINA DEPARTMENT OF TRANSPORTATION

D E S I G N STANDARDS O F F I C E 955 PARK STREET


STANDARD DRAWING E X I S T I N G

R E S I D E N T I A L DRIVEWAY

P I P E CULVERT MAINTENANCE

71 4 - 9 9 0 - M O EFFECTIVE LETTING DATE I JANUARY 2 0 1 1

3 / 2 0 1 0 DATE

I I I I I I 1 1 1

SHOWN ONLY.

TABLE - 71 4-9906

CASE 8s RESIDENTIAL DRIVEWAY (SRAPI FLEXIBLE P I P E

SPIRAL RIBBED ALUMINUM (SRAP) SMOOTH WALL P I P E AASHTO M-196 TYPE I R * GAGE BELOW RESIDENTIAL DRIVEWAY ONLY.

I I I 4. S I T E SOILS MAY BE USED FOR BACKFILL. COMPACT WITHIN P I P E TRENCH (DETAIL 1 ) :

111 MINIMUM COMPACTION = 85% I N CLAY. 80% I N ALL I I I OTHER SOIL TYPES.

-..

I I I ---

JBH CHK

EX IST ING COVER

( F T )

0

1

2

3

4

- - - I I I 5. USE 6 " BEDDING WHEN P I P E I S INSTALLED ON ROCK.

--- --- NORMAL SOILS.

NEW STANDARD DESCR [PTION

P I P E DIAMETER ( I N )

1 2

1 6 g a

1 6 g a

1 6 g a

1 6 9 ~ 1

1 6 g a

15

1 6 g a

1 6 g a

1 6 g a

1 6 g a ---

1 8

1 2 g a

1 6 g a

1 6 g a

1 6 g a ---

2 4

1 2 g a

1 6 g a

1 6 g a

- 1 6 g a ---

3 0

1 2 g a

1 2 g a

1 6 g a --- ---




STANDARD DRAWING

SECTION 71 8-000

PLAN FOR STEPS PLAN FOR DRIVEWAY

1. FOR MATERIALS* BACKFILL. AND WORKMANSHIP SEE SECTION 718 OF THE SCDOT STANDARD SPECIFICATIONS FOR HIGHWAY CONSTRUCTION (LATEST EDITION) UNLESS SPECIFIED BELOW.

8 " FOR BRICK STEPS, 2. MORTAR SHALL BE TYPE S PER ASTM C 270.

ROADWAY OR GROUND L INE

5. HOLES FOR P IPE HANDRAIL POSTS SHALL BE FORMED BY PLACING TAPERED WOODEN PLUGS I N TOP OF WALL. THE PLUGS SHALL BE PLACED SO AS TO FORM HOLES INllTOP OF WALL A MINIMUM OF 1 " LARGER THAN OUTSIDE DIAMETER OF THE POST AND 1 2 DEEP. POST SHALL BE GROUTED I N PLACE AFTER ALIGNMENT.

6. GROUT* I F REQUIRED I N WALL, SHALL BE INCLUDED I N THE PRICE B I D FOR BRICK

7. THE CAVITY. I F REQUIRED FOR POSTS* SHALL BE KEPT CLEAN FROM MORTAR

TYPICAL SECTION DROPPINGS AND DEBRIS. AFTER THE BRICKS ARE LAID. WAIT A MINIMUM OF 3 DAYS TO ALLOW THE MORTAR TO CURE BEFORE THE CAVITY I S GROUTED.

12 " UNRE I NFORCED BR I CK WALL 8 - ALL WORK AND COSTS OF P IPE HANDRAIL, POSTS* JOINTS* F ITTINGS* AND ETC. SHALL BE INCLUDED I N THE UNIT CONTRACT PRICE B I D FOR P IPE HANDRAIL.

9. P IPE HANDRAIL MAY BE EITHER ALUMINUM OR PLASTIC COMPOSITE. THE MINIMUM DIAMETER SHALL BE 1 14" AND THE MAXIMUM DIAMETER SHALL BE ll/<. PIPE HANDRAIL SHALL BE MEASURED AND PAID FOR I N ACCORDANCE WITH SECTION 705 OF THE STANDARD SPECIFICATIONS.(LATEST EDITION)

11. CONCRETE FOR FOOTING TO BE B I D AS CONCRETE FOR STRUCTURES (ROADWAY) AND HAVE A MINIMUM COMPRESSIVE STRENGTH OF 4000 PS I .

CONCRETE STEPS STRENGTH OF 6 0 0 0 PS I . EXTEND UNDER WALL

13. METAL T IES SHALL BE LADDER OR TRUSS TYPE MASONRY TIES WITH A MINIMUM

SECTION C SIZE OF W1.7 (#9 GAUGE). MEETING AASHTO M32-94 SPECIFICATIONS (ASTM A821. T IES SHALL BE GALVANIZED TO MEET A MINIMUM REQUIREMENT OF ASTM

(CONCRETE STEPS) A641 CLASS 3.

14. EXPANSION JOINTS SHALL BE PLACED AT A MAXIMUM INTERVAL OF 90 ' FOR THE ENTIRE LENGTH OF THE WALL. EXPANSION JOINTS SHOULD ALSO BE PLACED NEAR CORNERS AND NEAR HEIGHT STEPS I N THE WALL.

VARIABLE 15. SEE STANDARD DRAWING 806-505-00 FOR ORNAMENTAL STEEL PICKET FENCE DETAILS. CHAIN L INK FENCE POST MUST BE EMBEDDED 1/3 OF THE EXPOSED POST HEIGHT. P IPE HANDRAILING MAY BE SPECIFIED I N L I E U OF CHAIN L INK FENCE WHEN CONTAINMENT I S NOT REQUIRED.

MASONRY WALL 16. P IPE HANDRAIL MAY BE EITHER ALUMINUM OR PLASTIC COMPOSITE. THE MINIMUM DIAMETER SHALL BE 1 -1/4" AND THE MAXIMUM DIAMETER SHALL BE 1-1 /2 . 17. THE PAY ITEMS SHALL BE: CONCRETE FOR STRUCTURES-CLASS 4000(RET. WALL)-----C.Y. BRICK MASONRY (UN-REINFORCED ---------------------C.Y. BRICK MASONRY (UN-REINFORCED) CONTOURED-----------C.Y. OPTIONAL PEDESTRIAN CONTAINMENT/HANDRAIL ITMES: ORNAMENTAL STEEL PICKET FENCE------------------L.F.

SECTION B ALUMINIUM P IPE HANDRAILING------------------------L.F. CHAIN L INK FENCE----------------------------------L.F.

(DRIVEWAY)

M I N . f ' m = 1 9 0 0 P S I DESIGN ASSUMPTIONS

12" UNREINFORCED BRICK WALL MIN. f m = 7 6 0 P S I SOUTH CAROLINA DEPARTMENT OF TRANSPORTATION

M I N . f ' b = 6 0 0 0 P S I

DESIGN STANDARDS OFFICE WALL A B c ALLOWABLE F L E X U R E I N UN-REINFORCED B R I C K MASONRY I S 3 6 P S I

955 PARK STREET T Y P E ( P A Y H T . ) ( H E E L ) ( W I D T H ) R E I N F O R C E M E N T M A X . SOIL UNIT WEIGHT 1 2 0 PCF ROOM 405 M I N . S O I L ANGLE OF I N T E R N A L F R I C T I O N = 3 1 '

COLUMBIAI SC 29201 M I N . ALLOWABLE B E A R I N G PRESSURE OF FOUNDATION S O I L I S 2 0 0 0 P S F .

A L L 2 1 - 8 " 1 2 " 2 ' - 8 " MAX. S O I L PRESSURE I S EQUAL TO 3 6 L B S . E O U I V A L E N T F L U I D PRESSURE C A S E S M I N . U L T I M A T E F R I C T I O N FACTOR 0 . 4 5 FOR S L I D I N G

U N - R E I N F O R C E D B R I C K C A S E 1 4 l - 0 ~ 1 8 " 3 ' - 2 " W I T H L A D D E R T I E S O N L Y STRUCTURAL N O T E S ( R E O U I R E 0 BEFORE S P E C I F Y I N G ) : C A S E 2 ( T I E S S P A C E D E V E R Y S 1 . D E T E R M I N E ACTUAL F I E L D VALUES BY PERFORMING A COMPLETE

GEOTECHNICAL I N V E S T I G A T I O N ( I N C L U D 1 N G S E I S M I C A N A L Y S I S 5 COURSES V E R T I C A L L Y ) PARAMETERS) BEFORE S P E C I F Y I N G T H I S STANDARO R E T A I N I N G WALL.

C A S E 3 3 ' - 6 " 1 8 " 3 ' - 2 " L I M I T S SHOWN I N THE D E S I G N ASSUMPTIONS FOR ALL PARAMETERS MUST BE MET I N OROER TO USE T H I S STANDARO. I F ANY PARAMETER

1 8 " 3 1 - 2 ' ' F A L L S O U T S I D E THE O E S I G N ASSUMPTION L I M I T S . A CUSTOM

C A S E 4 3 ' - 0 " DESIGNED WALL IS REQUIRED.

5 2 . THE E N G I N E E R OF RECORD (WHEN THE PROJECT I S I N THE O E S I G N CASE 1: LEVEL TO 4:1 BACK SLOPE P H A S E ) OR THE RCE/RME (WHEN A WALL I S NEEDED B U T WAS NOT

D E S I G N E D I N THE P L A N S ) W I L L OROER S O I L B O R I N G S AND A COMPLETE CASE 2: SIDEWALK WITH IN ( A / 2 ) OF THE BACK OF THE WALL GEOTECHNICAL I N V E S T I G A T I O N ( I N C L U D I N G S E I S M I C A N A L Y S I S

CASE 3: MAXIMUM 2: 1 BACK SLOPE PARAMETERS) FOR EACH R E T A I N I N G WALL L O C A T I O N BEFORE S P E C I F Y I N G T H I S STANDARD.

CASE 4: TRAFFIC BETWEEN A/2 AND A OF THE WALL 5 3 . USE M A T E R I A L S M E E T I N G THE M I N I M U M STRENGTH REOUIREMENTS SHOWN.

DO NOT USE

I 4 VARIABLE 4

\ BOTTOM - OF BR ICK

SECTION C WALL

(BRICK STEPS) MAINTAIN UNIFORM STEP

HEIGHT AND TREAD WIDTH FOR EACH FLIGHT OF STAIRS

CASE 2 1 WCdSE ' I I ' f n--

i l SIDEWALK WITHIN TRAFFIC WITHIN A/2 BEHIND WALL A BEHIND WALL

LOADING CASES

DETAIL OF MASONRY RETAINING WALL WITH CONTOURED TOP

1. FOR MATERIALS* BACKFILL, AND WORKMANSHIP SEE SECTION 718 OF THE SCDOT STANDARD SPECIFICATIONS FOR HIGHWAY CONSTRUCTION (LATEST EDITIONO. UNLESS SPECIFIED BELOW.

2. MORTAR SHALL BE TYPE S PER ASTM C 2 7 0

ADDER TYPE T I E S COURSES TYP. 4. GROUT AND REINFORCING STEEL I N WALL AND FOUNDATION SHALL

BE INCLUDED I N THE PRICE B I D FOR BRICK MASONRY (REINFORCED). REINFORCING STEEL SHALL BE ASTM A 706, LOW-ALLOY STEEL DEFORMED AND PLAIN BARS FOR CONCRETE REINFORCEMENT* GRADE 60.

ROADWAY OR GROUT SHALL CONFORM TO ASTM C476. THE SLUMP OF THE GROUT

GROUND L I N E

5. METAL T IES SHALL BE LADDER OR TRUSS TYPE MASONRY T IES WITH A MINIMUM SIZE OF W1.7 (#9 GUAGE). MEETING AASHTO M32-94 SPECIFICATIONS(ASTM A821. T IES SHALL BE GALVANIZED TO MEET A MINIMUM REQUIREMENT OF ASTM A6419 CLASS 3.

3q3" HARDWARE CLOTH 7. VERTICAL GROUT BARRIERS OR DAMS SHOULD BE BUILT OF BRICKS ACROSS THE GROUT CAVITY FOR THE ENTIRE HEIGHT OF THE WALLAT 30 ' INTERVALS FOR THE ENTIRE LENGTH OF THE WALL TO CONTROL THE HORIZONTAL FLOW OF GROUT.

9. GROUT SHALL BE POURED I N MAXIMUM OF 4 FOOT LIFTS. UNDER NORMAL WEATHER CONDITIONS THE WAITING TIME BETWEEN 4 FOOT L I F T S I S 3 0 TO 6 0 MINUTES. EACH L I F T SHALL BE VIBRATED

THE BACK OF THE WALL THOROUGHLY TO F I L L ALL VOIDS.

10. CONCRETE FOR FOOTING TO BE B I D AS CONCRETE FOR STRUCTURES (ROADWAY) AND HAVE A MINIMUM COMPRESSIVE STRENGTH OF 4000 PSI .

11 . WALL MAY EXTEND A MAXIMUM OF 2 ' ABOVE TOP OF RETAINED SOIL DES I GN I ONS UNLESS OTHERWISE SHOWN I N PLANS.

12. AGGREGATE FOR DRAINAGE, WEEP HOLES* AND HARDWARE CLOTH SHALL BE INCLUDED I N THE B I D PRICE FOR BRICK MASONRY (REINFORCED).

13. EXPANSION JOINTS SHALL BE PLACED AT A MAXIMUM INTERVAL OF 9 0 FEET FOR THE ENTIRE LENGTH OF THE WALL. EXPANSION JOINTS SHOULD ALSO BE PLACED NEAR CORNERS AND NEAR HEIGHT STEPS

DO NOT USE MIN. ALLOWABLE BEARING PRESSURE OF FOUNDATION SOIL I S 3000 PSF. I N THE WALL.

TYPICAL SECTION 1 2 " REINFORCED / GROUTED CAVITY

MIN. ULTIMATE FRICTION FACTOR 0.45 FOR SLIDING

1 4 - FOR DETAILS SHOWING STAIRS* DRIVEWAYS, CONTOURING, AND HANDRAIL SEE DRAWING 718-105-00.

RANKINE CONDITIONS ASSUMED.

SIDEWALK WITHIN A/2 BEHIND WALL A BEHIND WALL

I S I N THE DESIGN PHASE) OR THE RCE/RME (WHEN

PLi i \ \ t : L ~ E ~ ~ ~ ~ R B Y ~ I ~ A ~ 0 ~ ~ 3 G ~ E : 6 ~ N ~ D C ~ ~ [ E f E 1 7. THE PAY ITEMS SHALL BE : GEOTECHNICAL INVESTIGATION (INCLUDING SEISMIC CONCRETE FOR STRUCTURES-CLASS 4000 (RET. WALL)-----C.Y. ANALYSIS PARAMETERS) FOR EACH RETAINING WALL LOCATION BEFORE SPECIFYING THIS STANDARD.

BRICK MASONRY(REINFORCED)--------------------------C.Y. 3/{ CLR. (TYP. LOADING CASES 53. USE MATERIALS MEETING THE MINIMUM STRENGTH OPTIONAL PEDESTRIAN CONTA I NMENT/HANDRAIL ITEMS: BRICK MASONRY (REINFORCED) CONTOURED---------------C.Y.

REQUIREMENTS SHOWN. ORNAMENTAL STEEL PICKET FENCE----------------------L.F. ALUMINUM P IPE HANDRAILING--------------------------L.F. CHAIN L INK FENCE-----------------------------------L.F.

SEE DETAIL 1

LADDER TYPE MASONRY REINFORCEMENT ( NOT CONTINUOUS ACROSS THE JO INT)

FOOTING STEP ELEVATION ADDER TYPE MASONRY REINFORCEMENT SOUTH CAROLINA DEPARTMENT OF TRANSPORTATION

PRIMARY STEEL DESIGN STANDARDS OFFICE

REINFORCEMENT CLR. (TYP. 1 955 PARK STREET ROOM 405

COLUMBIA* SC 29201

1 CLR. (TYP. 1

ALTERNATE METHOD FOR PLACING REINFORCEMENT

FOR BR I CK WA4LS DETAIL FOR ENDING WALL MAX. HEIGHT 6 -0'"

SECTION A TYPICAL EXPANSION JOINT

BACKER ROD (TYP. 1

SEALANT ( TYP. 1 2 (MIN. THICKNESS I/$)

DETAIL 1 WILL PART I ALLY BURY WALL

TY PlCAL SECTION 16" REINFORCED / GROUTED CAVITY

10'-0" MINIMUM BETWEEN STEPS

! I " L r

TOP VIEW

Y MAXIMUM STEP ALLOWED 2'-O" ( 9 COURSES) Z BARS ARE SPLICED WITH #4 CONTINUOUS BARS D BARS AND M CONTINUOUS BARS NOT SHOWN

FOOTING STEP PLAN

1 . FOR MATERIALS* BACKFILL . AND WORKMANSHIP SEE SECTION 7 1 8 OF THE SCDOT STANDARD SPECIFICATIONS FOR HIGHWAY CONSTRUCTION (LATEST E D I T I O N ) , UNLESS SPECIF IED BELOW.

2. MORTAR SHALL BE TYPE S PER ASTM C 270 .

3. WEEP HOLES ARE TO BE PROVIDED I N WALLS APPROXIMATELY 4 " ADDER TYPE TIES

3 . 0 0 0 P S I ( M I N . GROUT COURSES TYP. A 1 2 " X 1 2 " POROUS BED OF STONE FOR THE LENGTH OF THE WALL. ABOVE SIDEWALK AND SPACED 6 FEET APART AND CONNECTED WITH

I F THE BACKFILL CONTAINS MORE THAN 2 0 % FINES. THE STONE SHALL BE EXTENDED TO WITHIN 1 2 " OF THE F I N I S H E D GROUND L I N E .

4. GROUT AND REINFORCING STEEL I N WALL AND FOUNDATION SHALL BE INCLUDED I N THE PRICE B I D FOR BRICK MASONRY (REINFORCED). REINFORCING STEEL SHALL BE ASTM A-706. LOW -ALLOY STEEL DEFORMED AND PLAN BARS FOR CONCRETE REINFORCEMENT* GRADE 60 . GROUT SHALL CONFORM TO ASTM C 4 7 6 . THE SLUMP OF THE GROUT SHOULD BE THE MAXIMUM WITHOUT SEPARATION

X 1 2 " #5 OR #57 ( T Y P I C A L L Y ABOUT 9 " ) . BRICK SHALL BE GRADE SW PER AASHTO

GREGATE (SEE NO M 1 1 4 AND HAVE A MINIMUM COMPRESSIVE STRENGTH OF 6 0 0 0 P S I .

5. METAL T I E S SHALL BE LADDER OR TRUSS TYPE MASONRY T I E S WITH A MINIMUM S I Z E OF W1.7 (#9 GUAGE). MEETING AASHTO M32-94 SPECIF ICATIONS (ASTM A 8 2 ) . T I E S SHALL BE GALVANIZED TO MEET A

DESIGN ASSUMPTIONS MINIMUM REQUIREMENT OF ASTM A641 CLASS 3.

MIN. f ' m = 1 9 0 0 P S I 6. MORTAR F I N S I N THE CAVITY SHOULD BE PREVENTED MIN. f m = 7 6 0 P S I MORE THAN 1/2 OF MIN. f ' b = 6 0 0 0 P S I 7 . VERTICAL GROUT BARRIERS OR DAMS SHOULD BE B U I L T OF '9 BRICKS MIN. f ' y = 6 0 K S I ACROSS THE GROUT CAVITY FOR THE ENTIRE HEIGHT OF THE WALL AT MIN. f y = 24 KSI 3 0 ' INTERVALS FOR THE ENTIRE LENGTH OF THE WALL TO CONTROL THE

#4 BARS CONTINUOUS @ MAX. SOIL UNIT WEIGHT = 115 PCF #5 BAR 1 6 " HORIZONTAL FLOW OF GROUT. MIN. SOIL FRICTION ANGLE = 31" #6 BAR 1 9 "

MIN. ALLOWABLE BEARING PRESSURE 8. THE CAVITY SHALL BE KEPT CLEAN FROM MORTAR DROPPINGS AND

OF FOUNDATION SOIL I S 3 0 0 0 PSF. DEBRIS. CLEAN OUT HOLES SHOULD BE PROVIDED AT THE BASE OF THE

MIN- ULTIMATE FRICTION WALL. THE BRICK MORTAR SHALL BE ALLOWED THREE ( 3 ) DAYS CURING

FACTOR 0 . 5 0 FOR SLIDING TIME PRIOR TO CAVITY GROUTING.

RANKINE CONDITIONS ASSUMED. 9 . GROUT SHALL BE POURED I N MAXIMUM OF 4 ' L I F T S . UNDER NORMAL STRUCTURAL NOTES (REQUIRED BEFORE SPECIFYING): WEATHER CONDITIONS* THE WAITING T IME BETWEEN 4 ' L I F T S I S 3 0 TO S1.OETERMINE ACTUAL F IELD VALUES BY PERFORMING A COMPLETE GEDTECHNICAL INVESTIGATION

6 0 MINUTES. EACH L I F T SHALL BE VIBRATED THOROUGHLY TO F I L L (INCLUDING SEISMIC ANALYSIS PARAMETERS) BEFORE

ALL VOIDS. SPECIFYING THIS STANDARD RETAINING WALL. L I M I T S SHOWN I N THE DESIGN ASSUMPTIONS FOR 10. CONCRETE FOR FOOTING TO BE B I D AS CONCRETE FOR STRUCTURES ALL PARAMETERS MUST BE MET I N ORDER TO USE (ROADWAY) AND HAVE A MINIMUM COMPRESSIVE STRENGTH OF 4 0 0 0 P S I . THIS STANDARD. I F ANY PARAMETER FALLS OUTSIDE THE DESIGN ASSUMPTION L I M I T S * A CUSTOM DESIGNED WALL I S REQUIRED.

11. WALL MAY EXTEND A MAXIMUM OF 2 ' ABOVE TOP OF RETAINED S O I L UNLESS OTHERWISE SHOWN I N PLANS.

52 . THE ENGINEER OF RECORD (WHEN THE PROJECT I S I N THE DESIGN PHASE) OR THE RCE/RME (WHEN A WALL 12. AGGREGATE FOR DRAINAGE* WEEP HOLES* AND HARDWARD CLOTH I S NEEDED BUT WAS NOT DESIGNED I N THE PLANS) WILL SHALL BE INCLUDED I N THE B I D PRICE FOR BRICK MASONRY ORDER SOIL BORINGS AN0 A COMPLETE GEOTECHNICAL INVESTIGATION (INCLUDING SEISMIC ANALYSIS

(REINFORCED 1 . PARAMATERS) FOR EACH RETAINING WALL LOCATION BEFORE SPECIFYING THIS STANDARD. 13. EXPANSION JOINTS SHALL BE PLACED AT A MAXIMUM INTERVAL

OF 9 0 ' FOR THE ENTIRE LENGTH OF THE WALL. EXPANSION JOINTS S3. USE MATERIALS MEETING THE MINIMUM STRENGTH SHOULD ALSO BE PLACED NEAR CORNERS AND NEAR HEIGHT STEPS REQUIREMENTS SHOWN. I N THE WALL.

DO NOT USE 1 4 . FOR D E T A I L S SHOWING STAIRS. DRIVEWAYS* CONTOURING* FENCE AND HANDRAIL SEE STANDARD DRAWING 718-105-00.

1 5 . SEE STANDARD DRAWING 806-505-00 FOR ORNAMENTAL STEEL P ICKET FENCE DETAILS. CHAIN L I N K FENCE POST MUST BE EMBEDDED 1 / 3 OF THE EXPOSED POST HEIGHT. P I P E HANDRAILING MAY BE S P E C I F I E D I N L I E U OF CHAIN L I N K OR ORNAMENTAL FENCE WHEN CONTAINMENT I S NOT REQUIRED.

CASE 2 1 6 . P I P E HANDRAIL MAY BE EITHER ALUMINUM OR PLASTIC COMPOSITE.

SIDEWALK WITHIN TRAFFIC WITHIN THE MINIMUM DIAMETER S H i L L BE 1-1/4" AND THE MAXIMUM MARCH 3 9 2008 DIAMETER SHALL BE 1-1 /2 . A/2 BEHIND WALL A BEHIND WALL

a 1 7 . THE PAY ITEMS SHALL BE: CONCRETE FOR STRUCTURES-CLASS 4 0 0 0 ( RET. WALL )-----C. Y. BRICK MASONRY (REINFORCED)-------------------------C.Y. BRICK MASONRY (REINF0RCED)CONTOURED----------------C.Y.

OPTIONAL PEDESTRIAN CONTAINMENT/HANDRAIL ITEMS: ORNAMENTAL STEEL P ICKET FENCE----------------------L.F. ALUMINUM P I P E HANDRAILING--------------------------L.F. CHAIN L I N K FENCE-----------------------------------L.F.

LOADING CASES


DESIGN STANDARDS OFFICE I/-;' JOINT COMPLETELY 955 PARK STREET FREE OF MORTAR

ROOM 405 3~dr CLR. (TYP.

COLUMBIAw SC 29201

SEE DETAIL 1

RUNNING BOND LADDER TYPE MASONRY BACKER ROD ( T Y P . )

BRICK PATTERN REINFORCEMENT (NOT CONTINUOUS ACROSS THE JOINT)

SECTION A TYPICAL EXPANSION JOINT

( 9 0 ' MAX SPACING)

#4 (Z BARS

#4 (Z) BARS @ 1 2 "

. . . l f

E BARS

( TYP

FOOTING STEP ELEVATION

DETAIL I

TOP OF RETAINED SO I L t

I

TOE OF F I L L "WRAP AROUND" W I L L P A R T I A L L Y BURY WALL

DETAIL FOR ENDING WALL

b

e -

VARIES *

b

G -

PLAN VlEW

' CONCRETE SIDEWALK

4 ' OR EARTH SHOULDER


SCDOT DOCUMENTS

RELATED DRAWINGS d KEYWORDS --------------




FRETE SIDEWALK OR

EARTH SHOULDER

2: 1 # V A R I E S F I L L SLOPE

, " 1

, 1 - I

% .

I . . . . EARTH F I L L ,

L ~ V A R I E S J ORIGINAL GROUND

CROSS SECTION VlEW

NOTES : * 1 . DISTANCE FROM BASE OF TREE TO BASE OF WALL TO BE AT LEAST 2 /3 OF TREE WELL HEIGHT WHERE POSSIBLE ( 2 4 MIN. )

# 2. BRICK MASONRY I S NOT TO EXTEND INTO CONCRETE WALK.

3. THE CONTRACT UNIT PRICE FOR BRICK MASONRY TREE WELLS - C.Y. SHALL INCLUDE THE COST OF FURNISHING ALL MATERIAL AND WORK INCIDENTAL TO THE CONSTRUCTION OF THE STRUCTURE COMPLETE I N PLACE I N ACCORDANCE WITH STANDARD SPECIFICATIONS FOR HIGHWAY CONSTRUCTION (LATEST EDITION) .

4 - MORTAR SHALL BE TYPE S OR M.

5. MATERIALS AND BACKFILL WILL BE I N ACCORDANCE WITH SECTION 718 OF THE STANDARD SPECIFICATIONS FOR HIGHWAY CONSTRUCTION (LATEST EDITION) .

6- THE PAY ITEM SHALL BE: BRICK MASONRY TREE WELL-----C;Y.

m




S T A N D A R D DRAWING

SECTION 71 9-000

CATCH BASIN : WATER CAN ENTER THROUGH A VERTICAL PLANE SUCH AS A CURB OR WALL FACE. ADDIT IONAL

WATER MAY F A L L THROUGH HOLES I N A GRATE SYSTEM

TOP VIEW

TABLE 71 9-001 A

REFERENCES NATIONAL DOCUMENTS AASHTO M235

SCDOT DOCUMENTS QUALIFIED PRODUCT LIST 14

DIMENSION A

GENERAL NOTES:

1. FOR B U I L T I N PLACE CONSTRUCTION OF THE CATCH BASIN. EITHER BRICK MASONRY (WALLS ONLY) OR C I P CLASS 3 0 0 0 CONCRETE MAY BE USED. FOR PRECAST CONSTRUCTION. A MINIMUM OF CLASS 4000P CONCRETE SHALL BE USED.

2. CONCRETE WALLS ARE TO BE 6 " THICK WITH A MINIMUM REINFORCING STEEL AREA OF 0 . 2 0 SQUARE INCHES PER FOOT UNLESS NOTED. FOR BRICK. THE WALLS ARE TO BE 8 " THICK. CONCRETE BRICK AND SIMILAR SOLID UNITS SHALL CONFORM TO THE REQUIREMENTS OF ASTM C 55. GRADE S-11.

THE INTERIOR DIMENSIONS ARE TO REMAIN AS SHOWN FOR EITHER TYPE OF CONSTRUCTION.

3. THE BOTTOM SLAB OF THE BOX SHALL BE A MINIMUM OF 6 " THICK REINFORCED CONCRETE (CLASS 3 0 0 0 OR 4 0 0 0 P ) WITH A REINFORCING STEEL AREA OF 0.20 SQUARE INCHES PER FOOT. WIRE MESH MAY BE USED I N L I E U OF STEEL BARS PROVIDED A MINIMUM OF 0.20 SQUARE INCHES PER FOOT I S MET.

4. MORTAR SHALL BE TYPE s OR M.

5. REINFORCING STEEL SHALL BE ASTM A-706. LOW-ALLOY STEEL DEFORMED BARS FOR CONCRETE REINFORCEMENT* GRADE 60. WIRE MESH SHALL CONFORM TO AASHTO M 5 5 AND M 221.

6. SEE STANGARD DRAWING 719-550-00 FOR STEPS. WHICH ARE REOUIRED WHEN STRUCTURE DEPTH EXCEEDS 4'-6 . 7. SEE STANDARD DRAWINGS 719-420-00 AND 719-425-00 FOR DEPTHS GREATER THAN 12 ' . PRECAST CONCRETE CIRCULAR ORAINAGE STRUCTURES ARE REQUIRED WHEN THE DEPTH FROM THE TOP OF THE DRAINAGE BOX BOTTOM SLAB TO THE TOP OF THE GROUND EXCEEDS 12'-0".

RELATED DRAW INCS d KEYWORDS 8. LOCATION AND S I Z E OF PIPES ARE S I T E SPECIFIC. (SEE DRAINAGE PLANS). THE BOTTOM OF 719-001-01 TO 719-001 -04 THE CATCH BASIN IS TO BE GROUTED TO THE LOWEST FLOW LINE ELEVATION OF ALL PIPES. IF

BOTTOM SLAB I S CAST I N PLACE WITH PIPES INSTALLED* BOTTOM SLAB THICKNESS MUST BE ACHIEVED BEYOND P I P E OUTSIDE DIAMETER.

9. THE CONTRACT UNIT PRICE FOR CATCH BASINS SHALL INCLUDE THE COST OF FURNISHING ALL MATERIALS. ( B U I L T I N PLACE OR PRECAST). AND WORK INCIDENTAL TO THE CONSTRUCTION OF THE STRUCTURE COMPLETE I N PLACE AS SHOWN. INCLUDING THE CURB AND GUTTER. I N ACCORDANCE WITH THE SCDOT STANDARD SPECIFICATIONS FOR HIGHWAY CONSTRUCTION (LATEST EDITION) .

10. CASTINGS SHALL CONFORM TO AASHTO M 105, CLASS 3 5 0 AND THE SPECIFICATIONS OF AASHTO M 306.

PRECONSTRUCTION 11. ( a ) STEEL GRATES AND FRAME MAY BE USED I N L I E U OF CAST IRON As LONG As THE LOADING

SUPPORT ENGINEER [NOTE l l d ) AND HYDRAULIC REQUIREMENTS ARE MET* AND ARE ON THE DEPARTMENT'S L I S T OF APPROVED SUPPLIERS. (QUALIFIED PRODUCT L I S T 4 5 )

l b ) STEEL GRATES SHALL BE HOT D I P GALVANIZED I N ACCORDANCE WITH AASHTO M 111. ( c ) STEEL GRATES AND FRAMES SHALL BE DIMENSIONED TO BE INTERCHANGEABLE WITH EACH

PIECE OF THE CAST IRON GRATE AND FRAME SHOWN. STEEL GRATES MUST HAVE POSITIVE MEANS TO BE RETAINED I N THE FRAME.

( d l STRENGTH REQUIREMENTS OF STEEL GRATES AND FRAMES MUST MEET AASHTO M 306. (el MANUFACTURERS DESIRING TO BE PLACED ON THE DEPARTMENT'S QUALIFIEO PRODUCT L I S T

SHOULD CONTACT THE MATERIALS AND RESEARCH ENGINEER FOR PROCEDURES.

POURED FLUSH WITH THE OUTSIDE EDGE OF THE CATCH BASIN ON ALL SIDES. PROVIDE PROTECTION FOR BOLTS AND NUTS AT FRAME ADJUSTMENT SLOTS. BOLTS AND NUTS SHALL MEET ASTM A-307 AND WILL BE GALVANIZED ACCORDING TO AASHTO M 232.

13. GRATE OPENINGS EXCEED AND ARE NOT SUITABLE FOR PEDESTRIAN TRAFFIC.

CB TYPE 1 BOTTOM SLAB (PC OR C I P 46"X52"X6"1

16. ADDITIONAL MATERIAL AND LABOR TO CONSTRUCT FLARED GUTTER TO BE INCLUDED I N THE PAY ITEM CATCH BASIN TYPE 1.

PRECAST NOTES:

17. SUPPLY PRECAST CONCRETE COMPONENTS FOR ORAINAGE ITEMS AT EACH LOCATION FROM A SINGLE SOURCE PRECAST MANUFACTURER THAT HAS BEEN INSPECTED AND APPROVED BY THE MATERIALS AND RESEARCH ENGINEER. SUPPLY ALL INTERCHANGEABLE PRECAST PARTS ON ENTIRE PROJECT FROM A SINGLE SOURCE MANUFACTURER LISTED ON QUALIFIED PRODUCT L I S T 14 UNLESS APPROVED BY RCE.

@ CB TYPE 1 FRAME. GRATE. AND HOOD ITEMS FROM MULTIPLE MANUFACTURERS SHOULD NOT BE INSTALLED I N INDIVIOUAL LOCATIONS.

18. THE USE OF PRECAST UNITS WILL NOT RELIEVE THE CONTRACTOR OF THE RESPONSIBILITY OF OBTAINING SATISFACTORY INSTALLATIONS. SEE STANDARD DRAWINGS FOR PRECAST CONCRETE DRAINAGE BOX OR STRUCTURE FOR ADDITIONAL DETAILS AND SPECIFICATIONS.

19. L I F T HOLES AND/OR DEVICES MAY BE PLACED AS NECESSARY. ALL L I F T HOLES SHALL BE GROUTED SHUT PRIOR TO COMPLETION OF THE INSTALLATION. ALL L I F T I N G METHODS MUST MEET OSHA REGULATIONS.

20. THE CONTRACTOR SHALL USE A SINGLE SOURCE MANUFACTURER CHOSEN FROM QUALIFIED PRODUCT 4 " CONCRETE L I S T FOR PRECAST ITEMS ON THIS DRAWING. SEE NOTE 1 2

21. PRECAST MANUFACTURER SHALL FOLLOW QUALIFIEO PRODUCT POLICY 14.

22. CONTRACTOR MAY SUBMIT DESIGN DRAWINGS AND CALCULATIONS FOR MODIFICATIONS TO THIS ITEM ON A PROJECT BY PROJECT BASIS. MODIFICATIONS TO THESE ITEMS WILL NOT BE LISTED ON ANY QUALIFIED PRODUCT L I S T . SUBMIT ALL PROPOSALS FOR PROJECT SPECIFIC MODIFICATIONS TO THE RESIDENT ENGINEER FOR REVIEW BY THE ENGINEER OF RECORD.

23. JOINTS BETWEEN INSTALLED PIECES AND PRECAST ITEMS TO BE PLACED SHALL BE SEALED WITH A '4; GROUT L I F T OR AN APPROPRIATE PLASTIC PREFORMED GASKET (FROM QUALIFIED PRODUCT L I S T 13. PRECAST INSTALLATION NOTES: '

PRECAST BOX 24. BED SHALL BE PREPARED AND COMPACTED FOR PRECAST DRAINAGE STRUCTURE AS REQUIRED BY CONFORMING TO SCDOT STANDARD SPECIFICATIONS FOR PRECAST ITEMS. ELEVATION OF BEDDING MATERIAL SHALL BE

APPROPRIATE TO ACCOMMODATE ELEVATION OF ALL PIPES AND REQUIRED BOX TOP ELEVATION.

25. PLACE AND LEVEL PRECAST BOX.

26. PIPES SHALL BE INSTALLEO AN0 GROUTED I N PLACE.

PLACE P I P E FLUSH WITH 27. PIPES AN0 BOX SHALL BE BACKFILLED AN0 COMPACTED AS REQUIRED BY SCDOT STANOARD INS IOE FACE OF BOX. SPEC I F ICAT IONS. COAT ALL EXPOSED

BUILT IN REBAR I N F I E L D CUTS 28. ANY LOCATION WHERE THE ABOVE REQUIREMENTS CANNOT BE MET SHALL BE COMPLETED USING PLACE OF RCP WITH AN EPOXY CAST I N PLACE MATERIALS MEETING THE REQUIREMENTS OF THIS STANOARD DRAWING. ANY OPTION RESIN ADHESIVE ADDITIONAL MATERIALS OR COSTS ASSOCIATED WITH THE USE OF PRECASt WILL BE P A I D FOR BY THE

CONFORMING TO AASHTO CONTRACTOR AND MAY NOT BE CHARGED TO SCDOT. M 235. F IELD CUT P I P E AS REQUIRED FOR 29. PRECAST CONCRETE CIRCULAR STRUCTURES (AS SHOWN ON 719-420-00) FLUSH F I T . COMPLETELY ARE REQUIRED FOR THE FOLLOWING APPLICATIONS UNLESS PROHIBITED BY GROUT ALL VOIDS AROUND THE PLANS OR SPECIAL PROVISIONS. P I P E FOR FULL SUPPORT.

( a ) 1 2 FEET. ON DRAINAGE STRUCTURES WITH A DEPTH EQUAL TO OR GREATER THAN

( b ) ON DRAINAGE STRUCTURES WHERE THE FLOW L I N E ELEVATION OF THE INLET P I P E I S EQUAL TO OR HIGHER THAN THE INSIDE TOP ( S O F F I T ) OF THE OUTLET PIPE.

( c ) AS REQUIRED BY THE PROJECT PLANS.

30. THE PAY ITEM SHALL BE: CATCH BASIN TYPE 1 ----------- EA

BUILT IN PLACE OPTION

8"

PRECAST OPTION

6"

SECT I ON SCALE^^^": 1 ' SID ELEVATION T Y P ~ I INLET

w ADA TOR

CB TYPE 1 INLET AQAPJOR FOR ?7[%7!"8 1

~ = 3 " ~ = 3 I/;

INLET ADAPTOR

PLACE MASON 1 TE SHIMS AS REOUIREO AND GROU TO

ACHIEVE PROPER RECAST DRAINAGE OX (SEE 719-305-001

OR

BUILT I N PLAC BUILT I N PLACE

ADAPTOR INSTALLED I SIMILAR TO SECTION *

FRONT INSIDE EDGE OF BOX STANDARD INSTALLATION (SEE NOTE 3 1 -1 Lg I

GENERAL NOTES:

1. ALL MATERIALS* DESIGN. MANUFACTURE. TESTING AND PRODUCT PERFORMANCE FOR PRECAST CONCRETE COMPONENTS AND ACCESSORIES SHALL BE I N ACCORDANCE WITH AASHTO M 1 9 9 AND SECTION 7 1 9 OF THE SCDOT STANDARD SPECIFICATIONS FOR HIGHWAY CONSTRUCTION (LATEST E D I T I O N ) .

2. FOR PRECAST CONSTRUCTION* A MINIMUM OF CLASS 4000P CONCRETE SHALL BE USED.

3. CATCH BASIN TYPE 1 INLET ADAPTORS ARE DESIGNED TO BE REVERSIBLE AND CAN BE ROTATED UP TO 1 8 0 DEGREES TO SATISFY F I E L D CONDITIONS. ENGINEER SHALL NOTE BOX POSIT ION ON F I N A L PLANS WHEN DIFFERENT FROM STANDARD.

4. ALL CATCH BASIN TYPE 1 INLET ADAPTOR SLABS ARE TO BE A MINIMUM OF 8 INCHES THICK WITH THE REINFORCING STEEL PLACED RELATIVE TO THE CATCH BASIN OPENING.

5 . REINFORCING STEEL SHALL BE ASTM A-706. LOW-ALLOY STEEL DEFORMED BARS FOR CONCRETE REINFORCEMENT, GRADE 60.

6 - USE OF INLET ADAPTOR SLABS ON EXISTING BOXES MUST BE APPROVED BY THE ENGINEER BEFORE INSTALLATION.

7. FOR USE ON NEW B U I L T I N PLACE BRICK BOXES THE MAXIMUM OUTSIDE DIMENSIONS OF THE BOX SHALL NOT EXCEED THE OUTSIDE DIMENSIONS OF THE ADAPTOR SLAB.

8. THE ADAPTER SLAB AS SHOWN I S DESIGNED FOR HS 2 5 L I V E LOAD.

CUT BARS M I N I M U M 1 " CLEAR FROM 9. CHAIRS ARE TO BE USED TO POSITION THE STEEL MATS I N

THE ADAPTOR SLAB.

10. RISERS MUST BE PLACED BETWEEN BOX AND INLET ADAPTOR AND MAY NOT BE PLACED BETWEEN INLET ADAPTOR AND CB TYPE 1 FRAME.

11. SEE DRAWINGS 719-001 -01 AND 719-001 -04 OF THE STANDARD DRAWINGS FOR DETAILS OF TYPE 1 CATCH BASINS.

12. SEE SCDOT STANDARD DRAWINGS 719-310-00 AND 719-305-00 FOR APPROPRIATE BOX S I Z E BASED ON P I P E DIAMETERS REQUIRED.

PRECAST NOTES:

13. SUPPLY PRECAST CONCRETE COMPONENTS FOR DRAINAGE ITEMS AT EACH LOCATION FROM A SINGLE SOURCE PRECAST MANUFACTURER THAT HAS BEEN INSPECTED BY THE MATERIALS AND RESEARCH ENGINEER. SUPPLY ALL INTERCHANGEABLE PRECAST PARTS ON ENTIRE PROJECT FROM A SINGLE SOURCE MANUFACTURER L ISTED ON QUALIF IED PRODUCT L I S T 1 4 UNLESS APPROVED BY RCE. ITEMS FROM MULTIPLE MANUFACTURERS SHOULD NOT BE INSTALLED I N INDIVIDUAL LOCATIONS.


15. L I F T HOLES AND/OR DEVICES MAY BE PLACED AS NECESSARY. ALL L I F T HOLES SHALL BE GROUTED SHUT PRIOR TO COMPLETION OF THE INSTALLATION. ALL L I F T I N G METHODS MUST MEET OSHA REGULATIONS.

16. THE CONTRACTOR SHALL USE A SINGLE SOURCE MANUFACTURER CHOSEN FROM QUALIF IED PRODUCT L I S T 1 4 FOR PRECAST ITEMS ON T H I S DRAWING.

17. PRECAST MANUFACTURER SHALL FOLLOW QUALIF IED PRODUCT POLICY 1 4 BEFORE SUPPLYING T H I S ITEM ON SCDOT PROJECTS.

18. CONTRACTOR MAY SUBMIT DESIGN DRAWINGS AND CALCULATIONS FOR MODIFICATIONS TO T H I S ITEM ON A PROJECT BY PROJECT BASIS. MODIFICATIONS TO THESE ITEMS WILL NOT BE L ISTED ON ANY QUALIF IED PRODUCT L I S T . SUBMIT ALL PROPOSALS FOR PROJECT SPECIF IC MODIFICATIONS TO THE RESIDENT ENGINEER FOR REVIEW BY THE ENGINEER OF RECORD.

19. JOINTS BETWEEN INSTALLED PIECE? AND PRECAST ITEMS TO BE PLACED SHALL BE SEALED WITH A / { GROUT L I F T OR AN APPROPRIATE PLASTIC PREFORMED GASKET (FROM QUALIFIED PRODUCT L I S T 1 3 ) .

20. THE CONTRACT U N I T PRICE FOR CATCH BASINS WITH STANDARD BOX SHALL INCLUDE THE COST OF FURNISHING ALL MATERIALS AND WORK INCIDENTAL TO THE CONSTRUCTION OF THE STRUCTURE COMPLETE I N PLACE AS SHOWN* INCLUDING THE CURB AND GUTTER, INLET ADAPTOR. INLET SYSTEM. AND SPECIFIED DRAINAGE BOX* I N ACCORDANCE WITH THE SCDOT STANDARD SPECIFICATIONS FOR HIGHWAY CONSTRUCTION (LATEST E D I T I O N ) AND THIS STANDARD DRAWING.

2 1 . THE PAY ITEM SHALL BE: CATCH BASIN TYPE 1 WITH STANDARD 4 ' X 4 ' BOX........EA. CATCH BASIN TYPE 1 WITH STANDARD 5 ' X 5 ' BOX........EA. CATCH BASIN TYPE 1 WITH STANDARD 6 ' X 6 ' BOX........EA. CATCH BAS I N TYPE 1 WITH MOD I F IED BOX NO. ( - 1. . . . . . . EA.

I N L E T ADAPTOR T Y P E 1 INLET ADAPTOR FOR 5 x 5 BOX ( 7 6 " X 7 6 " X 8 " 1

ADAPTOR

STD. DRAWINGS THAT HAVE S I M I L A R STRUCTURAL D E S I G N CB TYPE 1 719-001-04 CB TYPE 9 719-009-04 D I 24 "X24" 71 9-1 05-02 D I 24 " ~ 3 6 " 71 9-1 05-03 MANHOLE 71 9-505-03 J B SHALLOW 71 9-330-02

CONCRETE MEDIAN OR GRASS PLOT

PLAN

TOP OF GUTTER AT CURB L I N E SHALL BE 3 " BELOW EDGE OF PAVEMENT f

PROFILE AT CURB L I N E


NOTES :

-------------- /ROADWAY PAVEMENT 4 b

1. SEE STANDARD DRAWING 719-001-01 FOR DETAIL OF BASIN.

NO CONCRETE CURB SHALL BE P A I D FOR WITHIN THESE L I M I T S . 2. I F STRUCTURE DEPTH EXCEEDS 4'-6" METAL STEPS ARE TO BE PLACED ON WALL. SEE STEP STANDARD D ~ A W I N G 719-550-00.

5' 0" 4

10' ON b - - w 3 . WHEN CATCH BASIN TYPE 1 - SPECIAL I S CONSTRUCTED ADJACENT TO

CONCRETE MEDIAN. A DEDUCTION OF 3.2 SQ. YDS. SHALL BE MADE FROM 3' 6" - _ 1' 6"-A 1' 6" 8' 6" CONCRETE MEDIAN.

4 - - - - - C

4 . THE CONTRACT U N I T PRICE FOR CATCH BASINS SHALL INCLUDE THE COST SCOOT DOCUMENTS FACE OF CONCRETE OF FURNISHING ALL MATERIALS AND WORK INCIDENTAL TO THE CONSTRUCTION

6 " UNIFORM CONCRETE PAVEMENT CURB OR MEDIAN OF THE STRUCTURE COMPLETE I N PLACE AS SHOWN. INCLUDING CONCRETE -------------- CURB AND CONCRETE PAVEMENT* I N ACCORDANCE WITH THE SCDOT STANDARD

SPECIFICATIONS FOR HIGHWAY CONSTRUCTION (LATEST EDIT ION) .

5. THIS DRAWING I S NOT REQUIRED TO COMPLETE STANDARD CATCH BASIN TYPE 1 INSTALLATION

6. THE PAY ITEM SHALL BE: CATCH BASIN TYPE 1 SPECIAL --------- EA

RELATED DRAWINGS b KEYWORDS -c---

--------------

ECONSTRUCTION SUPPORT ENGINEER


I N S T A L L A T I ON

f TOP OF CURB

FINISHED OF ASPHAL

L B ~ ~ ~ ~ ~ OF BASE COURSE

D E T A I L SCALE^^: 1 '

GRADE ON EDGE .T PAVEMENT

\ BOTTOM OF 6" CONCRETE PAVEMENT

1. FOR BUILT I N PLACE CONSTRUCTION OF THE CATCH BASIN* EITHER BRICK MASONRY (WALLS ONLY) OR C I P CLASS 3 0 0 0 CONCRETE MAY BE USED. FOR PRECAST CONSTRUCTION. A MINIMUM OF CLASS 4000P CONCRETE SHALL BE USEO.

2. CONCRETE WALLS ARE TO BE 6 " THICK WITH A MINIMUM REINFORCING STEEL AREA OF 0.20 SQUARE INCHES PER FOOT UNLESS NOTED. FOR BRICK. THE WALLS ARE TO BE 8 " THICK. CONCRETE BRICK AN0 SIMILAR SOLID UNITS SHALL CONFORM TO THE REQUIREMENTS OF ASTM C 55. GRADE S-11. THE INTERIOR OIMENSIONS ARE TO REMAIN AS SHOWN FOR EITHER TYPE OF CONSTRUCTION.

3. THE BOTTOM SLAB OF THE BOX SHALL BE A MINIMUM OF 6'' THICK REINFORCED CONCRETE (CLASS

4. MORTAR SHALL BE TYPE S OR M.

5. REINFORCING STEEL SHALL BE ASTM A-706. LOW-ALLOY STEEL DEFORMED BARS FOR CONCRETE REINFORCEMENT, GRADE 60. WIRE MESH SHALL CONFORM TO AASHTO M 5 5 AND M 221.

6. SEE STAN!ARO DRAWING 719-550-00 FOR STEPS. WHICH ARE REQUIRED WHEN STRUCTURE OEPTH EXCEEOS 4'-6 . 7. SEE STANOARO ORAWINGS 719-420-00 AN0 719-425-00 FOR DEPTHS GREATER THAN 12 ' . PRECAST CONCRETE CIRCULAR DRAINAGE STRUCTURES ARE REQUIRED WHEN THE DEPTH FROM THE TOP OF THE ORAINAGE BOX BOTTOM SLAB TO THE TOP OF THE GROUND EXCEEOS 12'-0".

8. LOCATION AND S I Z E OF PIPES ARE S I T E SPECIFIC. (SEE DRAINAGE PLANS). THE BOTTOM OF THE CATCH BASIN I S TO BE GROUTEO TO THE LOWEST FLOW L I N E ELEVATION OF ALL PIPES. I F BOTTOM SLAB I S CAST I N PLACE WITH PIPES INSTALLED, BOTTOM SLAB THICKNESS MUST BE ACHIEVED BEYOND PIPE OUTSIDE DIAMETER. 719-305-00~719-310-009719-001-01 TO 9 - THE CONTRACT UNIT PRICE FOR CATCH BASINS SHALL INCLUDE THE COST OF FURNISHING ALL MATERIALS. ( B U I L T I N PLACE OR PRECASTIr AND WORK INCIDENTAL TO THE CONSTRUCTION OF THE STRUCTURE COMPLETE I N PLACE AS SHOWN. INCLUOING THE CURB AND GUTTER. I N ACCORDANCE WITH THE SCDOT STANDARD SPECIFICATIONS FOR HIGHWAY CONSTRUCTION (LATEST EDITION) .

11. ( a 1 STEEL GRATES AN0 FRAME MAY BE USED I N L I E U OF CAST IRON AS LONG AS THE LOADING (NOTE l l d ) AN0 HYDRAULIC REQUIREMENTS ARE MET. AND ARE ON THE OEPARTMENT'S L I S T OF

APPROVED SUPPLIERS. (QUALIFIED PRODUCT L I S T 4 5 ) ( b ) STEEL GRATES SHALL BE HOT D I P GALVANIZED I N ACCORDANCE WITH AASHTO M 111. ( C ) STEEL GRATES AND FRAMES SHALL BE DIMENSIONED TO BE INTERCHANGEABLE WITH EACH PIECE OF THE CAST IRON GRATE AN0 FRAME SHOWN. STEEL GRATES MUST HAVE POSITIVE MEANS TO BE RETAINED I N THE FRAME.

( d l STRENGTH REQUIREMENTS OF STEEL GRATES AN0 FRAMES MUST MEET AASHTO M 306. (el MANUFACTURERS DESIRING TO BE PLACEO ON THE OEPARTMENT'S QUALIFIED PROOUCT L I S T SHOULD CONTACT THE MATERIALS AN0 RESEARCH ENGINEER FOR PROCEDURES.

12. AFTER THE FRAME AND HOOO ARE SET. THE FINAL 4 " OF CLASS 3 0 0 0 CONCRETE I S TO BE POURED FLUSH WITH THE OUTSIDE EDGE OF THE CATCH BASIN ON ALL SIDES. PROVIDE PROTECTION FOR BOLTS AND NUTS AT FRAME ADJUSTMENT SLOTS. BOLTS AND NUTS SHALL MEET ASTM A-307 AND WILL BE GALVANIZED ACCORDING TO AASHTO M 232.

13. GRATE OPENINGS EXCEED '0; AN0 ARE NOT SUITABLE FOR PEDESTRIAN TRAFFIC.

14. ALL MANUFACTURING PROCESS FOR THE FRAME. GRATE* AN0 HOOO MUST OCCUR I N THE UNITED STATES.

15. SEE STANOARO DRAWING 719-305-00 OR 719-310-00 FOR MAXIMUM P I P E DIAMETERS. THE PIPE SIZES SHOWN ARE MAXIMUM FOR BRICK AND PRECAST BOXES WHEN P I P E ENTERS PERPENDICULAR AND AT THE CENTER OF THE BOX WALL. CONTRACTOR SHOULO CONFIRM THAT P I P E USEO F I T S APPROPRIATELY INTO BOX.

16. AOOITIONAL MATERIAL AND LABOR TO CONSTRUCT FLARED GUTTER TO BE INCLUDED I N THE PAY ITEM CATCH BASIN TYPE 1.

PRECAST NOTES:

17. SUPPLY PRECAST CONCRETE COMPONENTS FOR DRAINAGE ITEMS AT EACH LOCATION FROM A SINGLE SOURCE PRECAST MANUFACTURER THAT HAS BEEN INSPECTED AN0 APPROVE0 BY THE MATERIALS AND RESEARCH ENGINEER. SUPPLY ALL INTERCHANGEABLE PRECAST PARTS ON ENTIRE PROJECT FROM A SINGLE SOURCE MANUFACTURER LISTED ON QUALIFIED PRODUCT L I S T 1 4 UNLESS APPROVED BY RCE. ITEMS FROM MULTIPLE MANUFACTURERS SHOULO NOT BE INSTALLEO I N INDIVIDUAL LOCATIONS. MARCH 29 2009 18. THE USE OF PRECAST UNITS WILL NOT RELIEVE THE CONTRACTOR OF THE RESPONSIBILITY OF OBTAINING SATISFACTORY INSTALLATIONS. SEE STANOARO DRAWINGS FOR PRECAST CONCRETE DRAINAGE BOX OR STRUCTURE FOR ADDITIONAL DETAILS AND SPECIFICATIONS.

19. L I F T HOLES AND/OR DEVICES MAY BE PLACED AS NECESSARY. ALL L I F T HOLES SHALL BE GROUTEO SHUT PRIOR TO COMPLETION OF THE INSTALLATION. ALL L I F T I N G METHODS MUST MEET OSHA REGULATIONS.

20. THE CONTRACTOR SHALL USE A SINGLE SOURCE MANUFACTURER CHOSEN FROM QUALIFIED PROOUCT L I S T FOR PRECAST ITEMS ON THIS ORAWING.

21. PRECAST MANUFACTURER SHALL FOLLOW QUALIFIEO PROOUCT POLICY 14.

22. CONTRACTOR MAY SUBMIT DESIGN ORAWINGS AN0 CALCULATIONS FOR MOOlFICATIONS TO THIS ITEM ON A PROJECT BY PROJECT BASIS. MOOIFICATIONS TO THESE ITEMS WILL NOT BE LISTED ON ANY QUALIFIEO PRODUCT LIST. SUBMIT ALL PROPOSALS FOR PROJECT SPECIFIC MODIFICATIONS TO THE RESIDENT ENGINEER FOR REVIEW BY THE ENGINEER OF RECORD.

23. JOINTS BETWEEN INSTALLEO PIECES AN0 PRECAST ITEMS TO BE PLACEO SHALL BE SEALED WITH All; GROUT L I F T OR AN APPROPRIATE PLASTIC PREFORMED GASKET (FROM QUALIFIEO PROOUCT L I S T 13. PRECAST INSTALLATION NOTES: 24. BE0 SHALL BE PREPARED AN0 COMPACTED FOR PRECAST DRAINAGE STRUCTURE AS REQUIREO BY SCDOT STANOARO SPECIFICATIONS FOR PRECAST ITEMS. ELEVATION OF BEDDING MATERIAL SHALL BE APPROPRIATE TO ACCOMMODATE ELEVATION OF ALL PIPES AND REQUIRED BOX TOP ELEVATION. SOUTH CAROLINA DEPARTMENT OF TRANSPORTATION

25. PLACE AND LEVEL PRECAST BOX. DESIGN STANDARDS OFFICE 26. PIPES SHALL BE INSTALLEO AND GROUTEO I N PLACE.

955 PARK STREET ROOM 405

27. PIPES AND BOX SHALL BE BACKFILLED AND COMPACTED AS REQUIRED-BY SCDOT STANDARO SPECIFICATIONS.

28. ANY LOCATION WHERE THE ABOVE REQUIREMENTS CANNOT BE MET SHALL BE COMPLETED USING CAST I N PLACE MATERIALS MEETING THE REQUIREMENTS OF THIS STANDARO DRAWING. ANY AOOITIONAL MATERIALS OR COSTS ASSOCIATED WITH THE USE OF PRECAST BE PAID FOR BY THE CONTRACTOR AN0 MAY NOT BE CHARGED TO SCDOT.

29. PRECAST CONCRETE CIRCULAR STRUCTURES (AS SHOWN ON 719-420-00) ARE REQUIREO FOR THE FOLLOWING APPLICATIONS UNLESS PROHIBITED BY THE PLANS OR SPECIAL PROVISIONS.

DESCR I PT ION ADA VEH I C L E ( a ) ON DRAINAGE STRUCTURES WITH A DEPTH EQUAL TO OR GREATER THAN 1 2 FEET.

CB TYPE 1 NO YES YES-CURB ONLY ( b ) ON DRAINAGE STRUCTURES WHERE THE FLOW L I N E ELEVATION OF THE INLET P I P E I S EQUAL TO OR HIGHER THAN THE INSIDE TOP (SOFFIT) OF THE OUTLET PIPE.

USE OUTSIDE OF DESIGNATED PEDESTRIAN PATHS ( c ) AS REQUIRED BY THE PROJECT PLANS. (OUTSIDE OF SIDEWALKS B. CROSSWALKS). 30. THE PAY ITEM SHALL BE:

CATCH BASIN TYPE 1 ----------- EA

SECT I ON SCALE^^": 1 '

FRAME DETAIL

DETA I L SCALE^,^: 1 ' GRATE

DETAIL 4

SCALE 1.5":l' ==-@

SECT I ON SCALE~Q": 1 '

REFERENCES NAT l ONAL DOCUMENTS --------------

SCDOT DOCUMENTS --------------

RELATED DRAWINGS 8 KEYWORDS --------------




CATCH B A S I N

SECT I ON SCALE^^": 1 '

SCALE 1.5":l ' v

D E T A I L SCALE 1.5":l '

REFERENCES NATIONAL DOCUKNTS AASHTO M235

SCDOT DOCUMENTS QUALIFIED PRODUCT LIST 14

RELATED DRAWINGS d KEYWORDS 719-310-001719-305-001 719-009-01 TO


MARCH 3, 2008 DATE



ROOM 405 COLUMBIA- SC 29201

STANDARD DRAWING CATCH B A S I N TYPE

9 & 9MH D E T A I L S

41-4" b

NO. 4 BARS THROAT LEG

CONTRACTOR MAY USE PRECAST OR BUILT I N PLACE CONSTRUCTION NOTED ABOVE OR COMBINE OPTIONS AS DESIRED.

SEE QUALIFIED PRODUCT L I S T 1 4 FOR MANUFACTURERS OF PRECAST ITEMS. W

3 a CB 9 BOTTOM SLAB (PC OR C I P 52"X52"X6"1 AND

@BRICK WALLS ( 8 " ) AND

5 @ CB 9 PC TOP SLAB WITH THROAT LEGS (52"X52"X10NI OR

2 @ CB 9 MH PC TOP SLAB WITH THROAT LEGS (52"X52"X101') CB TYPE 9 TOP SLAB STEEL

CB 9 BOTTOM SLAB (PC OR C I P 52"X52"X6") a AND

REINFORCING ?$ BRICK WALLS ( 8 " ) sz AND 5- @ BRICK THROAT ( 2 COARSE

55 AND a- ~ C B 9 PC TOP SLAB WITHOUT THROAT LEGS (52"X52"X5"I

2 OR @CB 9 MH PC TOP SLAB WITHOUT THROAT LEGS (52"X52"X5")

@PC DRAINAGE BOX CONFORMING TO 719-310-00 OR 719-305-00 $ (3 'X3 'X - - I (MAX 12 ' DEPTH)

AND - w @ CB 9 PC TOP SLAB WITH THROAT LEGS (52"X52"X lO" I

D E T A I L (7) SECTION @ PLAN VIEW SIDE VIEW

OR @ CB 9 MH PC TOP SLAB WITH THROAT LEGS (52"X52"X10") CB TYPE 9 CB TYPE 9

TOP SLAB STEEL TOP SLAB STEEL

REINFORCING REINFORCING

OMIT MH FOR CB 9 REBAR SCHEDULE SAME

AS CB 9 W/THROAT LEGS AND CB 9 MH W/THROAT LEGS.

PRECAST OPT10

F IELD CUTS EXPOSING REBAR SHALL BE COATED WITH AN EPOXY RESIN ADHESIVE CONFORMING TO AASHTO M 235 ALTERNATE

CB 9 MH TOP . - . . *. .. . . -- CB 9 BOT. a .A . PLACE PIPE FLUSH .- . . SLAB WITHOUT

SLAB ~~..;..i.:i.-:.-.~~:..;.b~i-:.-~.:i WITH INSIDE FACE THROAT LEGS PLACE

4 SPACES @ 1 2 " OPTIONAL TOP EL. 4 SPACES e 1 2 " t L ( ALLOWED ONLY (BRICK) " OF C I P BOTTOM D1v MIN. ALL SLAB IF PIPE IS (BOTH DIRECTIONS) ~ ~ f k " ~ " ~ ~ o ~ ~ RCP ON BR I CK BOXES )

UJ NO. 4 BARS NO. 4 BARS ip DIRECT IONS ,!::LALLED BEFORE RESIN ADHESIVE

41-4" 3,

FRONT ELEVATION CUT BARS

CATCH BASIN TYPE 9 S IDE ELEVATION FOR MH

W SEE DETAIL \ FOR SIMILAR

DIMENSIONS

PLAN VIEW CB TYPE 9 MH TOP SLAB STEEL REINFORCING

I PRECAST ITEMS I CB 9 BOTTOM SLAB (52"X52"X6" I CB 9 TOP SLAB WITH THROAT LEGS (52"X52"XlO" I CB 9 MH TOP SLAB WITH THROAT LEGS (52"X52"XlO"I

I ALTERNATE CB 9 TOP SLAB WITHOUT THROAT LEGS (52"X52"X5" I

SEE ALSO STD. DRAWING 71 9-310-00 d 719-305-00 1

TABLE 71 9-009A DIMENSION LABELIPRECAST OPTION~BUILT I N PLACE OPTION

A 6 " 8 " B 5 2 COURSE OF BRICK C 2 " 0

USE SHEETS 719-009-01 THROUGH 719-009-05 FOR THIS ITEM

FOR SIMILAR DIMENSIONS

CB TYPE 9 MH TOP SLAB STEEL REINFORCIYG

I 2'-2 2 ' -2"

1 I

DIMENSIONS

SIDE VIEW CB TYPE 9 MH TOP SLAB STEEL REINFORCING

I N PLACE CONSTRUCTION OF THE CATCH BASIN. EITHER BRICK S ONLY) OR C I P CLASS 3 0 0 0 CONCRETE MAY BE USED. FOR

PRECAST CONSTRUCTION. A MINIMUM OF CLASS 4000P CONCRETE SHALL BE USED.

2. CONCRETE WALLS ARE TO BE 6 " THICK WITH A MINIMUM REINFORCING STEEL AREA OF 0.20 SQUARE INCHES PER FOOT UNLESS NOTED. FOR BRICK* THE WALLS ARE TO BE 8" THICK. CONCRETE BRICK AND SIMILAR SOLID UNITS SHALL CONFORM TO THE REQUIREMENTS OF ASTM C 55. GRADE S-11. THE INTERIOR DIMENSIONS ARE TO REMAIN AS SHOWN FOR EITHER TYPE OF CONSTRUCTION.

3. THE BOTTOM SLAB OF THE BOX SHALL BE A MINIMUM OF 6 " THICK REINFORCED CONCRETE (CLASS 3 0 0 0 OR 4 0 0 0 P ) WITH A REINFORCING STEEL AREA OF 0.20 SQUARE INCHES PER FOOT. WIRE MESH MAY BE USED I N L I E U OF

SINGLE S I D E INLET MAY BE B U I L T NEAR STEEL BARS PROVIDED A MINIMUM OF 0 . 2 0 SQUARE INCHES PER FOOT I S MET-

S I D E (SHOWN) OR FAR SIDE (OPPOSITE), BOTH NEAR AND FAR SIDE INLETS MAY THIS SIDE MAY ALSO


BE B U I L T I F THREE PAVED INLETS ARE BE OPEN TO DRAINAGE REOU I RED I F REQUIRED 5. REINFORCING STEEL SHALL BE ASTM A-706. LOW-ALLOY STEEL DEFORMED

BARS FOR CONCRETE REINFORCEMENT. GRADE 60. WIRE MESH SHALL CONFORM TO AASHTO M 5 5 AND M 221.

6. SEE STANDARO DRAWING 719-550-00 FOR MEZAL STEPS* WHICH ARE REQUIRED WHEN STRUCTURE DEPTH EXCEEDS 4 ' -6 . 7. SEE'STANDARD DRAWINGS 719-420-00 AND 719-425-00 FOR DEPTHS GREATER THAN 1 2 . PRECAST CONCRETE CIRCULAR DRAINAGE STRUCTURES ARE REOUIRED WHEN THE DEPTH FROM THE TOP OF THE DRAINAGE BOX BOTTOM SLAB TO THE TOP OF THE GROUND EXCEEDS 12'-ON.

8. SEE STANDARD DRAWING 719-510-00 FOR DETAIL OF MANHOLE CASTING AND

9. LOCATION AND S I Z E OF PIPES ARE S I T E SPECIFIC. (SEE DRAINAGE PLANS). THE BOTTOM OF THE CATCH BASIN I S TO BE GROUTED TO THE LOWEST

I FLOW L I N E ELEVATION OF ALL PIPES. I F BOTTOM SLAB I S CAST I N PLACE WITH PIPES INSTALLED. BOTTOM SLAB THICKNESS MUST BE ACHIEVED BEYOND P I P E OUTSIDE DIAMETER.

ELEVATION A 10. THE CONTRACT U N I T PRICE FOR CATCH BASINS SHALL INCLUDE THE COST OF FURNISHING ALL MATERIALS. ( B U I L T I N PLACE OR PRECAST). AND WORK INCIDENTAL TO THE CONSTRUCTION OF THE STRUCTURE COMPLETE I N PLACE AS SHOWN I N ACCORDANCE WITH THE SCDOT STANDARO SPECIFICATIONS FOR HIGHWAY

ELEVATION B CONSTRUCTION (LATEST E D I T I O N ) .

11. WHEN CATCH BASIN I S USED I N CONJUNCTION WITH VALLEY GUTTER SECTION THE FACE OF THE BASIN SHALL BE A MINIMUM OF 3' FROM THE GUTTER AND THE SLOPE OF THE FLUME I N FRONT OF THE BASIN SHALL BE A MAXIMUM SLOPE OF 1 2 : l . THE COST OF THE SLOPING THE VALLEY I N FRONT OF THE BASIN SHALL BE INCLUDED I N THE PRICE B I D FOR UNCLASSIFIED EXCAVATION.

TOP OF ASPHALT "L I P N SHALL BE AT OR ABOVE 12. THE NUMBER OF BOX OPENINGS SHALL BE CONSTRUCTED. AS DIRECTED BY TOP SLAB SEE SECTION THE RESIDENT CONSTRUCTION ENGINEER. TO F I T F I E L D CONDITIONS.

13. SEE STANDARO DRAWING 719-305-00 OR 719-310-00 FOR MAXIMUM P I P E DIAMETERS. THE P I P E SIZES SHOWN ARE MAXIMUM FOR BRICK AND PRECAST BOXES WHEN P I P E ENTERS PERPENDICULAR AND AT THE CENTER OF THE BOX WALL. CONTRACTOR SHOULD CONFIRM THAT P I P E USED F I T S APPROPRIATELY INTO BOX.

14. CATCH BASIN TYPE 9 MAY BE INSTALLED I N A SIDE WALK TO DRAIN GRASS SIDE I F REOUIRED. PAVE SIOEWALK AROUND THREE SIDES OF CATCH BASIN LEVEL WITH TOP SLAB WALKING SURFACE.

PLAN VIEW TWO PAVED INLETS PRECAST NOTES:


PLAN VIEW ONE PAVED INLET

16. L I F T HOLES AND/OR DEVICES MAY BE PLACED AS NECESSARY. ALL L I F T HOLES SHALL BE GROUTED SHUT PRIOR TO COMPLETION OF THE INSTALLATION.

FORM ASPHALT "CURB" ALL L I F T I N G METHODS MUST MEET OSHA REGULATIONS. BY SLOPING BACK L I P VERTICAL AND FLUSH ELEVATION A=ELEVATION B 17. THE CONTRACTOR SHALL USE MANUFACTURERS LISTED ON QUALIFIED

PRODUCT L I S T 1 4 FOR PRECAST ITEMS ON T H I S DRAWING. FOLLOW QUALIFIED ASPHALT "L IP" PRODUCT POLICY 1 4 TO BE LISTED ON THE QUALIFIED PRODUCT L I S T .

18. CONTRACTOR MAY SUBMIT DESIGN DRAWINGS AND CALCULATIONS FOR MOOIFICATIONS TO T H I S ITEM ON A PROJECT BY PROJECT BASIS. MOOIFICATIONS TO THESE ITEMS WILL NOT BE LISTED ON ANY QUALIFIED PRODUCT L I S T . SUBMIT ALL PROPOSALS FOR PROJECT SPECIFIC MODIFICATIONS TO THE RESIDENT ENGINEER FOR REVIEW BY THE ENGINEER OF RECORD.

19. JOINTS BETWEEN INSTALLED PIECES AN0 PRECAST ITEMS TO BE PLACED SHALL BE SEALED WITH A '12" GROUT L I F T OR AN APPROPRIATE PLASTIC PREFORMED GASKET (FROM APPROVAL SHEET 1 3 . ) PRECAST INSTALLATION NOTES:

20. BED SHALL BE PREPARED AND COMPACTED FOR PRECAST DRAINAGE STRUCTURE AS REQUIRED BY SCDOT STANDARD SPECIFICATIONS FOR PRECAST ITEMS. ELEVATION OF BEDDING MATERIAL SHALL BE APPROPRIATE TO ACCOMMODATE ELEVATION OF ALL P I P E S AND REQUIRED BOX TOP ELEVATION-

21. PLACE AN0 LEVEL PRECAST BOX.

22. PIPES SHALL BE INSTALLED AND GROUTED I N PLACE.

23. PIPES AN0 BOX SHALL BE BACKFILLED AND COMPACTED AS REQUIREO BY SOUTH CAROLINA DEPARTMENT OF TRANSPORTATION

SCDOT STANDARD SPECIFICATIONS. DESIGN STANDARDS O F F I C E

24. BRICK AND MORTAR SHALL BE USED TO ADJUST ELEVATIONS OF THROAT 955 PARK STREET WALLS AS REQUIRED TO MEET ELEVATION AND CROSS SLOPES. ROOM 405

ISOMETRIC VIEW 25. ANY LOCATION WHERE THE ABOVE REQUIREMENTS CANNOT BE MET SHALL BE COMPLETED USING CAST I N PLACE MATERIALS MEETING THE REQUIREMENTS OF

CATCH BASIN TYPE 9 MH T H I S STANDARD DRAWING. ANY ADDITIONAL MATERIALS OR COSTS ASSOCIATED

WITH MULTIPLE OPENINGS WITH THE USE OF PRECAST SHALL BE P A I D FOR BY THE CONTRACTOR AND MAY NOT BE CHARGED TO SCDOT.

26.PRECAST CONCRETE CIRCULAR STRUCTURES ( A S SHOWN ON 719-420-00) OPT I ONAL ARE REQUIREO FOR THE FOLLOWING APPLICATIONS UNLESS PROHIBITED PAVED OR BY THE PLANS OR SPECIAL PROVISIONS.

( a ) ON DRAINAGE STRUCTURES WITH A DEPTH EQUAL TO OR GREATER THAN 1 2 FEET.

( b ) ON DRAINAGE STRUCTURES WHERE THE FLOW L I N E ELEVATION OF THE INLET P I P E I S EQUAL TO OR HIGHER THAN THE I N S I D E TOP ( S O F F I T ) OF THE OUTLET PIPE.

( c ) AS REOUIRED BY THE PROJECT PLANS.

VARIES 48: 1 10:l

C DESCRIPTION ADA MVEH ICLE PP -

CB TYPE 9 YES-IN YES-IN NO SIDEWALK SIDEWALK

USE WHERE PROTECTED FROM TRAFFIC.

I. FOLLOW MATERIAL AND DIMENSION REQUIREMENTS OF CATCH BASIN TYPE 9 (719-009-01 AND 719-009-02).

2. CATCH BASIN TYPE 9 DITCH INSTALLATION MAY BE USED I N L I E U OF OLD STYLE CATCH BASIN TYPE 1 4

CB 9 TOP SLAB MODIFIED.

W / THROAT LEGS

PLAN VIEW

AREA INSTALLATION

USE SHEETS 719-009-01 THROUGH 719-009-05 FOR T H I S ITEM

INLET TRENCH TOP OF TOP SLAB LEVEL WITH FLOW LINE ELEVATION

LOW P O I N T OR BOTTOM OF D I T C H

I I I

8 " UNIFORM HMA SURFACE COURSE I

OR CONCRETE FOR D I T C H PAVING I , 1 ' M I N , I

(EXTEND I F REQUIRED FOR PAVED 4 ' MAX D I T C H I NSTALLAT I ON 1 1------r- \ \ I I I I

\ - - - - - + - _ I I I

\ \ I I \ \ I I I I

/ / I I

' '\ /' I I 1 I - - - - L - b - L - J - - - - I

I I L - - - - - - - - - , - - - - - - - - J

DESCRIPTION ADA ! y p y $ p t VEHICLE CB TYPE 9 NO NO NO

USE WHERE PROTECTED FROM TRAFFIC.

2. FOR PRECAST CONSTRUCTION. A MINIMUM OF CLASS 4000P CONCRETE SHALL BE USED.

3. CATCH BASIN TYPE 9 INLET ADAPTORS ARE DESIGNED TO BE REVERSIBLE AND CAN BE ROTATED UP TO 1 8 0 DEGREES TO SATISFY F IELD CONDITIONS. ENGINEER SHALL NOTE BOX POSITION ON FINAL PLANS WHEN DIFFERENT FROM STANDARD.

4. ALL CATCH BASIN TYPE 9 INLET ADAPTOR SLABS ARE TO BE A MINIMUM OF 8 INCHES THICK WITH THE REINFORCING STEEL PLACED RELATIVE TO THE

CB TYPE 9 MH CATCH BASIN OPENING.

5. REINFORCING STEEL SHALL BE ASTM A-706, LOW-ALLOY STEEL DEFORMED BARS FOR CONCRETE REINFORCEMENT. GRADE 60.

INLET ADAPTOR 6. USE OF INLET ADAPTOR SLABS ON EXISTING BOXES MUST BE APPROVED BY THE RESIDENT CONSTRUCTION ENGINEER BEFORE INSTALLATION.

7. FOR USE ON NEW B U I L T I N PLACE BRICK BOXES THE MAXIMUM OUTSIDE DIMENSIONS OF THE BOX SHALL NOT EXCEED THE OUTSIDE DIMENSIONS OF THE ADAPTOR SLAB.

8. THE ADAPTER SLAB AS SHOWN I S DESIGNED FOR HS 2 5 L I V E LOAD- PLACE MASONITE SHIMS AND GROU 9. CHAIRS ARE TO BE USED TO POSITION THE STEEL MATS I N THE ADAPTOR AS REQUIRED TO SLAB

ACH I EVE PROPER PRECAST DRAINAGE 10. RISERS MUST BE PLACED BETWEEN BOX AN0 INLET ADAPTOR. THROAT ELEVATION BOX ( SEE 71 9-31 0-00 LEGS SHALL BE L IMITED TO A MAXIMUM HEIGHT OF 5 " OR 2 COURSES OF BRICK

UNLESS APPROVED BY THE ENGINEER.

11. SEE DRAWINGS I N SECTION 719-009-01 AND 719-009-02 OF THE STANDARD DRAWINGS FOR DETAILS ON TYPE 9 CATCH BASINS.

12. SEE SCDOT STANDARD DRAWINGS 719-310-00 AND 719-305-00 FOR APPROPRIATE BOX S I Z E BASED ON PIPE DIAMETERS REQUIRED.

13. SUPPLY PRECAST CONCRETE COMPONENTS FOR DRAINAGE ITEMS AT EACH LOCATION FROM A SINGLE SOURCE PRECAST MANUFACTURER THAT HAS BEEN INSPECTED AND APPROVED BY THE MATERIALS AND RESEARCH ENGINEER. SUPPLY ALL INTERCHANGEABLE PRECAST PARTS ON ENTIRE PROJECT FROM A SINGLE SOURCE MANUFACTURER LISTED ON QUALIFIED PRODUCT L I S T 1 4 UNLESS APPROVED BY RCE. ITEMS FROM MULTIPLE MANUFACTURERS SHOULD NOT BE INSTALLED I N INDIVIDUAL LD'CATIONS.

14. THE USE OF PRECAST UNITS WILL NOT RELIEVE THE CONTRACTOR OF THE RESPONSIBILITY OF OBTAINING SATISFACTORY INSTALLATIONS. SEE STANDARD DRAWINGS FOR PRECAST CONCRETE DRAINAGE BOX OR STRUCTURE FOR

CB TYPE 9 INLET ADDITIONAL DETAILS AND SPECIFICATIONS.

ADAPTOR INSTALLED 15. L I F T HOLES AND/OR DEVICES MAY BE PLACED AS NECESSARY. ALL L I F T HOLES SHALL BE GROUTED SHUT PRIOR TO COMPLETION OF THE INSTALLATION. ALL L IFTING METHODS MUST MEET OSHA REGULATIONS.

16. MANUFACTURERS SHALL FOLLOW QUALIFIED PRODUCT POLICY 14 BEFORE SUPPLYING THIS ITEM ON SCDOT PROJECTS.

17. CONTRACTOR MAY SUBMIT DESIGN DRAWINGS AND CALCULATIONS FOR MODIFICATIONS TO THIS ITEM ON A PROJECT BY PROJECT BASIS. MODIFICATIONS TO THESE ITEMS WILL NOT BE LISTED ON ANY QUALIFIED PRODUCT LIST. SUBMIT ALL PROPOSALS FOR PROJECT SPECIFIC

FRONT I N S I D E EDGE OF BOX MODIFICATIONS TO THE RESIDENT ENGINEER FOR REVIEW BY THE ENGINEER OF

STANDARD INSTALLATION - RECORD.

(SEE NOTE 3 18. JOINTS BETWEEN INSTALLED PIECES AND PRECAST ITEMS TO BE PLACED SHALL BE SEALED WITH A /{ GROUT L I F T OR AN APPROPRIATE PLASTIC PREFORMED GASKET (FROM QUALIFIED PRODUCT L I S T 13 . )

19. THE CONTRACT UNIT PRICE FOR CATCH BASINS WITH STANDARD BOX SHALL INCLUDE THE COST OF FURNISHING ALL MATERIALS AND WORK INCIDENTAL TO

------------ THE CONSTRUCTION OF THE STRUCTURE COMPLETE I N PLACE AS SHOWN. INCLUDING THE INLET ADAPTOR. INLET SYSTEM. AND SPECIFIED DRAINAGE BOX I N ACCORDANCE WITH THE SCDOT STANDARD SPECIFICATIONS FOR HIGHWAY CONSTRUCTION (LATEST EDITION) AND THIS STANDARD DRAWING.

20. PRECAST CONCRETE CIRCULAR STRUCTURE (AS SHOWN ON 719-420-00) ARE REQUIRED FOR THE FOLLOWING APPLICATIONS UNLESS PROHIBITED BY THE PLANS OR SPECIAL PROVISIONS.

( a ) ON DRAINAGE STRUCTURES WITH A DEPTH EQUAL TO OR GREATER THAN 12 FEET.

( b ) ON DRAINAGE STRUCTURES WHERE THE FLOW L I N E ELEVATION OF THE INLET PIPE I S EQUAL TO OR HIGHER THAN THE INSIDE TOP (SOFFIT) OF THE OUTLET PIPE.


21. THE PAY ITEM SHALL BE: CATCH BASIN TYPE 9 WITH 3'X4' STANDARD BOX----------------EA. CATCH BASIN TYPE 9 WITH 3'X5' STANDARD BOX----------------€A. CATCH BASIN TYPE 9 WITH 3 'X6 ' STANDARD BOX----------------EA. CATCH BASIN TYPE 9 WITH MODIFIED BOX----------------------€A.

3'x4' BOX (64 "x52 "~8~ ' )

SOUTH CAROLINA DEPARTMENT QF TRANSPORTATION

PRECAST ITEMS DESIGN STANDARDS OFFICE

TYPE 9 INLET ADAPTOR FOR 3 ' X 4 ' BOX ( 5 2 " x 6 4 " ~ 8 " ) PAVE SLOPES AROUND I N L E T ADAPTOR SLABS I F S IDES 00 TYPE 9 INLET ADAPTOR FOR 3 ' X 5 ' BOX ( 5 2 " ~ 7 6 " ~ 8 " ) OR @ ARE OPEN FOR DRAINAGE. TYPE 9 INLET ADAPTOR FOR 3 ' x 6 ' BOX ( 5 2 " ~ 8 8 " x 8 " 1

SEE ALSO 71 9-009-01 9 71 9-009-02 9 71 9-31 0-00, & 71 9-305-00 ADAPTOR

USE SHEETS 719-009-01 THROUGH 719-009-05 FOR T H I S I T E M

ADAPTER FOR 3IX5' BOX ( 76"$52"X8" 1

A =3

TABLE 71 9-0098

51-0" 31-4"


SCOOT DOCUMENTS

RELATED DRAWINGS d KEYWORDS 71 9-009-01 TO 71 9-009-05


I L - - - I - - - - T - - - - -

I d

I EXISTING PAVEMENT APRON FROM CATCH BASIN TYPE 1 4

HOT MIX ASPHALT SURFACE COURSE ( 4 " UNIFORM) OR CONCRETE FOR STRUCTURES (CLASS 2500 1 ( 4 " UNIFORM).

USE CB TYPE 9 DITCH INSTALLATION DRAWING 719-009-03 FOR PAVED AREA

RETROF I T PARAMETERS.

CB14 WITH CB 9

TOP OF TOP SLAB LEVEL WITH FLOW INLET TRENCH L INE ELEVATION

T Y P E 9 S L A B W/ THROAT L E G S

HMA SURFACE COURSE OR

CONCRETE FOR DITCH PAVING

OLD TYPE 1 4

USE SHEETS 719-009-01 THROUGH 719-009-05 FOR THIS ITEM

A NOTES :

1. USE RETROFIT INSTALLATION FOR CATCH BASIN TYPE 14 ONLY.

2. REPAIR ALL DAMAGE TO EXISTING APRON AND SEAL ALL GAPS BETWEEN APRON AND INLET TRENCH WITH HMA SURFACE COURSE. w

M

- - - - - - - - - - - - -

INLET TRENCH

31-4" 4

I - FLOW I I

41-0" w

7

*

I I I I I I I I I I I I

...- 1 -------- L - .

r - - - - - - - - - - - - 1 I I I I I

SEE SHEET 719-015-02 FOR NOTES AND FRAME AND GRATE DETAILS.

BRICKa WALL

BARRIER WITH ADDITIONAL BARS

-------------- PC TYPE 15 COLLAR @

ACE P IPE FLUSH WITH INSIDE CE OF BOX. COAT ALL EXPOSED BAR I N F IELD CUTS OF RCP TH AN EPOXY RESIN ADHESIVE NFORMING TO AASHTO M 235.

FRONT ELEVATION DOUBLE BOX CONSTRUCTION NGLE BOTTOM SLAB

FOR DOUBLE. 1

MAX CB TYPE 1 5 INGLE OR DOUBLE BOX

MAX PC DRAINAGE BOX BOTTOM SLAB BECOMES R EXISTING BRICK OR C I P

ONCRETE CONSTRUCTION

--- CONTRACTOR SHALL

C I P OR PC SINGL BOTTOM SLAB SINGLE BOX

SUBMIT DESIGN AND DRAWINGS FOR PC FLAT

CONSTRUCTION DOUBLE BOX 1 3 ' PC CIRCULAR DRAINAGE STRUCTURE SLAB ADAPTER ( I F

EDGE OF EXISTING ON (SEE NOTE 8 PRESENT 1.

OVERSIZED BOX I F STRUCTURE PRESENT

I F EXISTING STRUCTURE I S I N PLACE: SOUTH CAROLINA DEPARTMENT OF TRANSPORTATION COLLAR

REMOVE EXISTING CONCRETE COLLAR ( A L L DESIGN STANDARDS OFFICE 25' TOTAL STRUCTURE DEPTH

S IDES) AND REMOVE EXISTING GRATE OR TOP. PECIAL DESIGN REQUIRED

REMOVE PORTIONS OF EXISTING STRUCTURE ONLY I F REQUIRED TO PROVIDE 2 CLEARANCE.

FLAT SLAB ADAPTER MAY BE REQUIRED OVER THE EXISTING INLET I F THE EXISTING BOX I S LARGER THAN THE PROPOSED INLET. COST OF THIS ADAPTER TO BE INCLUDED I N -N0.4 BARS THE OVERALL PRICE B I D FOR THIS INLET.

FRAME -m

3.8N D I A .

SEE NOTE

L7/16" DIA. HOLE

FRAME PLACEMENT - DIAMETER HOLE

FOR L O C K I N G B O L T

ANCHOR - MIN. A 3 6

REFERENCES 3 ' -1 01/( NATIONAL DOCUMENTS

I. I. ASTM C551 ASTM A7061 ASTM A361 AASHTO M551 AASHTO M2211 AASHTO MI051

1 ' - 1 1 " AASHTO M306v AASHTO M1 11

1

00 00 SCOOT DOCUMENTS

on OD QUAL I F IEO PRODUCT L IST 451 QUALIFIED PRODUCT L IST 141 QUALIFIED PRODUCT L IST 13, QUALIFIED PRODUCT POLICY 14

RELATED DRAWINGS b KEYWORDS 719-015-01 1 719550-00v 71 9-42040, 71 9-425-001 71 9-1 15-00


SEE NOTE 15

NON ADA DESCRIPTION ADA BICYCLE VEHICLE TYPE CB 15 NO NO YES

USE ONLY I N PEDESTRIAN PROHIBITED AREAS (INTERSTATES. ETC. 1

NOTES:

1. THE INTENDED USE OF THE CATCH BASIN TYPE 1 5 DOUBLE OR SINGLE BOX I S FOR OUTSIDE OF THE TRAVELWAY ON FREEWAYS ONLY.

2. FOR BUILT I N PLACE CONSTRUCTION OF THE CATCH BASIN. BRICK MASONRY (WALLS ONLY) OR CIP CLASS 3000 CONCRETE MAY BE USED. FOR PRECAST CONSTRUCTION. A MINIMUM OF CLASS 4000P CONCRETE SHALL BE USED.

3. BRICK WALLS ARE TO BE 8 " THICK. CONCRETE BRICK AND SIMILAR SOLID UNITS SHALL CONFORM TO THE REQUIREMENTS OF ASTM C 55. GRADE S-11. THE INTERIOR OIMENSIONS ARE TO REMAIN AS SHOWN FOR EITHER TYPE OF CONSTRUCTION.

4. THE BOTTOM SLAB OF THE BOX SHALL BE A MINIMUM OF 6 " THICK REINFORCED CONCRETE (CLASS 3000 OR 4000P) WITH A REINFORCING STEEL AREA OF 0.20 SQUARE INCHES PER FOOT. WIRE MESH MAY BE USEO I N L I E U OF STEEL BARS PROVIDED A MINIMUM OF 0.20 SQUARE INCHES PER FOOT I S MET.


6. REINFORCING STEEL SHALL BE ASTM A-706, LOW-ALLOY STEEL DEFORMED BARS FOR CONCRETE REINFORCEMENT* GRADE 60. WIRE MESH SHALL CONFORM TO AASHTO M 55 AN0 M 221.

7. SEE STANOARD DRAWING 719-550-00 FOR STEPS. WHICH ARE REQUIREO WHEN STRUCTURE OEPTH EXCEEOS 4 ' -6".

8. SEE STANDARO ORAWINGS 719-420-00 AN0 719-425-00 FOR DEPTHS GREATER THAN 12'. PRECAST CONCRETE CIRCULAR DRAINAGE STRUCTURES ARE REQUIREO WHEN THE OEPTH FROM THE TOP OF THE DRAINAGE BOX BOTTOM SLAB TO THE TOP OF THE GROUND EXCEEOS 12'-0".

9. LOCATION AND SIZE OF PIPES ARE SITE SPECIFIC (SEE ORAINAGE PLANS). THE BOTTOM OF THE CATCH BASIN I S TO BE GROUTED TO THE LOWEST FLOW LINE ELEVATION OF ALL PIPES- I F BOTTOM SLAB I S CAST I N PLACE WITH PIPES INSTALLED. BOTTOM SLAB THICKNESS MUST BE ACHIEVED BEYOND PIPE OUTSIDE DIAMETER.

10. THE CROSS-SLOPE OF THE CATCH BASIN SHOULD BE THE SAME AS THAT OF THE PAVED SHOULOER. THE CROSS-SLOPE OF THE PAVED SHOULOER I S TYPICALLY 24: l .

11. THE BEARING SURFACES OF THE FRAMS AN0 GRATE SHALL BE SMOOTH AN0 I N FULL CONTACT WITH EACH OTHER AS SHOWN I N "DETAIL 5 . 12. CASTING SHALL CONFORM TO AASHTO M 105. CLASS 350 AN0 THE LOAD TEST OF AASHTO M 306 (40.000 LBS.) LATEST EDITION.

13. STEEL GRATES AN0 FRAME MAY BE USED I N L I E U OF CAST IRON AS LONG AS THE LOAOING AND HYDRAULIC REQUIREMENTS ARE MET. AN0 ARE ON THE DEPARTMENT'S L I S T OF APPROVED SUPPLIERS (QUALIFIED PROOUCT L I S T 45) . STEEL GRATES SHALL BE HOT D I P GALVANIZED I N ACCORDANCE WITH AASHTO M 111. STEEL GRATES AN0 FRAMES SHALL BE DIMENSIONED TO BE INTERCHANGEABLE WITH EACH PIECE OF THE CAST IRON GRATE AN0 FRAME SHOWN. STEEL GRATES MUST HAVE A POSITIVE MEANS TO BE RETAINED I N THE FRAME. STRENGTH REQUIREMENTS OF STEEL GRATES AN0 FRAMES MUST MEET THE LOAOING REQUIREMENTS OF AASHTO M 306.(LATEST EDITION).

14. CONCRETE ANCHORS SHALL BE A MINIMUM OF ASTM A36.

1 5 - FRAME AN0 GRATE MAY ALSO BE USEO I N DROP INLET TYPE 115 INSTALLATIONS. SEE DRAWING 719-115-00. USE GALVANIZE03/en DIAMETER A325 BOLT TO CONNECT GRATES WHEN INSTALLING I N DROP INLET TYPE 115 APPLICATIONS. USE BEVELEVEO WASHERS AND LOCK NUTS.

16. REINFORCING STEEL FOR MEOIAN BARRIER SHALL BE EXTENDED 3'-6" MINIMUM INTO NORMAL SECT1 ON.

17. FOR OIMENSIONS OF MEDIAN BARRIER NOT SHOWN. SEE CONCRETE MEDIAN BARRIER DETAILS.

PRECAST NOTES:

18. THE USE OF PRECAST UNITS WILL NOT RELIEVE THE CONTRACTOR OF THE RESPONSIBILITY OF OBTAINING SATISFACTORY INSTALLATIONS. SEE STANDARO ORAWINGS FOR PRECAST CONCRETE ORAINAGE BOX OR STRUCTURE FOR ADDITIONAL DETAILS AN0 SPECIFICATIONS.

19. L I F T HOLES AND/OR DEVICES MAY BE PLACED AS NECESSARY. ALL L I F T HOLES SHALL BE GROUTEO SHUT PRIOR TO COMPLETION OF THE INSTALLATION. ALL L IFTING METHODS MUST MEET OSHA REGULATIONS.

20. THE CONTRACTOR SHALL USE A SINGLE SOURCE MANUFACTURER CHOSEN FROM QUAL.IFIEO PROOUCT L I S T 1 4 FOR PRECAST ITEMS ON THIS DRAWING.

21. PRECAST MANUFACTURER SHALL FOLLOW QUALIFIED PROOUCT POLICY 1 4 BEFORE SUPPLYING THIS ITEM ON SCDOT PROJECTS.

22. CONTRACTOR MAY SUBMIT DESIGN ORAWINGS AND CALCULATIONS FOR MODIFICATIONS TO THESE ITEMS WILL NOT BE LISTED ON ANY QUALIFIEO PRODUCT LIST. SUBMIT ALL PROPOSALS FOR PROJECT SPECIFIC MODIFICATIONS TO THE RESIDENT ENGINEER FOR REVIEW BY THE ENGINEER OF RECORD.

23. JOINTS BETWEEN INSTALLEO PIECES AN0 PRECAST ITEMS TO BE PLACED SHALL BE SEALED WITH A'/$ GROUT L I F T OR AN APPROPRIATE PLASTIC PREFORMED GASKET (FROM QUALIFIEO PRODUCT L I S T 13.

PRECAST INSTALLATION NOTES:

24. BE0 SHALL BE PREPARED AN0 COMPACTEO FOR PRECAST ORAINAGE STRUCTURE AS REQUIREO BY SCDOT STANOARD SPECIFICATIONS FOR PRECAST ITEMS. ELEVATION OF BEDDING MATERIAL SHALL BE APPROPRIATE TO ACCOMMODATE ELEVATION OF ALL PIPES AND REQUIRED COLLAR ELEVATION.

25. PLACE AND LEVEL PRECAST SLAB.

2 6 - PIPES SHALL BE INSTALLEO AND GROUTEO I N PLACE.

27. PIPES AND BOX SHALL BE BACKFILLED AN0 COMPACTEO AS RE,QUIRED BY SCOOT STANDARO SPECIFICATIONS.

28. ANY LOCATION WHERE THE ABOVE REQUIREMENTS CANNOT BE MET SHALL BE COMPLETED USING CAST I N PLACE MATERIALS MEETING THE REQUIREMENTS OF THIS STANDARO DRAWING. ANY ADDITIONAL MATERIALS OR COSTS ASSOCIATED WITH THE USE OF PRECAST SHALL BE PAID FOR BY THE CONTRACTOR AN0 MAY NOT BE CHARGED TO SCDOT.

29. THE CONTRACT UNIT PRICE FOR CATCH BASINS SHALL INCLUDE THE COST OF FURNISHING ALL MATERIALS (BUILT I N PLACE OR PRECAST) AN0 WORK INCIDENTAL TO THE CONSTRUCTION OF THE STRUCTURE COMPLETE I N PLACE AS SHOWN I N ACCORDANCE WITH THE SCOOT STANDARD SPECIFICATIONS FOR HIGHWAY CONSTRUCTION (LATEST EDITION).

30. PRECAST CONCRETE CIRCULAR STRUCTURE (AS SHOWN ON 719-420-00) ARE REQUIREO FOR THE FOLLOWING APPLICATIONS UNLESS PROHIBITED BY THE PLANS OR SPECIAL PROVISIONS.

( a ) ON ORAINAGE STRUCTURES WITH A OEPTH EQUAL TO OR GREATER THAN 1 2 FEET.

( b ) ON ORAINAGE STRUCTURES WHERE THE FLOW L I N E ELEVATION OF THE INLET PIPE I S EQUAL TO OR HIGHER THAN THE INSIDE TOP (SOFFIT) OF THE OUTLET PIPE.

(cl AS REQUIRED BY THE PROJECT PLANS.

31. THE PAY ITEMS SHALL BE: CATCH BASIN TYPE 15 (SINGLEI--------EA CATCH BASIN TYPE 1 5 (DOUBLE)--------EA

SIDEWALK -

TABLE 71 9-01 6A DIMENSION B U I L T I N PLACE PRECAST LABEL I CONSTRUCTION I CONSTRUCTION I

SEE SHEET 719-016-02 FOR DETAILS AND NOTES

DESCRIPTION ADA ~ ~ ~ y ~ ~ : VEHICLE

CB TYPE 1 6 YES YES YES-GUTTER L I N E USE WITH SIDEWALK/CURB 8, GUTTER

RICK WALLS ( 8 " ) (MAXIMUM 12' DEPTH)

PC DRAINAGE BOX CONFORMING TO 719-305-00 OR 719-310-00 (4 'X4'X-- (MAX 1 2 '

REINFORCING FOR DETAILE INFORMATION

1 2 SQ. IN. OPENING FOR EMP. DRAINAGE TO BE EALED AN0 BACKFILLED

( OPTIONAL TOP EL. RIOR TO PLACING SURFACING OF C I P BOTTOM SLAB


DESIGN STANDARDS OFFICE PLACE PIPE FLUSH WITH INSIDE FACE OF BOX.

955 PARK STREET COAT ALL EXPOSED REBAR I N F IELD CUTS OF RCP WITH AN EPOXY RESIN 11/< MINIMUM COVER ADHESIVE CONFORMING ALL DIRECTIONS TO AASHTO M 235.

CATCH BASIN TYPE 17 SIDE ELEV.

GENERAL NOTES:

1. FOR BUILT I N PLACE CONSTRUCTION OF THE CATCH BASIN. EITHER BRICK MASONRY (WALLS ONLY) OR C I P CLASS 3 0 0 0 CONCRETE MAY BE USED. FOR PRECAST CONSTRUCTION. A MINIMUM OF CLASS 4000P CONCRETE SHALL BE USED.

2. CONCRETE WALLS ARE TO BE 6 " THICK WITH A MINIMUM REINFORCING STEEL AREA OF 0 .20 SQUARE INCHES PER FOOT UNLESS NOTED. FOR BRICK. THE WALLS ARE TO BE 8 " THICK. CONCRETE BRICK AND SIMILAR SOLID UNITS SHALL CONFORM TO THE REQUIREMENTS OF ASTM C 55. GRADE S-11. THE INTERIOR DIMENSIONS ARE TO REMAIN AS SHOWN FOR EITHER TYPE OF CONSTRUCTION.

3. THE BOTTOM SLAB OF THE BOX SHALL BE A MINIMUM OF 6 " THICK REINFORCED CONCRETE (CLASS 3000 OR 4000P1 WITH A REINFORCING STEEL AREA OF 0.20 SQUARE INCHES PER FOOT. WIRE MESH MAY BE USED I N L I E U OF STEEL BARS PROVIDED A MINIMUM OF 0 .20 SQUARE INCHES PER FOOT I S MET.


5. REINFORCING STEEL SHALL BE ASTM A-706. LOW-ALLOY STEEL DEFORMED BARS FOR CONCRETE REINFORCEMENT* GRADE 60. WIRE MESH SHALL CONFORM TO AASHTO M 5 5 AND M 221.

6. S5E STANDARD DRAWING 719-550-00 FOR STEPS* WHICH ARE REQUIRED WHEN STRUCTURE DEPTH EXCEEDS 4'-6 . 7. SEE STANDARD DRAWINGS 719-420-00 AND 719-425-00 FOR DEPTHS GREATER THAN 1 2 ' . PRECAST CONCRETE CIRCULAR DRAINAGE STRUCTURES ARE REQUIRED WHEN THE DEPTH FROM THE TOP OF THE DRAINAGE BOX BOTTOM SLAB TO THE TOP OF THE GROUND EXCEEDS 12'-0".

8. SEE STANDARD DRAWING 719-510-00 FOR DETAIL OF MANHOLE CASTING AND COVER. MANHOLE SHALL BE LINED UP WITH THE INTERIOR OF THE BOX AS SHOWN.

9. LOCATION AND S IZE OF PIPES ARE S I T E SPECIFIC. (SEE DRAINAGE PLANS). THE BOTTOM OF THE CATCH BASIN I S TO BE GROUTED TO THE LOWEST FLOW L I N E ELEVATION OF ALL PIPES. I F BOTTOM SLAB I S CAST I N PLACE WITH PIPES INSTALLED* BOTTOM SLAB THICKNESS MUST BE ACHIEVED BEYOND P IPE OUTSIDE DIAMETER .

NO. 5 BARS 10. THE CONTRACT UNIT PRICE FOR CATCH BASINS SHALL INCLUDE THE COST OF FURNISHING ALL

BOTTOM MAT MATERIALS. (BUILT I N PLACE OR PRECAST). AND WORK INCIDENTAL TO THE CONSTRUCTION OF THE STRUCTURE COMPLETE I N PLACE AS SHOWN. INCLUDING THE CURB AND GUTTER. I N ACCORDANCE WITH THE SCDOT STANDARD SPECIFICATIONS FOR HIGHWAY CONSTRUCTION (LATEST EDITION).

11. SPECIAL ATTENTION SHOULD BE GIVEN TO THE COMPACTION OF THE SOIL UNDER THE 6 " OR 6'/; COVER OVERHANG ON THE BACK OF THE CATCH BASIN. AND UNDER ANY OPTIONAL PRECAST ITEMS USED.

1 2 - THE SLOPE ON TOP OF CATCH BASIN I S TO MATCH ADJACENT SIDEWALK OR 50 : l TOWARD ROADWAY WHERE NO SIDEWALK I S PRESENT.

13. WHEN I T I S NECESSARY TO PLACE A CATCH BASIN I N A RADIUSs THE FACE OF THE CATCH BASIN TOP SHALL CONFORM TO THE HORIZONTAL CURVATURE OF THE ADJACENT CURB WHEN THE RADIUS I S 1 0 0 FEET OR LESS. OTHERWISE. THE TOP SHALL BE RECTANGULAR WITH SQUARE CORNERS. I N ALL CASES. THE BACK OF THE CATCH BASIN TOP SHOULD FOLLOW THE SAME ALIGNMENT A I T S FACE.

14. SEE STANDARD DRAWING 719-310-00 OR 719-305-00 FOR MAXIMUM PIPE DIAMETERS. THE P IPE SIZES SHOWN ARE MAXIMUM FOR BRICK AND PRECAST BOXES WHEN P IPE ENTERS PERPENDICULAR AND AT THE CENTER OF THE BOX WALL. CONTRACTOR SHOULD CONFIRM THAT P IPE USED F I T S APPROPRIATELY INTO BOX-

PRECAST NOTES:

15. SUPPLY PRECAST CONCRETE COMPONENTS FOR DRAINAGE ITEMS AT EACH LOCATION FROM A SINGLE SOURCE PRECAST MANUFACTURER THAT HAS BEEN INSPECTED AND APPROVED BY THE MATERIALS AND RESEARCH ENGINEER. SUPPLY ALL INTERCHANGEABLE PRECAST PARTS ON ENTIRE PROJECT FROM A SINGLE SOURCE MANUFACTURER LISTED ON QUALIFIED PRODUCT L I S T 14 UNLESS APPROVED BY RCE. ITEMS FROM MULTIPLE MANUFACTURERS SHOULD NOT BE INSTALLED I N INDIVIDUAL LOCATIONS.


17. L I F T HOLES AND/OR DEVICES MAY BE PLACED AS NECESSARY. ALL L I F T HOLES SHALL BE GROUTED SHUT PRIOR TO COMPLETION OF THE INSTALLATION. ALL L IFT ING METHODS MUST MEET OSHA REGULATIONS.

ALLOWABLE J 0 I NT 18. PRECAST TOP SLAB TO BE MANUFACTURED WITH 1 " CHAMFER OR RADIUS ON TOP OF FRONT END I N ORDER 51,; I N T O THROAT WALLS AND ADD

ONE #4 HORIZONTAL BAR TO MORE CLOSELY MATCH TOP OF CURB RADIUS.

BACK THROAT WALL AROUND THREE WALLS 19. I F PRECAST THROAT I S USED. THE THROAT OPENING SHALL NOT OBSTRUCT THE MANHOLE OPENING.

20. THE CONTRACTOR SHALL USE A SINGLE SOURCE MANUFACTURER CHOSEN FROM THE L I S T ON QUALIFIED

W/ THROAT WALLS PRODUCT L I S T 14 FOR PRECAST ITEMS ON THIS DRAWING.

21. PRECAST MANUFACTURER SHALL FOLLOW QUALIFIED PRODUCT POLICY 14 BEFORE SUPPLYING THIS ITEM ON SCDOT PROJECTS.

22. CONTRACTOR MAY SUBMIT DESIGN DRAWINGS AND CALCULATIONS FOR MODIFICATIONS TO THIS ITEM ON A PROJECT BY PROJECT BASIS. MODIFICATIONS TO THESE ITEMS WILL NOT BE LISTED ON ANY QUALIFIED PRODUCT L IST . SUBMIT ALL PROPOSALS FOR PROJECT SPECIFIC MODIFICATIONS TO THE RESIDENT ENGINEER FOR REVIEW BY THE ENGINEER OF RECORD.

23. JOINTS BETWEEN INSTALLED PIECES AND PRECAST ITEMS TO BE PLACED SHALL BE SEALED WITH A GROUT L I F T OR AN APPROPRIATE PLASTIC PREFORMED GASKET (FROM QUALIFIED PRODUCT L I S T 1 4 . )

24. TOP SLAB MUST BE I N L I N E WITH BOTH THE ROAD SLOPE (SHOW ON ROAD PLANSIAND THE SIDEWALK SLOPE( TYPICALLY 50: 1 1.

25. PRECAST CONCRETE CIRCULAR STRUCTURES (AS SHOWN ON 719-420-00) ARE REQUIRED FOR THE FOLLOWING APPLICATIONS UNLESS PROHIBITED BY THE PLANS OR SPECIAL PROVISIONS.

( a ) ON DRAINAGE STRUCTURES WITH A DEPTH EQUAL TO OR GREATER THAN'12 FEET.

( b l ON DRAINAGE STRUCTURES WHERE THE FLOW L I N E ELEVATION OF THE INLET P IPE IS,EQUAL TO.OR HIGHER THAN THE INSIDE TOP (SOFFIT ) OF THE OUTLET PIPE. SOUTH CAROLINA DEPARTMENT OF TRANSPORTATION

LLOWABLE ( c ) AS REQUIRED BY THE PROJECT PLANS. ONSTR. J O I N T

I-SLAB KEY

TOP

\WALL ( BRICK OR CONCRETE l

USE SHEETS 719-016-01 THROUGH 719-016-02 FOR T H I S ITEM.

TABLE 71 9-01 6B STANDARD PC ITEMS CB 1 6

CB 1 6 BOTTOM SLAB ( 6 4 " X 6 4 " X 6 " )

CB 1 6 TOP SLAB ( 6 6 " X 6 4 " X 8 " )

1 CB 1 6 TOP SLAB WITH THROAT WALLS ( 6 6 " X 6 4 " X 1 4 " l I SEE ALSO 719-305-00 AND 7 1 9-31 0 -00

DESCRIPTION ADA ~~~y~~~ VEHICLE

CB TYPE 1 7 YES YES YES-GUTTER L I N E

USE WITH SIDEWALK/CURB B GUTTER

COMPONENTS AS APPROVED BY THE RESIDENT.

BRICK WALLS ( 8 " ) (MAX 1 2 ' DEPTH)

_ - + - - -

I O N ( I N L E T )

SEE TOP SLAB STEEL REINFORCING FOR DETAILED INFORMATION INFORMATION FOR COVER FOR COVER

---I-_ ___-I---

B U I L T I N PLACE (BRICK OPTION)

PRECAST ( OPT1 ON B U I L T I N PL (BRICK OPT10

B U I L T I N PLACE (BRICK OPTION)

1 2 SQ.IN. M

SEALED AND BACK F I L L E D PRIOR TO PLACING SURFACING

B U I L T I N PLACE

PE FLUSH WIT (BRICK OPTION)

ACE OF BOX. COAT ALL EXPOSED REBAR I N F I E L D CUTS OF RCP WITH AN EPOXY RESIN ADHESIVE CONFORMING TO AASHTO M 235.

NOTES:

VAR. (9' -4' MIN.) VAR. (9' -4' MIN.) REFERENCES

> 1. FOR BUILT I N PLACE CONSTRUCTION OF THE CATCH BASIN, EITHER BRICK MASONRY (WALLS ONLY) OR C I P CLASS 3 0 0 0 CONCRETE MAY BE USED. FOR PRECAST CONSTRUCTION. A MINIMUM OF CLASS NATIONAL DOCUMENTS

400DP CONCRETE SHALL BE USED. ASTM C55, ASTM A7061 AASHTO M551 2. CONCRETE WALLS ARE TO BE 6 " THICK WITH A MINIMUM REINFORCING,,STEEL AREA OF 0.20 SQUARE INCHES PER FOOT UNLESS NOTED. FOR BRICK* THE WALLS ARE TO BE 8 THICK. CONCRETE BRICK

AASHTO 1221 AND SIMILAR SOLID UNITS SHALL CONFORM TO THE REQUIREMENTS OF ASTM C 55. GRADE S-11. THE INTERIOR DIMENSIONS ARE TO REMAIN AS SHOWN FOR EITHER TYPE OF CONSTRUCTION.

3. THE BOTTOM SLAB OF THE BOX SHALL BE A MINIMUM OF 6 " THICK REINFORCED CONCRETE (CLASS 3000 OR 4000P) WITH A REINFORCING STEEL AREA OF 0.20 SQUARE INCHES PER FOOT. WIRE MESH MAY BE USED I N L I E U OF STEEL BARS PROVIDED A MINIMUM OF 0.20 SQUARE INCHES PER FOOT I S MET.

4. MORTAR SHALL BE TYPE S OR M. SCOOT DOCUMENTS 5. REINFORCING STEEL SHALL BE ASTM A-706. LOW-ALLOY STEEL DEFORMED BARS FOR CONCRETE REINFORCEMENT. GRADE 60. WIRE MESH SHALL CONFORM TO AASHTO M 5 5 AN0 M 221. -------------- 6. SEE STAND#30 DRAWING 719-550-00 FOR STEPS. WHICH ARE REQUIRED WHEN STRUCTURE DEPTH EXCEEDS 4'-6 . 7. SEE STANOARO DRAWINGS 719-420-00 AND 719-425-00 FOR DEPTHS GREATER THAN 12 ' . PRECAST CONCRETE CIRCULAR DRAINAGE STRUCTURES ARE REQUIRED WHEN THE 9EPTH FROM THE TOP OF THE DRAINAGE BOX BOTTOM SLAB TO THE TOP OF THE GROUND EXCEEDS 1 2 -0 . 8. SEE STANDARO DRAWING 719-510-00 FOR DETAIL OF MANHOLE CASTING AN0 COVER. MANHOLE SHALL BE LINED UP WITH THE INTERIOR OF THE BOX AS SHOWN.

9. LOCATION AND SIZE OF PIPES ARE SITE SPECIFICv (SEE DRAINAGE PLANS). THE BOTTOM OF THE CATCH BASIN I S TO BE GROUTED TO THE LOWEST FLOW L I N E ELEVATION OF ALL PIPES. I F BOTTOM

RELATED DRAWINGS d KEYWORDS SLAB I S CAST I N PLACE WITH PIPES INSTALLED. BOTTOM SLAB THICKNESS MUST BE ACHIEVED BEYOND PIPE OUTSIDE DIAMETER.

719-017-01 TO 719-017-021 719550-001 719-420-00, 719-425-001 71 9-510-001

10. THE CONTRACT UNIT PRICE FOR CATCH BASINS SHALL INCLUDE THE COST OF FURNISHING ALL MATERIALS. (BUILT I N PLACE OR PRECAST). AND WORK INCIDENTAL TO THE CONSTRUCTION OF THE

719-305-001 719-310-00

16 SPACES 0 6' STRUCTURE COMPLETE I N PLACE AS SHOWN. INCLUDING THE CURB AN0 GUTTER. I N ACCORDANCE WITH

TACK WELD FRONT LONGITUDINAL BAR WITH ' I " MIN. THE SCOOT STANDARD SPECIFICATIONS FOR HIGHWAY CONSTRUCTION (LATEST EDITION). TACK (FOUR) POINTS TO ALL TRANSVERSE B ~ R S .

NO. 5 BARS 11. SPECIAL ATTENTION SHOULD BE GIVEN TO THE COMPACTION OF THE SOIL UNDER THE 6 " OR 6'1" EDGE OF SLAB K <

7 SPACES Q 12' COVER OVERHANG ON THE BACK OF THE CATCH BASIN, AN0 UNDER ANY OPTIONAL PRECAST ITEMS US^.

( TYPICAL BOTH SIDES 1.' lo'' ; 12. THE SLOPE ON TOP OF CATCH BASIN I S TO MATCH AOJACENT SIOEWALK OR 50: l TOWARD ROADWAY

NO. 4 BARS BOTTOM MAT WHERE NO SIOEWALK I S PRESENT.

13. WHEN I T I S NECESSARY TO PLACE A CATCH BASIN I N A RAOIUSI THE FACE OF THE CATCH BASIN TOP SHALL CONFORM TO THE HORIZONTAL CURVATURE OF THE AOJACENT CURB

PRECONSTRUCTION TOP MAT REINFORCING WHEN THE RADIUS I S 2 5 0 FEET OR LESS. OTHERWISE. THE TOP SHALL BE RECTANGULAR WITH SQUARE CORNERS. I N ALL CASES. THE BACK OF THE CATCH BASIN TOP SHOULO

SUPPORT ENGINEER FOLLOW THE SAME ALIGNMENT AS I T S FACE.

ADDITIONAL LENGTH , 14. SEE STANDARD DRAWING 719-305-00 OR 719-310-00 FOR MAXIMUM PIPE DIAMETERS. THE PIPE CATCH BASIN SIZES SHOWN ARE MAXIMUM FOR BRICK AND PRECAST BOXES WHEN PIPE ENTERS PERPENDICULAR AND AT

THE CENTER OF THE BOX WALL. CONTRACTOR SHOULD CONFIRM THAT PIPE USED F I T S APPROPRIATELY , - - - - - - - - - 1--------- -I INTO BOX. - - - - -

PRECAST NOTES: - - - - - - - 15. SUPPLY PRECAST CONCRETE COMPONENTS FOR DRAINAGE ITEMS AT EACH LOCATION FROM A SINGLE

L - - - - - - - - - - - - - - - - - - - SOURCE PRECAST MANUFACTURER THAT HAS BEEN INSPECTED AND APPROVED BY THE MATERIALS AND RESEARCH ENGINEER. SUPPLY ALL INTERCHANGEABLE PRECAST PARTS ON ENTIRE PROJECT FROM A SINGLE SOURCE MANUFACTURER LISTEO ON QUALIFIED PRODUCT L I S T 14 UNLESS APPROVED BY RCE. ITEMS FROM MULTIPLE MANUFACTURERS SHOULO NOT BE INSTALLED I N INDIVIDUAL LOCATIONS.

1 6 - THE USE OF PRECAST UNITS WILL NOT BELIEVE THE CONTRACTOR OF THE RESPONSIBILITY OF BOTTOM OF CURB OBTAINING SATISFACTORY INSTALLATIONS. SEE STANDARD DRAWINGSFOR PRECAST CONCRETE DRAINAGE BEFORE GUTTER DEPRESSION AT CB

BOX OR STRUCTURE FOR ADDITIONAL DETAILS AND SPECIFICATIONS.

17. L I F T HOLES AND/OR DEVICES MAY BE PLACEO AS NECESSARY. ALL L I F T HOLES SHALL BE GROUTED SHUT PRIOR TO COMPLETION OF THE INSTALLATION. ALL L I F T I N G METHODS MUST MEET OSHA REGULATIONS.

18. PRECAST TOP SLAB TO BE MANUFACTURED WITH 1 " CHAMFER OR RADIUS ON TOP OF FRONT END I N ORDER TO MORE CLOSELY MATCH TOP OF CURB RADIUS.

19. I F PRECAST THROAT I S USED. THE THROAT OPENING SHALL NOT OBSTRUCT THE MANHOLE OPENING.

20. THE CONTRACTOR SHALL USE A SINGLE SOURCE MANUFACTURER CHOSEN FROM THE L I S T ON QUALIFIED PRODUCT L I S T 1 4 FOR ITEMS ON THIS DRAWING.

2 1 - PRECAST MANUFACTURER SHALL FOLLOW QUALIFIED PRODUCT POLICY 14.

22.CONTRACTOR MAY SUBMIT DESIGN DRAWINGS AND CALCULATIONS FOR MODIFICATIONS TO THIS ITEM ON A PROJECT BY PROJECT BASIS. MODIFICATIONS TO THESE ITEMS WILL NOT BE LISTED ON ANY QUALIFIED PRODUCT L IST. SUBMIT ALL PROPOSALS FOR PROJECT SPECIFIC MODIFICATIONS TO THE

THROAT LENGTH MAY VARY FROM THE NORMAL 4 ' UP TO 20'. BUT MUST RESIDENT ENGINEER FOR REVIEW BY THE ENGINEER OF RECORD. BE BY FOOT INCREMENTS TO THE SIDE. CONTINUE THE REINFORCING STEEL LAYOUT THE SAME AS ORIGINAL LAYOUT. THROAT SLOPE SHALL 23. JOINTS BETtEgN INSTALLED PIECES AN0 PRECAST ITEMS TO BE PLACED SHALL BE

SEALED WITH A GROUT L I F T OR AN APPROPRIATE PLASTIC PREFORMED GASKET (FROM BE NO FLATTER THAN 24:l. ADDITIONAL LENGTH THROAT SHALL BE BUILT I N PLACE CONSTRUCTION ONLY. THE COST OF ADDITIONAL LENGTH

OUAL IF I ED PRODU~T L IST 14 . )

CATCH BASIN WILL BE A SEPARATE PAY ITEM. 24. TOP SLAB MUST BE I N L I N E WITH BOTH THE ROAD SLOPE (SHOW ON ROAD PLANS) AN0 THE SIDEWALK SLOPE (TYPICALLY 5 0 : l ) .


25. BED SHALL BE PREPARED AND COMPACTED FOR PRECAST DRAINAGE STRUCTURE AS REQUIRED BY SCOOT STANOARO SPECIFICATIONS FOR PRECAST ITEMS. ELEVATION OF BEDDING MATERIAL SHALL BE APPROPRIATE TO ACCOMODATE ELEVATION OF ALL PIPES AND REQUIRED BOX TOP ELEVATION.

26. PLACE AN0 LEVEL PRECAST BOX.

27. PIPES SHALL BE INSTALLED AN0 GROUTEO I N PLACE.

2 8 - PIPES AN0 BOX SHALL BE BACKFILLED AND COMPACTED AS REQUIRED BY SCDOT STANDARD SPECIFICATIONS.

29. BED SHALL BE PREPARED AN0 COMPACTED FOR PRECAST THROAT AS REQUIREO BY SCDOT STANOARO SPECIFICATIONS FOR PRECAST ITEMS.

30. PRECAST THROAT SHALL BE PLACEO ON BOX. JOINT SEAL SHALL BE PLACEO BETWEEN THE BOX AN0 THE PRECAST THROAT. PRECAST THROAT WALL DIMENSIONS SHALL MATCH OIMENSIONS OF BOX WALLS I N AREAS OF CONTACT.

SOUTH CAROLINA OEPARTMENT OF TRANSPORTATION

WALL (BRICK 31. BACKFILL TO APPROXIMATE TOP OF THROAT WITH SELECT MATERIAL. ADJUST F I L L AND OR CONCRETE) BED LEVEL TO MATCH ELEVATION AND CROSS SLOPES. DESIGN STANDARDS OFFICE

32. BRICK AND MORTAR SHALL BE USED TO AOJUST ELEVATIONS OF THROAT WALLS AS REQUIRED TO 955 PARK STREET MEET ELEVATION AND CROSS SLOPES. ROOM 405 33. PRECAST TOP SLAB SHALL BE PLACED ON THROAT. JOINT SEAL SHALL BE PLACED BETWEEN THE COLUMBIAv SC 29201 THROAT TOP AN0 THE PRECAST SLAB. SLAB ELEVATIONv CROSS SLOPE. AND ALIGNMENT SHALL MATCH CAST I N PLACE SIOEWALK OIMENSIONS AS REQUIRED ON PLANS.

34. ANY LOCATION WHERE THE ABOVE REQUIREMENTS CANNOT BE MET SHALL BE COMPLETED USING CAST

CONTRACTOR MAY USE SINGLE TIER I N PLACE MATERIALS MEETING THE REQUIREMENTS OF THIS STANDRD DRAWING. ANY ADDITIONAL MATERIALS OR COSTS ASSOCIATED WITH THE USE OF PRECAST SHALL BE PAID FOR BY THE CONTRACTOR

(WYTHE) OF BRICK AS FORMWORK FOR AN0 MAY NOT BE CHARGED TO SCDOT. THROAT SLAB PROVIDED THAT THE JOINT BETWEEN SLAB AND MASONRY 35. PRECAST THROAT FOR CATCH BASIN TYPE 17 MUST BE INSTALLED WITH RESPECT TO DIRECTION OF

WATER FLOW ( I . € . THROAT INLET MUST BE UPHILL FROM BOX).

36. PRECAST CONCRETE CIRCULAR STRUCTURES (AS SHOWN ON 719-420-00) ARE REQUIREO FOR THE CB 17 TOP SLAB (66" X 112" X 8 " ) FOLLOWING APPLICATIONS UNLESS PROHIBITED BY THE PLANS OR SPECIAL PROVISIONS.

CB 17 THROAT ( a ) ON DRAINAGE STRUCTURES WITH A DEPTH EQUAL TO OR GREATER THAN 12 FEET.

( b ) ON DRAINAGE STRUDCTURES WHERE THE FLOW L I N E ELEVATION OF THE INLET PIPE I S EQUAL TO OR PRECAST MANUFACTURERS SHALL SUBMIT CERTIFICATION OF COWLIANCE TO BE LISTED ON HIGHER APPROVAL SHEET 14 FOR ITEMS LISTED ON THIS SHEET ONLY. APPROVAL PROCESS FOR THAN THE INSIDE TOP (SOFFIT) OF THE OUTLET PIPE. REFERENCED ITEMS I S LISTEO ON M E CORRESPONDING STANDARO SHEET FOR THAT ITEM. ( c ) AS REQUIREO BY THE PROJECT PLANS.

GH 719-017-02 FOR THIS ITEM.

D E T A I L SCALE%&": 1 ' PLAN EXISTING - TYPE 5 CATCH BASIN

I . .- .'.. . . ". ',..;..:A. ' A ' ..- .. ..= ..- ... .. - , . . . . . - . .

I I t

PRINT SCALE DESCRIPTION OF DETAIL SKETCH

PAY L I M I T S EXTEND AS REQUIRED TO CONNECT NEW STRUCTURE TO E X I S T I N G CURB & GUTTER


SOOT DOCUMENTS OPL 14

RELATED DRAW INCS A KEYWORDS

D E T A I L SCALE^^": I ' C27

BEFORE CONSTRUCTION:

1 . INSPECT E X I S T I N G STRUCTURE BEFORE RETROFITTING. SHALLOW P I P E OR U T I L I T I E S THAT ARE WITHIN 2 4 " OF THE SURFACE MAY PREVENT THE PROPER CONSTRUCTION OF THE RETROFIT BOX. WHEN THESE CONDITIONS ARE ENCOUNTERED. FURTHER EVALUATION OF THE S I T E SHOULD BE PERFORMED BEFORE DESIGNING ANY RETROFIT.

2. DURING THE PROCESS OF RETROFITTING THE CATCH BASIN, I F ANY OF THE RETAINED BOX MATERIALS E X H I B I T SIGNS OF DETERIORATION OR DAMAGE THAT WOULD IMPACT THE FUTURE PERFORMANCE OF THE STRUCTURE* REPLACE T H I S STRUCTURE WITH A NEW CATCH B A S I N SPOT REPAIRS TO T H I S DAMAGE MAY BE POSSIBLE BUT SHOULD BE EVALUATED BY THE RESIDENT ENGINEER.

DEMOLITION:

3. REMOVE AND DISPOSE OF E X I S T I N G CATCH B A S I N L I D SIDEWALK, CURB. GUTTER* WING(S) AND THROAT(S) WITHIN THE L I ~ I T S DESCRIBED BY THE RESIDENT ENGINEER.

PREPARATION:

4. REMOVE BRICK I N THE BOX S I D E WALLS DOWN TO A MINIMUM OF 2 4 " BELOW SIDEWALK ELEVATION.

5. REMOVE BRIGK I N THE BOX FRONT ( A T CURB) WALL DOWN TO A MINIMUM OF 1 8 BELOW SIDEWALK ELEVATION.

6. REMOVE BRICK I N THE BOX BACK (AWAY FROM ROAD) WALL AS REQUIRED TO PLACE A MINIMUM 6 " L I F T OF CONCRETE TO SUPPORT NEW TOP SLAB.

7. WHERE BOX WALLS ARE NOT VERTICAL* REMOVE A MINIMUM OF ONE ADDITIONAL COURSE OF BRICK.

EX I S T ~ N G TYPE 5 - CATCH BASIN REMOVAL

PRECONSTRUCTION 8. PREPARE S O I L UNDER THROATS BY REMOVING TO APPROXIMATELY 2 4 " BELOW SIDEWALK ELEVATION. PROPERLY COMPACT ANY LOOSE

SUPPORT ENGINEER S O I L AROUND BOX* UNDER WING PADS* AND UNDER NEW TOP SLAB OVERHANG BEFORE INSTALLING NEW MATERIALS.

MATER I ALS :

9. FOR CAST-IN-PLACE, USE MINIMUM CLASS 3 0 0 0 CONCRETE. FOR PRECAST COMPONENTS USE MINIMUM CLASS 4 0 0 0 P CONCRETE.

10 . USE ASTM A 7 0 6 GRADE 6 0 REBAR. USE STANDARD SCDOT L I G H T DUTY MANHOLE SHOWN ON DRAWING 71 9-51 0-XX

1 1. USE TYPE M MORTAR.

12 . USE BRICK I N ACCORDANCE WITH SCDOT STANDARD SPECIF ICATIONS.

CONSTRUCTION:

13 . I F NECESSARY, RECONSTRUCT TOP COURSE(SI OF BRICK TO ACHIEVE HORIZONTAL SURFACE.

14. CAST NEW WING PADS* SHEAR KEY* BOX L I F T , AND BACK AND S I D E WALLS AS A SINGLE MONOLITHIC POUR. KEEP TOP OF SHEAR KEY. END WALL, AND BOX WALL FLUSH AND SLOPED TO PROVIDE UNIFORM SUPPORT AROUND THE EDGES OF THE NEW TOP SLAB AND THE REQUIRED F I N I S H E D SLOPE FOR THE TOP SLAB.

15. CONSTRUCT NEW GUTTER WITH STEEPENED I N L E T (SEE 719-017-02 DETAL 5 ) I N L I N E WITH E X I S T I N G FACE OF CURB. MAINTAIN PROPER OPENING BETWEEN GUTTER AND TOP SLAB.

16 . USE CATCH B A S I N TOP SLAB WITH MODIFIED MANHOLE LOCATION AS REQUIRED TO F I T E X I S T I N G BOX (SEE DETAIL 9 ) . REINFORCE MODIF IED TOP SLAB SHOWN ON 719-018-02 WITH APPROPRIATE ADJUSTMENTS FOR MODIF IED MANHOLE LOCATION, ITEM CB18R7.

17. PLACE NEW TOP SLAB WITH FRONT EDGE I N L I N E WITH E X I S T I N G FACE OF CURB AND COVERING STEEPENED INLET OF NEW GUTTER APPROXIMATELY 1 2 " OF THE TOP SLAB w ILL OVERHANG EXIST IN^ BOX AND REST ON COMPACTED S O I L BEHIND BOX AND WING PADS.

18. PLACE NEW TOP SLAB WITH SLOPE TO MATCH E X I S T I N G SIDEWALK ( I F PRESENT), OR 50:1 SLOPE TOWARD GUTTER ( I F SIDEWALK I S NOT PRESENT 1 .

19.OBTAIN CB17R7 TOP SLAB FROM A MANUFACTURER L I S T E D ON OPL14 FOR CB17 TOP SLAB.

2 0 . GROUT ANY GAPS BETWEEN TOP SLAB* BACK WALLS, AND END WALLS.

21 . RECONSTRUCT SIDEWALK* CURB. AN0 GUTTER TO TRANSITION FROM E X I S T I N G TO NEW CONSTRUCTION.

SOUTH CAROLINA DEPARTMENT OF TRANSPORTATION 22. FLARE CURB AT THROAT AS NEEDED TO ACCOMMODATE THICKER TQP DESIGN STANDARDS OFFICE SLAB.

9 5 5 PARK STREET 23. T H I S STANDARD DRAWING MAY ALSO BE USED FOR CONVERTING TYPE 6 CATCH B A S I N TO TYPE 1 7 CATCH BASIN.

COLUMBIA* SC 2 9 2 0 1 PAYMENT:

24. INCLUDE I N PAY ITEM ALL WORK NEEDED TO COMPLETE F I N I S H E D I T E M AS SHOWN. UNLESS S P E C I F I E D OTHERWISE. T H I S WORK INCLUDES BUT I S NOT L I M I T E D TO REMOVAL AND DISPOSAL OF DEBRIS. NEW MATERIALS* INSTALLTION OF STEPS, TRAFFIC CONTROL. LABDR. AND HAUL I NG.

CATCH B A S I N PAY ITEMS : RETROF I T FROM 7 1 9 8 2 9 1 CATCH B A S I N T-17 (CONVERT C.B. TYPE 5 ) EACH

7 1 9 8 2 9 2 CATCH B A S I N T-17 (CONVERT C.B. TYPE 6 1 EACH CATCH B A S I N TYPE 5 & 6

- -

ON N~~~~ SIDE" REMOVE ALL BRICK IN EXISTING CATCH BASIN A MINIMUM OF 24 " BELOW TOP OF L I D GRADE.

EXISTING TYPE 5 CATCH BASlN REMOVAL

SUPPORT PEDESTAL NOT SHOWN ON DET

EXISTING TYPE 5 - CATCH BASIN EXPLODED ISOMETRIC

ISOMETRIC BOX WALL REMOVAL

WIDTH OF CAST I N PLACE WALL SHALL BE 8 " THICK* OR MATCH E X I S T I N G SIDEWALL WHEN EXTENDING UPWARDS FROM EXISTING BOX WALL.

\

FACE OF

FLARED CURB

BACK OF CURB

CURB /I I I

EXTEND CAST I N PLACE BACK WALL TO MATCH I N L I N E WITH SHEAR KEY. WILL OVERHANG TOP OF EXISTING BOX.

END WALLS POURED MONOLITHICALLY ALON BACK WALL* SHEAR KE AND CONCRETE SLAB

END

MINIMUM SLOPE FOR WING PAD" OF

2 4 : 1 TOWARDS BOX

AFTER CONSTRUCTION NEW THROAT WIDTH WILL MATCH TYPE 1 7 THROAT WIDTH

DETA I L SCALE^,^": 1 '

N0.4 BARS 1 2 " O.C. I N EACH DIRECTION SHALL EXTEND THRU WING PADS AND BENT [CI] UP INTO NEW BACK WALLS* SHEAR KEY, AND THROAT OR BENT I c 2 1 UP INTO S I D E WALLS WHERE

ONE NO. 4 BARS [ J 1 ] BENT EXTEND THRU END WALLS,

EAR KEit & BACK WALL

BASIN TYPE 17R5 TOP SLAB - USE STANDARD CB 1 7 L I D ~ O D I F I E D MANHOLE LOCAT ION

WHEN DEPTH OF BOX EXCEEDS 4 ' -6 " 8 STEPS ARE NOT PRESE THEY SHALL BE INSTALLED I N ACCORDANCE WITH STANDARD DRAWING 7 1 9-550-00

, SHEAR KEY

, END WALL

CATCH BASIN TYPE 17R5 TOP SLAB

1 ' 0" MAX. OVERHANG =i , / , END


SCDOT DOCUMENTS OPL14

RELATED DRAWINGS b KEYWORDS --------------



DESIGN STANDARDS OFFICE 955 ROOM PARK 405 STREET

CATCH BAS I N RETROFIT FROM

CATCH B A S I N TYPE 5 & 6

NO. 4 BARS ] 6 " O.C.

Ir ...........................................

NOTE: NO F I E L D BENDING OF STEEL. SHOP BEND ALL STEEL ONLY.

DETA I L SCALE'^^": 1 ' (6) THROAT'- u REBAR CONFIGURATION

END WALL \

END WALL \

L--------J NOTE: NO F I E L D BENDING OF STEEL. $1 SHOP BEND ALL STEEL ONLY.

SIDE ELEVATION SHEAR KEY. END WALL. 6 CONCRETE SLAB REBAR CONFIGURATION

DO C A S T NOT AGAINST FORM LEDGE. SOIL ' NOTE: SHOP BEND NO F I E L D ALL STEEL BENDING ONLY. OF STEEL.

SECT I ON SCALE%K": 1 '

DETA I L SCALE~~G": 1 '

I N S I D E BOX

B 18 PC THROAT

NO. 4 BARS 12" O.C. (TYP .1 ( BOTH D I RECT I ON

OPTIONAL TOP EL. OF CAST I N PLACE BOTTOM SLAB I F P I P E I S INSTALLED BEFORE SLAB

CATCH BASIN TYPE 18

SEE TOP SLAB STEEL REINFORCING FOR DETAILED INFORMATION FOR COVER

4

S I DEWALK SIDEWALK B U I L T I N PLACE - - - - - - - - - - - - - (BRICK OPTION)

- - - - - - - - - - - ALLOWABLE J O I N T WHEN PC TOP SLAB

t - - - - - - - - - - I - - - - - - - - - DRAINAGE TO BE SEALED AND BACK- F I L L E D PRIOR TO PLACING SURFACING

PRECAST (OPT ION)

B U I L T I N PLACE (BR ICK OPTION)

CONFORM1 NG TO AASHTO M 235.

TABLE 71 9-01 88 NON ADA

USE W I T H SIDEWALK/CURB & GUTTER

BOTTOM MAT

GENERAL NOTES: 13 ' -4" 13 ' -4" b

REFERENCES 1. FOR BUILT I N PLACE CONSTRUCTION OF THE CATCH BASIN. EITHER BRICK MASONRY (WALLS ONLY1 NATIONAL DOCUMENTS

NO. 5 BARS NO. 5 BARS OR CIP CLASS 3000 CONCRETE MAY BE USED. FOR PRECAST CONSTRUCTION. A MINIMUM OF CLASS 4000P CONCRETE SHALL BE USEO. ASTM C551 ASTM A7061 AASHTO M551

.c31/< 2. CONCRETE WALLS ARE TO BE 6" THICK WITH A MINIMUM REINFORCING STEEL AREA OF 0.20 SQUARE AASHTO M221 INCHES PER FOOT UNLESS NOTED. FOR BRICK. THE WALLS ARE TO BE 8" THICK. CONCRETE BRICK AN0 SIMILAR SOLID UNITS SHALL CONFORM TO THE REQUIREMENTS OF ASTM C 55. GRAOE S-11. THE INTERIOR DIMENSIONS ARE TO REMAIN AS SHOWN FOR EITHER TYPE OF CONSTRUCTION.

3000 OR 4000Pl WITH A REINFORCING STEEL AREA OF 0.20 SOUARE INCHES PER FOOT. WIRE MESH MAY BE USED I N LIEU OF STEEL BARS PROVIDE0 A MINIMUM OF 0.20 SQUARE INCHES PER FOOT I S MET.

4. MORTAR SHALL BE TYPE S OR M. SCDOT DOCUMENTS 5. REINFORCING STEEL SHALL BE ASTM A-706. LOW-ALLOY STEEL DEFORMED BARS FOR CONCRETE REINFORCEMENT. GRADE 60. WIRE MESH SHALL CONFORM TO AASHTO M 55 AND M 221. (IUALIFIEO PRODUCT LIST 14

6. SEE STANOARD DRAWING 719550-00 FOR STEPS. WHICH ARE REQUIRED WHEN STRUCTURE OEPTH EXCEEDS 4 '6 ' .

7. SEE STANDARD DRAWINGS 719-420-00 AN0 719-425-00 FOR DEPTHS GREATER THAN 12'. PRECAST CONCRETE CIRCULAR DRAINAGE STRUCTURES ARE REOUIRED WHEN THE OEPTH FROM THE TOP OF THE DRAINAGE BOX BOTTOM SLAB TO THE TOP OF THE GROUND EXCEEDS 12'-0*.

8. SEE STANDARD DRAWING 719-510-00 FOR DETAIL OF MANHOLE CASTING AN0 COVER. MANHOLE SHALL BE LINED UP WITH THE INTERIOR OF THE BOX AS SHOWN.

CHAMFERED END FRONT 3 . LOCATION AND SIZE OF PIPES ARE SITE SPECIFIC. (SEE DRAINAGE PLANS). THE BOTTOM OF THE CATCH BASIN I S TO BE GROUTED TO THE LOWEST FLOW LINE ELEVATION OF ALL PIPES. I F BOTTOM 719-!j50-00, 719-420-00, 719-425-00, SLAB I S CAST I N PLACE WITH PIPES INSTALLED. BOTTOM SLAB THICKNESS MUST BE ACHIEVED BEYOND

2 4 SPACES @ 6 " PIPE OUTSIDE DIAMETER. 719510-001 719-305-001 719-310-00 TACK (FOUR) POINTS TO ALL TRANSVERSE BARS. b

10. THE CONTRACT UNIT PRICE FOR CATCH BASINS SHALL INCLUDE THE COST OF FURNISHING ALL

lo ' /# 4

NO. 5 BARS MATERIALS. (BUILT I N PLACE OR PRECAST). AN0 WORK INCIDENTAL TO THE CONSTRUCTION OF THE

EDGE OF SLAB KEY 11 SPACES @ 12" b STRUCTURE COMPLETE I N PLACE AS SHOWN. INCLUDING THE CURB AN0 GUTTER. I N ACCORDANCE WITH b.- THE SCDOT STANDARD SPECIFICATIONS FOR HIGHWAY CONSTRUCTION (LATEST EDITION). (TYP. BOTH SIDES)

,4 NO. 4 BARS + 11. SPECIAL ATTENTION SHOULD BE GIVEN TO THE COMPACTION OF THE SOIL UNDER THE 6" OR 6't; COVER OVERHANG ON THE BACK OF THE CATCH BASIN. AND UNOER ANY OPTIONAL PRECAST ITEMS USED.

TOP MAT 12. THE SLOPE ON TOP OF CATCH BASIN I S TO MATCH ADJACENT SIDEWALK OR 50: l TOWARO ROADWAY

TOP SLAB STEEL WHERE NO SIDEWALK IS PRESENT. PRECONSTRUCTION

REINFORCING

14. SEE STANOARD DRAWING 719-305-00 OR 719-310-00 FOR MAXIMUM PIPE OIA. THE PIPE SIZES SHOWN ARE MAXIMUM FOR BRICK AN0 PRECAST BOXES WHEN PIPE ENTERS PERPENDICULAR AND AT THE CENTER OF THE BOX WALL. CONTRACTOR SHOULD CONFIRM THAT PIPE USEO F ITS APPROPRIATELY INTO

PRECAST NOTES:

15. SUPPLY PRECAST CONCRETE COMPONENTS FOR DRAINAGE ITEMS AT EACH LOCATION FROM A SINGLE SOURCE PRECAST MANUFACTURER THAT HAS BEEN INSPECTED AND APPROVED BY THE MATERIALS AN0 RESEARCH ENGINEER. SUPPLY ALL INTERCHANGEABLE PRECAST PARTS ON ENTIRE PROJECT FROM A SINGLE SOURCE MANUFACTURER LISTED ON OUALIFIEO PRODUCT L I S T 14 UNLESS APPROVED BY RCE. ITEMS FROM MULTIPLE MANUFACTURERS SHOULD NOT BE INSTALLEO I N INDIVIOUAL LOCATIONS.

16. THE USE OF PRECAST UNITS WILL NOT RELIEVE THE CONTRACTOR OF THE RSPONSIBILITY OF OBTAINING SATISFACTORY INSTALLATIONS. SEE STANDARO DRAWINGS FOR PRECAST CONCRETE DRAINAGE BOX OR STRUCTURE FOR ADOITIONAL DETAILS AN0 SPECIFICATIONS.

PRE-CAST CONC MIN. 4 ' DIAM. RE-CAST CONCRETE CONTRACTOR MAY USE SINGLE TIER 17. L I F T HOLES AND/OR DEVICES MAY BE PLACED AS NECESSARY. ALL L I F T HOLES SHALL BE

OPEN I NG WITH (WYTHE) OF BRICK AS FORMWORK FOR ~ ~ ~ ~ [ ~ ~ 1 ~ ~ ~ : PRIOR TO COMPLETION OF THE INSTALLATION. ALL LIFTING METHODS MUST MEET OSHA

GROUT OR PLAST < GROUT OR PLASTIC NO OBSTRUCTION PREFORMED GASKET THROAT SLAB PROVIDED THAT THE PREFORMED GASKET JOINT BETWEEN SLAB AND MASONRY 18. PRECAST TOP SLAB TO BE MANUFACTURED WITH 1" CHAMFER OR RADIUS ON TOP OF FRONT EN0 I N

(QUALIFIED PRODUCT L I (QUALIFIED PRODUCT L I S T 1 3 1 I S NOT EXPOSED TO SOIL. ORDER TO MORE CLOSELY MATCH TOP OF CURB RADIUS.

19. I F PRECAST THROAT I S USEO. THE THROAT OPENING SHALL NOT OBSTRUCT THE MANHOLE OPENING.

20. THE CONTRACTOR SHALL USE A SINGLE SOURCE MANUFACTURER CHOSEN FROM THE L I S T ON OUALIFIEO PROOUCT L IST 14 FOR PRECAST ITEMS ON THIS DRAWING. .

CB THROAT 21. FOLLOW OUALIFIEO PRODUCT POLICY 14 I N ORDER TO BE LISTED ON QUALIFIED PRODUCT L IST 14.

22. CONTRACTOR MAY SUBMIT DESIGN DRAWINGS AND CALCULATIONS FOR MODIFICATIONS TO THIS ITEM ON A PROJECT BY PROJECT BASIS. MODIFICATIONS TO THESE ITEMS WILL NOT BE LISTED ON ANY OUALIFIEO PROOUCT LIST. SUBMIT ALL PROPOSALS FOR PROJECT SPECIFIC MODIFICATIONS TO THE

PAY L I M I T S FOR CATCH BASIN TYPE 18 RESIDENT ENGINEER FOR REVIEW BY THE ENGINEER OF RECORD. CATCH BASIN

23. JOINTS BETWEEN INSTALLEO PIECES AN0 PRECAST ITEMS TO BE PLACED SHALL BE SEALED WITH A ''2" GROUT L I F T OR AN APPROPRIATE PLASTIC PREFORMED GASKET (FROM OUALIFIED PRODUCT L IST 141.

24. TOP SLAB MUST BE I N LINE WITH BOTH THE ROAD SLOPE (SHOW ON ROAD PLANS) AND THE - - - - - - .----I SIDEWALK SLOPE (TYPICALLY 50:l I.


25. BE0 SHALL BE PREPAREO AND COMPACTED FOR PRECAST ORAINAGE STRUCTURE AS REQUIRED BY SCDOT STANDARD SPECIFICATIONS FOR PRECAST ITEMS. ELEVATION OF BEDDING MATERIAL SHALL BE APPROPRIATE TO ACCOMMODATE ELEVATION OF ALL PIPES AN0 REOUIRED BOX TOP ELEVATION. - - - - - - _ _ _ 26. PLACE AND LEVEL PRECAST BOX.

27. PIPES SHALL BE INSTALLEO AN0 GROUTED I N PLACE. BOTTOM OF CURB

28. PIPES AND BOX SHALL BE BACKFILLED AND COMPACTEO AS REOUIRED BY SCOOT STANDARO SPECIFICATIONS. 29. BED SHALL BE PREPAREO AN0 COMPACTEO FOR PRECAST THROAT AS REOUIREO BY SCOOT STANDARD

N FRONT END SPECIFICATIONS FOR PRECAST ITEMS. CB 18 TOP SLAB ( 6 6 " X 1 6 0 " X 8 N )

30. PRECAST THROAT SHALL BE PLACED ON BOX. JOINT SEAL SHALL. BE PLACED BETWEEN THE BOX AND THE PRECAST THROAT. PRECAST THROAT WALL OIMENSIONS SHALL MATCH DIMENSIONS OF BOX WALLS I N AREAS OF CONTACT.


31. BACKFILL TO APPROXIMATE TOP OF THROAT WITH SELECT MATERIAL. ADJUST F I L L AND BED DESIGN STANDARDS OFFICE

LEVEL TO MATCH ELEVATION AND CROSS SLOPES. 955 PARK STREET 32. BRICK AN0 MORTAR SHALL BE USEO TO ADJUST ELEVATIONS OF THROAT WALLS AS REOUIREO TO

ROOM 405 ADDITIONAL LENGTH CB MEET ELEVATION AND CROSS SLOPES. COLUMBIAw sc 29201

THROAT LENGTH MAY VARY FROM THE NORMAL 4 ' UP TO 20 ' . BUT MUST 33. PRECAST TOP SLAB SHALL BE PLACED ON THROAT. JOINT SEAL SHALL BE PLACED BETWEEN THE

BE BY FOOT INCREMENTS TO THE SIDE. CONTINUE THE REINFORCING THROAT TOP AN0 THE PRECAST SLAB. SLAB ELEVATION. CROSS SLOPE. AND ALIGNMENT SHALL MATCH CAST I N PLACE SIDEWALK OIMENSIONS AS REOUIRED ON PLANS.

STEEL LAYOUT THE SAME AS ORIGINAL LAYOUT. THROAT SLOPE SHALL BE NO FLATTER THAN 2 4 : l . ADDITIONAL LENGTH THROAT SHALL BE 34. ANY LOCATION WHERE THE ABOVE REQUIREMENTS CANNOT BE MET SHALL BE COMPLETED USING CAST

I N PLACE MATERIALS MEETING THE REQUIREMENTS OF THIS STANDARO DRAWING. ANY ADOITIONAL BU ILT I N PLACE CONSTRUCTION ONLY. THE COST OF ADDITIONAL LENGTH MATERIALS OR COSTS ASSOCIATED WITH THE USE OF PRECAST SHALL BE PAID FOR BY THE CONTRACTOR CATCH BASIN WILL BE A SEPARATE PAY ITEM. AND MAY NOT BE CHARGED TO SCOOT.

PLACEMENT 35.PRECAST CONCRETE CIRCULAR STRUCTURES (AS SHOWN ON 719-420-001 ARE REOUIRED FOR THE FOLLOWING APPLICATIONS UNLESS PROHIBITED BY THE PLANS OR SPECIAL PROVISIONS.

lo ) ON DRAINAGE STRUCTURES WITH A DEPTH EOUAL TO OR GREATER THAN 1 2 FEET.

l b ) ON DRAINAGE STRUCTURES WHERE THE FLOW LINE ELEVATION OF THE INLET PIPE I S EOUAL TO OR HIGHER THAN THE INSIDE TOP (SOFFIT) OF THE OUTLET PIPE.

( C ) AS REOUIRED BY THE PROJECT PLANS.

H 719-018-02 FOR THIS ITEM. 36. THE PAY ITEMS SHALL BE: CATCH BASIN TYPE 1 8 ADDITIONAL LENGTH CATCH B

BEFORE CONSTRUCTION: NATIONAL DOCUMENTS s

SUPPORT ENGINEER

SI URE u MARCH 21 2009

DATE

DESCR l PT ION



ROOM 4 0 5 COLUMBIA. SC 2 9 2 0 1

TYPE 18 CATCH B A S IN

RETROF I T FROM CATCH B A S I N

T Y P E 7

PLAN EXISTING TYPE 7 CATCH BASIN

FRONT ELEVATION E X I S I T I N G TYPE 7 CATCH BASIN

PAY L I M I T S EXTEND AS REQUIRED TO CONNECT NEW STRUCTURE TO EXISTING CURB 8. GUTTER

4 h

EXISTING TYPE 7 CATCH BASIN REMOVAL

REMOVE A MINIMUM OF 2 4 " BELOW TOP OF L I D GRADE ON BOTH SIDES FOR "WING PADN

1 - - E X I S T I N G BRICK TO REMAIN I S VARIABLE

SCALE 16":1 '

EX S I T NG TYPE 7 C A ~ C H EXPLODED L s I N ISOMETRIC

1. INSPECT E X I S T I N G STRUCTURE BEFORE RETROFITTING. SHALLOW P I P E OR U T I L I T I E S THAT ARE WITHIN 2 4 " OF THE SURFACE MAY PREVENT THE PROPER CONSTRUCTION OF THE RETROFIT BOX. WHEN THESE CONDITIONS ARE ENCOUNTERED. FURTHER EVALUATION OF THE S I T E SHOULD BE PERFORMED BEFORE DESIGNING ANY RETROFIT.

2 . DURING THE PROCESS OF RETROFITTING THE CATCH BASIN, I F ANY OF THE RETAINED BOX MATERIALS E X H I B I T SIGNS OF DETERIORATION OR DAMAGE THAT WOULD IMPACT THE FUTURE PERFORMANCE OF THE STRUCTURE. REPLACE T H I S STRUCTURE WITH A NEW CATCH BASIN. SPOT REPAIRS TO T H I S DAMAGE MAY BE POSSIBLE BUT SHOULD BE EVALUATED BY THE RESIDENT ENGINEER.

DEMOLITION:

3 . REMOVE AND DISPOSE OF E X I S T I N G CATCH B A S I N L I D , SIDEWALK, CURB, GUTTER, W I N G ( S ) AND THROAT(S1 WITHIN THE L I M I T S DESCRIBED BY THE RESIDENT ENGINEER.

PREPARATION:

4 . REMOVE BRICK I N THE BOX S I D E WALLS DOWN TO A MINIMUM OF 2 4 " BELOW SIDEWALK ELEVATION.

5. REMOVE BRISK I N THE BOX FRONT ( A T CURB) WALL DOWN TO A MINIMUM OF 1 8 BELOW SIDEWALK ELEVATION.

6 . REMOVE BRICK I N THE BOX BACK (AWAY FROM ROAD) WALL AS REQUIRED TO PLACE A MINIMUM 6 " L I F T OF CONCRETE TO SUPPORT NEW TOP SLAB.

7. WHERE BOX WALLS ARE NOT VERTICAL* REMOVE A MINIMUM OF ONE ADDITIONAL COURSE OF BRICK.

8 . PREPARE S O I L UNDER THROATS BY REMOVING TO APPROXIMATELY 2 4 " BELOW SIDEWALK ELEVATION. PROPERLY COMPACT ANY LOOSE S O I L AROUND BOX* UNDER WING PADS* AND UNDER NEW TOP SLAB OVERHANG BEFORE INSTALLING NEW MATERIALS.

MATERIALS:

9 . FOR CAST-IN-PLACE, USE MINIMUM CLASS 3 0 0 0 CONCRETE. FOR PRECAST COMPONENTS USE MINIMUM CLASS 4000P CONCRETE.

10 . USE ASTM A 7 0 6 GRADE 6 0 REBAR. USE STANDARD SCDOT L I G H T DUTY MANHOLE SHOWN ON DRAWING 7 1 9-51 0-XX

1 1 . USE TYPE M MORTAR.

12 . USE BRICK I N ACCORDANCE WITH SCDOT STANDARD SPECIF ICATIONS.

CONSTRUCTION:

1 3 . I F NECESSARY. RECONSTRUCT TOP COURSEIS) OF BRICK TO ACHIEVE HORIZONTAL SURFACE.

14 . CAST NEW WING PADS, SHEAR KEY, BOX L I F T * AND BACK AND SIDE WALLS AS A SINGLE MONOLITHIC POUR. KEEP TOP OF SHEAR KEY, END WALL. AND BOX WALL FLUSH AND SLOPED TO PROVIDE UNIFORM SUPPORT AROUND THE EDGES OF THE NEW TOP SLAB AND THE REQUIRED F I N I S H E D SLOPE FOR THE TOP SLAB.

15 . CONSTRUCT NEW GUTTER WITH STEEPENED INLET (SEE 719-018-02 DETAL 5 ) I N L I N E WITH E X I S T I N G FACE OF CURB. MAINTAIN PROPER OPENING BETWEEN GUTTER AND TOP SLAB.

16 . USE CATCH B A S I N TOP SLAB WITH MODIFIED MANHOLE LOCATION AS REQUIRED TO F I T E X I S T I N G BOX (SEE D E T A I L 9 ) . REINFORCE MODIFIED TOP SLAB SHOWN ON 719-018-02 WITH APPROPRIATE ADJUSTMENTS FOR MODIF IED MANHOLE LOCATION, ITEM CB18R7.

17 . PLACE NEW TOP SLAB WITH FRONT EDGE I N L I N E WITH E X I S T I N G FACE OF CURB AND COVERING STEEPENED INLET OF NEW GUTTER. APPROXIMATELY 1 2 " OF THE TOP SLAB WILL OVERHANG E X I S T I N G BOX AND REST ON COMPACTED S O I L BEHIND BOX AND WING PADS.

1 8 . PLACE NEW TOP SLAB WITH SLOPE TO MATCH E X I S T I N G SIDEWALK ( I F PRESENT). OR 5 0 : l SLOPE TOWARD GUTTER ( I F SIDEWALK I S NOT PRESENT 1.

19 . OBTAIN CB18R7 TOP SLAB FROM A MANUFACTURER L I S T E D ON QPL14 FOR CB18 TOP SLAB.

2 0 . WALLS. GROUT ANY GAPS BETWEEN TOP SLAB* BACK WALLS, AND END

21. RECONSTRUCT SIDEWALK* CURB*.AND GUTTER TO TRANSITION FROM E X I S T I N G TO NEW CONSTRUCTION.

2 2 . FLARE CURB AT THROAT AS NEEDED TO ACCOMMODATE THICKER TOP. SLAB.

PAYMENT:

23. INCLUDE I N PAY ITEM ALL WORK NEEDED TO COMPLETE F I N I S H E D ITEM AS SHOWN. UNLESS S P E C I F I E D OTHERWISE* T H I S WORK INCLUDES BUT I S NOT L I M I T E D TO REMOVAL AND DISPOSAL OF DEBRIS, NEW MATERIALS, INSTALLATION OF STEPS* TRAFFIC CONTROL* LABOR, AND HAULING.

PAY ITEM:

7 1 9 8 2 9 3 CATCH B A S I N T-18 (CONVERT C.B. TYPE 7 ) EACH

DROP I N L E T : WATER CAN ONLY ENTER STRUCTURE BY

F A L L I N G THROUGH HOLES I N A GRATE SYSTEM. SYSTEM HAS F I X E D GRATE DIMENSIONS.

c/)

2 s s UH

ZEl H Z c/)H

88 4 ZQ

2 n

scmr S W T H CAROLINA OEPARTMENT OF TRANSPORTATION



STANDARD DRAWING

SECTION 719-100

BRICK a

NOTES : 1. SEE 719-110-01 FOR DROP INLET (24"X 36" ) . FOR BUILT I N PLACE CONSTRUCTION OF THE CATCH BASIN WALLS. EITHER BRICK MASONRY (WALLS ONLY) OR C I P CLASS 3 0 0 0 CONCRETE MAY BE USED. FOR PRECAST CONSTRUCTION. A MINIMUM OF CLASS 4000P CONCRETE SHALL BE USED.

2. CONCRETE WALLS ARE TO BE 6 " THICK WITH A MINIMUM REINFORCING STEEL AREA 0.20 SQUARE INCHES PER FOOT UNLESS NOTED. FOR BRICK. THE WALLS ARE TO BE 8" THICK

CONCRETE BRICK AND SIMILAR SOLID UNITS SHALL CONFORM TO THE REQUIREMENTS OF ASTM C 551 GRADE S-11. THE INTERIOR DIMENSIONS ARE TO REMAIN AS SHOWN FOR EITHER TYPE OF CONSTRUCTION.

RICK WALLS ( 8 " ) 3. THE BOTTOM SLAB OF THE BOX SHALL BE A MINIMUM OF 6'' THICK REINFORCED CONCRETE (CLASS 3 0 0 0 OR 4000P) WITH A REINFORCING STEEL AREA OF 0.20 SQUARE INCHES PER FOOT. WIRE MESH BE USED I N L I E U OF STEEL BARS PROVIDED A MINIMUM OF 0.20 SQUARE INCHES PER FOOT I S MET.

4. MORTAR SHALL BE TYPE S OR Mm

5. REINFORCING STEEL SHALL BE ASTM A-706. LOW-ALLOY STEEL DEFORMED BARS FOR CONCRETE REINFORCEMENT. GRADE 60. WIRE MESH SHALL CONFORM TO AASHTO M 5 5 AND M

6. SEE STANDAgD DRAWING 719-550-00 FOR STEPS. WHICH ARE REQUIRED WHEN STRUCTURE DEPTH EXCEEDS 4'-6 .

7.SEE STANDARD DRAWINGS 719-420-00 AND 719-425-00 FOR DEPTHS GREATER THAN 12' . PRECAST CONCRETE CIRCULAR DRAINAGE STRUCTURES ARE REQUIRED WHEN THE DEPTH FROM THE TOP OF

GRADE LINE OF THE DRAINAGE BOX BOTTOM SLAB TO THE TOP OF THE GROUND EXCEEDS 12'-0".

8- LOCATION AND S IZE OF PIPES ARE S I T E SPECIFIC. (SEE DRAINAGE PLANS). THE BOTTOM OF THE CATCH BASIN I S TO BE GROUTED TO THE LOWEST FLOW L I N E ELEVATION OF ALL PIPES.

BOTTOM SLAB I S CAST I N PLACE WITH PIPES INSTALLED, BOTTOM SLAB THICKNESS MUST BE ACHIEVED BEYOND P IPE OUTSIDE DIAMETER.

9. THE FLOOR OF THE BASIN MUST SLOPE I N THE DIRECTION OF THE OUTLET P I P E AS SHOWN AND THE INSIDE OF OUTLET P IPE SHALL BE FLUSH WITH FLOOR OF BASIN.

10. SEE STANDARD DRAWING 719-305-00 OR 719-310-00 FOR MAXIMUM PIPE DIAMETERS. THE P IPE SIZES SHOWN ARE MAXIMUM FOR BRICK AND PRECAST BOXES WHEN P IPE ENTERS PERPENDICULAR AND AT THE CENTER

OF THE BOX WALL. CONTRACTOR SHOULD CONFIRM THAT P IPE USED F I T S APPROPRIATELY INTO BOX.

FRAME AND GRATE NOTES: 11. ALL CASTINGS SHALL CONFORM TO AASHTO M 105. CLASS 3 5 8 AND THE SPECIFICATIONS OF AASHTO M 3 0 6

12. ( a ) STEEL GRATES AND FRAME MAY BE USED I N L I E U OF CAST IRON AS LONG AS THE LOADING (NOTE 1 2 d ) AND HYDRAULIC REQUIREMENTS ARE MET. AND ARE ON THE DEPARTMENT'S L I S T OF APPROVED SUPPLIERS. (QUALIF IED PRODUCT L I S T 4 5 )

( b ) STEEL GRATES SHALL BE HOT D I P GALVANIZED I N ACCORDANCE WITH AASHTO M 111. ( C ) STEEL GRATES AND FRAMES SHALL BE DIMENSIONED TO BE INTERCHANGEABLE WITH EACH PIECE

OF THE CAST IRON GRATE AND FRAME SHOWN. STEEL GRATES MUST HAVE POSITIVE MEANS TO BE RETAINED I N THE FRAME.

( d l STRENGTH REQUIREMENTS OF STEEL GRATES AND FRAMES MUST MEET AASHTO M 3 0 6 ( 9 ) MANUFACTURERS DESIRING TO BE PLACED ON THE DEPARTMENT'S QUALIFIED PRODUCT L I S T

SHOULD CONTACT THE MATERIALS AND RESEARCH ENGINEER FOR PROCEDURES.

13. THE LONGEST DIMENSIONS OF THE OPENING I N THE IRON GRATE SHOULD BE ORIENTED I N THE DROP INLET DIRECTION OF FLOW. I F PRACTICABLE. THIS GRATE I S NOT SUITABLE FOR PEDESTRIAN TRAFFIC BECAUSE GRATE OPENINGS EXCEED I/{.

14. AS SHOWN BY THIS DRAWING. THE FRAME I S SET LEVEL. BUT THE ENGINEER MAY SET SAME ON SLOPE AS REQUIRED BY LOCAL DRAINAGE CONDITIONS.

15. AFTER THE FRAME I S SET I N I T S F INAL POSITION. I T I S TO BE ENCASED WITH CONCRETE AS SHOWN BY DRAWING.

16. ALL MANUFACTURING PROCESSES FOR THE FRAME AND GRATE MUST OCCUR I N THE UNITED STATES.

PRECAST NOTES: 17. THE USE OF PRECAST UNITS WILL NOT RELIEVE THE CONTRACTOR OF THE RESPONSIBILITY OF OBTAINING SATISFACTORY INSTALLATIONS. SEE STANDARD DRAWINGS FOR PRECAST CONCRETE DRAINAGE BOX OR STRUCTURE FOR ADDITIONAL DETAILS AND SPECIFICATIONS-

18. L I F T HOLES AND/OR DEVICES MAY BE PLACED AS NECESSRY . ALL L I F T HOLES SHALL BE GROUTED SHUT PRIOR TO COMPLETION OF THE INSTALLATION. ALL L I F T I N G METHODS MUST MEET OSHA REGULATIONS.

19. THE CONTRACTOR SHALL USE A SINGLE SOURCE MANUFACTURER CHOSEN FROM THE L I S T ON QUALIFIED PRODUCT L I S T 1 4 FOR PRECAST ITEMS ON THIS DRAWING.

20. FOLLOW QUALIFIED PRODUCT POLICY 1 4 I N ORDER TO BE LISTED ON QUALIFIED PRODUCT L I S T 14.

21. CONTRACTOR MAY SUBMIT DESIGN DRAWINGS AND CALCULATIONS FOR MODIFICATIONS TO THIS ITEM ON A PROJECT BY PROJECT BASIS. MODIFICATIONS TO THESE ITEMS WILL NOT BE LISTED ON ANY QUALIFIED PRODUCT LIST. SUBMIT ALL PROPOSALS FOR PROJECT SPECIFIC MODIFICATIONS TO THE RESIDENT ENGINEER FOR REVIEW BY THE ENGINEER OF RECORD.

22i,;JOINTS BETWEEN INSTALLED PIECES AND PRECAST ITEMS TO BE PLACED SHALL BE SEALED WITH A GROUT L I F T OR AN APPROPRIATE PLASTIC PREFORMED GASKET (QUALIF IED PRODUCT L I S T 13 . )

PRECAST INSTALLATION NOTES: 23. BED SHALL BE PREPARED AND COMPACTED FOR PRECAST DRAINAGE STRUCTURE AS REQUIRED BY SCDOT STANDARD SPECIFICATIONS FOR PRECAST ITEMS. ELEVATION OF BEDDING MATERIAL SHALL BE APPROPRIATE TO ACCOMMODATE ELEVATIONS OF ALL PIPES AND REQUIRED BOX TOP ELEVATION.

24. PLACE AND LEVEL PRECAST BOX OR SLAB.

SOUTH CAROLINA DEPARTMENT OF TRANSPORTATION 25. PIPES SHALL BE INSTALLED AND GROUTED I N PLACE.

DESIGN STANDARDS OFFICE 26. PIPES AND BOX SHALL BE BACKFILLED AND COMPACTED AS REQUIRED BY SCDOT STANDARD 955 PARK STREET SPECIFICATIONS.

ROOM 405 COLUMBIA* SC 29201 27. ANY LOCATION WHERE THE ABOVE REQUIREMENTS CANNOT BE MET SHALL BE COMPLETED

USING CAST I N PLACE MATERIALS MEETING THE REQUIREMENTS OF THIS STANDARD DRAWING. ANY ADDITIONAL MATERIALS OR COSTS ASSOCIATED WITH THE USE OF PRECAST SHALL BE PAID FOR BY THE CONTRACTOR AND MAY NOT BE CHARGED TO SCDOT.

28. THE CONTRACT UNIT PRICE FOR DROP INLETS SHALL INCLUDE THE COST OF FURNISHING ALL MATERIALS* (BUILT I N PLACE OR PRECAST). AND WORK INCIDENTAL TO THE CONSTRUCTION OF THE STRUCTURE COMPLETE I N PLACE AS SHOWN. INCLUDING THE CURB AND GUTTER. I N ACCORDANCE WITH THE SCDOT STANDARD SPECIFICATIONS FOR HIGHWAY CONSTRUCTION (LATEST EDITION).

29. PRECAST CONCRETE CIRCULAR STRUCTURES ARE REQUIRED FOR THE FOLLOWING APPLICATIONS UNLESS PROHIBITED BY THE PLANS OR SPECIAL PROVISIONS.

( a ) ON DRAINAGE STRUCTURES WITH A DEPTH EQUAL TO OR GREATER THAN 1 2 FEET.

( b ) ON DRAINAGE STRUCTURES WHERE THE FLOW L I N E ELEVATION OF THE INLET P I P E I S EQUAL TO OR HIGHER THAN THE INSIDE TOP (SOFFIT ) OF THE OUTLET PIPE.

( 0 1 AS REQUIRED BY THE PROJECT PLANS.

l/a' GAP BETWEEN FRAME AND GRATE ON ALL SIDES

24 "X24 "DROP INLET

24"X24" FRAME AND GRATE

24 "X24 " FRAME AND GRATE

Z

2 I- 1. ALL MATERIALS, DESIGN. MANUFACTURE. TESTING AND PRODUCT a PERFORMANCE FOR PRECAST CONCRETE COMPONENTS AND ACCESSORIES

SHALL BE I N ACCORDANCE WITH AASHTO M 199 AND SECTION 719 OF THE SCDOT STANDARD SPECIFICATIONS FOR HIGHWAY CONSTRUCTION (LATEST EDITION).

2. FOR PRECAST CONSTRUCTION A MINIMUM OF CLASS 4000P CONCRETE SHALL BE USED.

3. DROP INLET (24"X24" ) INLET ADAPTORS ARE DESIGNED TO BE REVERSIBLE AND CAN BE ROTATED UP TO 1 8 0 DEGREES TO SATISFY F IELD CONDITIONS. ENGINEER SHALL NOTE BOX POSITION ON F INAL PLANS WHEN DIFFERENT FROM STANDARD.

INLET ADAPT0 4. ALL DROP INLET ( 2 4 " ~ 2 4 " ) INLET ADAPTOR SLABS ARE TO BE A MINIMUM OF 8 INCHES THICK WITH THE REINFORCING STEEL PLACED RELATIVE TO THE DROP INLET OPENING-

PLACE MASON I TE 5. REINFORCING STEEL SHALL BE ASTM A-706. LOW-ALLOY STEEL

SHIMS AND GROU DEFORMED BARS FOR CONCRETE REINFORCEMENT. GRADE 60. AS REQUIRED TO ACHIEVE PROPER B~~c~~ :ED~~~ t : : , 6. USE OF INLET ADAPTOR SLABS ON EXISTING BOXES MUST BE ELEVATION APPROVED BY THE ENGINEER BEFORE INSTALLATION.

71 9-001 -04 1 71 9-009-04, 71 9-1 10-02 9

BUILT I N PLAC 71 9505-03 971 9-330-02 CUT BARS MINIMUM

8. THE ADAPTOR SLAB AS SHOWN I S DESIGNED FOR HS 25 L I V E

9.CHAIRS ARE TO BE USED TO POSITION THE STEEL MATS I N THE ADAPTOR SLAB.

( 2 1 #6 BARS 10. RISERS MUST BE PLACED BETWEEN BOX AND INLET ADAPTOR AND MAY NOT BE PLACED BETWEEN INLET ADAPTOR AND DROP INLET.

DROP INLET ( 24 "X24 " 1 INLET ADAPTER FOR A 6 ' X6' BOX ( 8 8 "X88 "X8 " 1 ~~~~TI :~:~T~~4;~: : ; :LED

11. SEE DRAWINGS I N SECTION 719-105-01 OF THE STANDARD DRAWINGS FOR DETAILS ON DROP INLETS.

PLAN VIEW SHOWING REINFORCING SEE ALSO 719-105-01 12. SEE SCDOT STANDARD DRAWINGS 719-315-00 AND 719-305-00 FOR APPROPRIATE BOX SIZE BASED ON P I P E DIAMETERS REQUIRED.

INLET ADAPTOR 13. SUPPLY PRECAST CONCRETE COMPONENTS FOR DRAINAGE ITEMS

~ = 5 AT EACH LOCATION FROM A SINGLE SOURCE PRECAST MANUFACTURER FRONT INSIDE EDGE OF B THAT HAS BEEN INSPECTED AND APPROVED BY THE MATERIALS AND

D=11/;' STANDARD INSTALLATION (SEE NOTE 3 1 RESEARCH ENGINEER. SUPPLY ALL INTERCHANGEABLE PRECAST

PARTS ON ENTIRE PROJECT FROM A SINGLE SOURCE MANUFACTURER LISTED ON QUALIFIED PRODUCT L ISTING 1 4 UNLESS APPROVED BY RCE. ITEMS FROM MULTIPLE MANUFACTURERS SHOULD NOT BE INSTALLED I N INDIVIDUAL LOCATIONS.

14. THE USE OF PRECAST UNITS WILL NOT RELIEVE THE CONTRACTOR OF THE RESPONSIBILITY OF OBTAINING SATISFACTORY INSTALLATIONS. SEE STANDARD DRAWINGS FOR PRECAST CONCRETE DRAINAGE BOX OR STRUCTURE FOR ADDITIONAL DETAILS AND

r - - - - - - - - - SPECIFICATIONS.

15. L I F T HOLES AND/OR DEVICES MAY BE PLACED-AS NECESSARY. ALL L I F T HOLES SHALL BE GROUTED SHUT PRIOR TO COMPLETION OF THE INSTALLATION. ALL L IFT ING METHODS MUST MEET OSHA

0000 REGULATIONS.

0000 MARCH 31 2008

0000 16. THE CONTRACTOR SHALL USE MANUFACTURERS LISTED ON 0000 QUALIFIED PRODUCT L ISTING 1 4 FOR PRECAST ITEMS ON THIS 0000 DRAWING. THE PRECAST MANUFACTURER SHALL FOLLOW THE

POLICY SET FORTH ON THE QUALIFED PRODUCT L ISTING 14.

17. CONTRACTOR MAY SUBMIT DESIGN DRAWINGS AND CALCULATIONS FOR MODIFICATIONS TO THIS ITEM ON A PROJECT BY PROJECT BASIS. MODIFICATIONS TO THESE ITEMS WILL NOT BE LISTED

ON ANY QUALIFIED PRODUCT L IST. SUBMIT ALL PROPOSALS FOR PROJECT SPECIFIC MODIFICATIONS TO THE RESIDENT ENGINEER FOR REVIEW BY THE ENGINEER OF RECORD.

18. JOINTS BETWEEN INSTALLED PIECES AND PRECAST ITEMS TO BE PLACED SHALL BE SEALED WITH A GROUT L I F T OR AN APPROPRIATE PLASTIC PREFORMED GASKET (FROM QUALIFIED PRODUCT L I S T 1 3 ) .

19.THE CONTRACT UNIT PRICE FOR DROP INLETS WITH STANDARD BOX SHALL INCLUDE THE COST OF FURNISHING ALL MATERIALS, INCLUDING INLET ADAPTOR. INLET SYSTEM. AND DRAINAGE BOX. AND WORK INCIDENTAL TO THE CONSTRUCTION OF THE STRUCTURE

SOUTH CAROLINA OEPARTMENT OF TRANSPORTATION

B=3' COMPLETE I N PLACE AS SHOWN I N ACCORDANCE WITH THE SCDOT DESIGN STANDARDS OFFICE STANDARD SPECIFICATIONS FOR HIGHWAY CONSTRUCTION 955 PARK STREET (LATEST EDITION). ROOM 405

20. PRECAST CONCRETE CIRCULAR STRUCTURES (AS SHOWN ON COLUMBIAt SC 29201

719-420-00) ARE REQUIRED FOR THE FOLLOWING APPLICATIONS UNLESS PROHIBITED BY THE PLANS OR SPECIAL PROVISIONS.

TABLE 71 9-1 05D ( a ) ON DRAINAGE STRUCTURES WITH A DEPTH EQUAL TO OR GREATER THAN 1 2 FEET.

STD. DRAWINGS OF INLET ADAPTORS ( b ) ON DRAINAGE STRUCTURES WHERE THE FLOW L I N E ELEVATION THAT HAVE SIMILAR STRUCTURAL OF THE INLET PIPE I S EQUAL TO OR HIGHER THAN THE INSIDE

TABLE 719-105C PRECAST ITEMS TOP (SOFFIT) OF THE OUTLET PIPE.

DROP INLET (24"X24" ) INLET ADAPTOR FOR 4 x 4 BOX (64"X64"X8") ( c ) AS REQUIRED BY THE PROJECT PLANS. DROP INLET (24"X24" ) INLET ADAPTOR FOR 5 x 5 BOX ( 76"X76"XB1' DROP INLET (24"X24" ) INLET ADAPTOR FOR 6 x 6 BOX (88"X88"X8") 21. THE PAY ITEM SHALL BE

JB SHALLOW 719-330-02 SEE ALSO 7 1 9-1 05-01 . 71 9-305-00. 8 71 9-31 0-00 DROP INLET ( 24 "X24" 1 WITH STANDARD 4' DROP INLET (24"X24" )WITH STANDARD 5 '

P

H 719-105-03 FOR T H I S ITEM. DROP INLET (24"X24")WITH STANDARD 6 ' DROP INLET (24"X24")WITH MODIFIED 8 0

DETAIL DROP INLET (24"X24" 1 INLET ADAPTOR FOR - 5 IX5 ' BOX (76"X76"X8")

A=l I/$

8=4 " c=3 " D=1 I/$

SEE QUALIFIED PRODUCT L I S T 14 FOR MANUFACTURERS OF 1. SEE 719-105-01 FOR DROP INLET ( 2 4 x 2 4 ) . FOR BUILT I N PLACE CONSTRUCTION OF THE CATCH BASIN WALLS. EITHER BRICK MASONRY (WALLS ONLY) OR C I P CLASS 3000 CONCRETE MAY BE USED. FOR PRECAST CONSTRUCTION* A MINIMUM OF CLASS 4000P CONCRETE SHALL BE USED.

2. CONCRETE WALLS ARE TO BE 6 " THICK WITH A MINIMUM REINFORCING STEEL AREA 0.20 SQUARE INCHES PER FOOT UNLESS NOTED. FOR BRICK. THE WALLS ARE TO BE 8 " THICK

LAB (PC OR CIP 4D1X52"X6") CONCRETE BRICK AND SIMILAR SOLID UNITS SHALL CONFORM TO THE REQUIREMENTS OF ASTM C 55. GRADE S-11. THE INTERIOR DIMENSIONS ARE TO REMAIN AS SHOWN FOR EITHER TYPE OF CONSTRUCTION.

RICK WALLS ( 8 " ) 3. THE BOTTOM SLAB OF THE BOX SHALL BE A MINIMUM OF 6 " THICK REINFORCED CONCRETE (CLASS 3000 OR 4000P) WITH A REINFORCING STEEL AREA OF 0.20 SQUARE INCHES PER FOOT. WIRE MESH BE USED I N L I E U OF STEEL BARS PROVIDED A MINIMUM OF 0.20 SQUARE INCHES PER FOOT I S MET-


5. REINFORCING STEEL SHALL BE ASTM A-706. LOW-ALLOY STEEL DEFORMED BARS FOR 4 FT. LONG 1 FT- WIDE CONCRETE REINFORCEMENT. GRADE 60. WIRE MESH SHALL CONFORM TO AASHTO M 55 AND M. (FOR SUBGRADE DRAIN)

6. SEE STANDtRD DRAWING 719-550-00 FOR STEPS. WHICH ARE REQUIRED WHEN STRUCTURE DEPTH EXCEEDS 4'-6 .

GRADE L I N E OF 7. SEE STANDARD DRAWINGS 719-420-00 AND 719-425-00 FOR DEPTHS GREATER THAN 12 ' . PRECAST CONCRETE CIRCULAR DRAINAGE STRUCTURES ARE REQUIRED WHEN THE DEPTH FROM THE TOP OF TH E DRAINAGE BOX BOTTOM SLAB TO THE TOP OF THE GROUND EXCEEDS 12'-0".

8. LOCATION AND SIZE OF PIPES ARE S ITE SPECIFIC. (SEE DRAINAGE PLANS). THE BOTTOM OF THE CATCH BASIN I S TO BE GROUTED TO THE LOWEST FLOW L INE ELEVATION OF ALL PIPES.

BOTTOM SLAB I S CAST I N PLACE WITH PIPES INSTALLED. BOTTOM SLAB THICKNESS MUST BE ACHIEVED BEYOND PIPE OUTSIDE DIAMETER-

9. THE FLOOR OF THE BASIN MUST SLOPE I N THE DIRECTION OF THE OUTLET PIPE AS SHOWN AND THE INSIDE OF OUTLET PIPE SHALL BE FLUSH WITH FLOOR OF BASIN.

10. SEE STANDARD DRAWING 719-305-00 OR 719-310-00 FOR MAXIMUM PIPE DIAMETERS. THE PIPE SIZES PENING I N WALL OPTION SHOWN ARE MAXIMUM FOR BRICK AND PRECAST BOXES WHEN PIPE ENTERS PERPENDICULAR AND AT THE CENTER PPROXIMATELY OF THE BOX WALL- CONTRACTOR SHOULD CONFIRM THAT PIPE USED F I T S APPROPRIATELY INTO BOX.

FRAME AND GRATE NOTES:

11. ALL CASTINGS SHALL CONFORM TO AASHTO M 105. CLASS 358 AND THE SPECIFICATIONS OF AASHTO M 306

12. ( a ) STEEL GRATES AND FRAME MAY BE USED I N L I E U OF CAST IRON AS LONG AS THE LOADING (NOTE 1 2 d ) AND HYDRAULIC REQUIREMENTS ARE MET. AND ARE ON THE DEPARTMENT'S L I S T OF APPROVED SUPPLIERS. (QUALIFIED PRODUCT L I S T 4 5 )

( b ) STEEL GRATES SHALL BE HOT D I P GALVANIZED I N ACCORDANCE WITH AASHTO M 111. ( C ) STEEL GRATES AND FRAMES SHALL BE DIMENSIONED TO BE INTERCHANGEABLE WITH EACH PIECE

OF THE CAST IRON GRATE AND FRAME SHOWN. STEEL GRATES MUST HAVE POSITIVE MEANS TO BE RETAINED I N THE FRAME.

( d l STRENGTH REQUIREMENTS OF STEEL GRATES AND FRAMES MUST MEET AASHTO M 306 (el MANUFACTURERS DESIRING TO BE PLACED ON THE DEPARTMENT'S QUALIFIED PRODUCT L I S T

XY RESIN ADHESIVE SHOULD CONTACT THE MATERIALS AND RESEARCH ENGINEER FOR PROCEDURES. ASHTO M 235.

13. THE LONGEST DIMENSIONS OF THE OPENING I N THE IRON GRATE SHOULD BE ORIENTED I N THE DIRECTION OF FLOW* IFIPlvACTICABLE. THIS GRATE I S NOT SUITABLE FOR PEDESTRIAN TRAFFIC BECAUSE GRATE OPENINGS EXCEED/2 .

DROP INLET 14. AS SHOWN BY THIS DRAWING. THE FRAME I S SET LEVEL* BUT THE RESIDENT CONSTRUCTION ENGINEER MAY SET SAME ON SLOPE AS REQUIRED BY LOCAL DRAINAGE CONDITIONS.

15. AFTER THE FRAME I S SET I N ITS FINAL POSITION. I T I S TO BE ENCASED WITH CONCRETE AS SHOWN BY DRAWING.

16. ALL MANUFACTURING PROCESSES FOR THE FRAME AN0 GRATE MUST OCCUR I N THE UNITED STATES.

PRECAST NOTES:


18. L I F T HOLES AND/OR DEVICES MAY BE PLACED AS NECESSRY. ALL L I F T HOLES SHALL BE GROUTED SHUT PRIOR TO COMPLETION OF THE INSTALLATION. ALL L IFT ING METHODS MUST MEET OSHA REGULATIONS.

19. THE CONTRACTOR SHALL USE A SINGLE SOURCE MANUFACTURER CHOSEN FROM THE L I S T ON QUALIFIED PRODUCT L I S T 1 4 FOR PRECAST ITEMS ON THIS DRAWING.

20. FOLLOW QUALIFIED PRODUCT POLICY 1 4 I N ORDER TO BE LISTED ON QUALIFIED PRODUCT L I S T 14.

21. CONTRACTOR MAY SUBMIT DESIGN DRAWINGS AND CALCULATIONS FOR MODIFICATIONS TO THIS ITEM ON A PROJECT BY PROJECT BASIS. MODIFICATIONS TO THESE ITEMS WILL NOT BE LISTED ON ANY QUALIFIED PRODUCT L IST . SUBMIT ALL PROPOSALS FOR PROJECT SPECIFIC MODIFICATIONS TO THE RESIDENT ENGINEER FOR REVIEW BY THE ENGINEER OF RECORD.

:t2 JOINTS BETWEEN INSTALLED PIECES AND PRECAST ITEMS TO BE PLACED SHALL BE SEALED WITH GROUT L I F T OR AN APPROPRIATE PLASTIC PREFORMED GASKET (FROM QUALIFIED PRODUCT L I S T 13.)

ON ALL SIDES PRECAST INSTALLATION NOTES:

23. BED SHALL BE PREPARED AND COMPACTED FOR PRECAST DRAINAGE STRUCTURE AS REQUIRED BY SCDOT STANDARD SPECIFICATIONS FOR PRECAST ITEMS. ELEVATION OF BEDDING MATERIAL SHALL BE APPROPRIATE TO ACCOMMODATE ELEVATION OF ALL PIPES AND REQUIRED BOX TOP ELEVATION.

24. PLACE AND LEVEL PRECAST BOX OR SLAB.

SOUTH CAROLINA DEPARTMENT OF TRANSPORTATION 25. PIPES SHALL BE INSTALLED AND GROUTED I N PLACE.

DESIGN STANDARDS OFFICE 26. PIPES AND BOX SHALL BE BACKFILLED AND COMPACTED AS REQUIRED BY SCDOT STANDARD

955 PARK STREET SPECIFICATIONS.

ROOM 405 27. ANY LOCATION WHERE THE ABOVE REQUIREMENTS CANNOT BE MET SHALL BE COMPLETED USING CAST I N PLACE MATERIALS MEETING THE REQUIREMENTS OF THIS STANDARD DRAWING. ANY ADDITIONAL MATERIALS OR COSTS ASSOCIATED WITH THE USE OF PRECAST SHALL BE PAID FOR BY THE CONTRACTOR AND MAY NOT BE CHARGED TO SCOOT.

28. THE CONTRACT UNIT PRICE FOR DROP INLETS SHALL INCLUDE THE COST OF FURNISHING ALL MATERIALS. (BUILT I N PLACE OR PRECAST). AND WORK INCIDENTAL TO THE CONSTRUCTION OF THE STRUCTURE COMPLETE I N PLACE AS SHOWN. INCLUDING THE CURB AND GUTTER. I N ACCORDANCE WITH THE SCDOT STANDARD SPECIFICATIONS FOR HIGHWAY CONSTRUCTION (LATEST EDITION).

29. PRECAST CONCRETE CIRCULAR STRUCTURES (AS SHOWN ON 719-420-00) ARE REQUIRED FOR THE FOLLOWING APPLICATIONS UNLESS PROHIBITED BY THE PLANS OR SPECIAL PROVISIONS-

( a ) ON DRAINAGE STRUCTURES WITHA A DEPTH EQUAL TO OR GREATER THAN 1 2 FEET.

GRATE ( b ) ON DRAINAGE STRUCTURES WHERE THE FLOW L I N E ELEVATION OF THE INLET PIPE I S EQUAL TO OR HIGHER THAN THE INSIDE TOP (SOFFIT) OF THE OUTLET PIPE.


30. THE PAY ITEM SHALL BE: DROP INLET (24"X36")-----------------EA

FOR THIS ITEM.

GAP BETWEEN FRAME AND GRATE ON ALL SIDES

24"X36" FRAME - AND GRATE

T BARS MINIMUM I " CLEAR FROM

SECTION S I D E E L E V A T I O N D R O P INLET -

I N L E T ADAPTOR

NOTES:

1 . A.. MATER1A.S. I l l S l c h , MAh.FACT.2lhG, T E S T l h G A h 0 PRODLCT PCRFOllklAKCE FOR PRECASI L'LlhCdL It COU"0hEhTS A Z O ACCl S S O l i l i S ,SilA.. 3E l h ACCLII IAhCI. D I T H AAS-TU M I q S &$..I \I C I I .I\ 1 1 9 CI 1-11 SLIl111 STAkOARU 5 b L L I I I C A T I I I \ S FLR n l l i r l h A l L ( ~ ~ S I I I . C I I U ~ ~ . A I L ~ I L > I I l l . h l .

?;,,,FOfi_PREE?ST CONSTRUCTION. A MIN IMUM OF CLASS 4 0 0 0 P CONCRETE

3 . OROP I N L E T ( 2 4 " X 3 6 " 1 I N L E T AOAPTORS ARE DESIGNEO TO BE REVERSIBLE AN0 CAN B E ROTATED UP TO 1 8 0 DEGREES TO S A T I S F Y F I E L D E?$b"!'!fi"S;,,NNF!"EFm2HALL NOTE BOX P O S I T I O N ON F I N A L PLANS WHEN

RFACE 4. ALL OROP I N L E T ( 2 4 " X 3 6 " 1 I N L E T ADAPTOR SLABS ARE TO BE A MIN IMUM OF 8 INCHES T H I C K WITH THE REINFORCING STEEL PLACED

... AS REQUIRED TO ACHIEVE PROPER ~~~~::fl::!$,.oO16. USE OF I N L E T ADAPTOR SLABS ON E X I S T I N G BOXES MUST BE APPROVED -- BY THE ENGINEER BEFORE INSTALLATION.

INLET ADAPTOR FOR 4 ' X 4 ' BOX (64 'X64 'X8" ) A=%''<

8=3" r s u

INLET ADAPTOR F O R 5 ' X 5 ' BOX ( 7 6 " X 7 6 " X 8 " 1

13 . SUPPLY PRECAST CONCRETE COMPONENTS FOR DRAINAGE ITEMS AT

FRONT INSIDE EDGE OF EACH LOCATlON FROM A S I N G L E SOURCE PRECAST MANUFACTURER THAT HAS

STANDARD INSTALLATION BEEN INSPECTED AN0 APPROVED BY THE MATERIALS AND RESEARCH

(SEE NOTE II ENGINEER. SUPPLY ALL INTERCHANGEABLE PRECAST PARTS ON ENTIRE PROJECT FROM A S I N G L E SOURCE MANUFACTURER L I S T E D ON Q U A L I F I E D PROOUCT L I S T 1 4 UNLESS APPROVED BY RCE. ITEMS FROM MULTIPLE MANUFACTURERS SHOULD NOT B E INSTALLED I N I N O I V I O U A L LOCATIONS.

THAT HAVE S I M I L A R STRUCTURAL

14. 1~11 . 5 L C F P R E C A j T . . h l l S n l h!ll I1 I I I I 1 - 1 T l l h l l l A C I O I I I I F I ~ L l i ~ . ~ ~ . o h ~ ~ n i ~ I T , OF O ~ I A I ~ I , . ; s n r 15 , nr IIII~Y I ~ S I A . I A I I I I~S . c i ~ STnhO.\l l l l l I lAn! r .LS FOR P?ECATT-CLMlc l I I I. 1Alr.ALI I i LA [Ill : l , ~ . ~ ; l ~ . , l L FOR ADDlT lCMAi i'l 1Al.S A h 0 S P r C I F ICATIUI.:

DESIGN

CB TYPE 9 719-009-04 D l 24 "XZ4" 719-105-02 D l 2 4 " X 3 6 " 719-110-02 MANHOLE 719-505-03

1 5 . L I F T HOLES AND/OR OEVICES MAY BE PLACED AS NECESSARY. ALL L l F T HOLES SHALL BE GROUTED SHUT PRIOR TO COMPLETION OF THE INSTALLATION. A L L L I F T I N G METHODS MUST MEET OSHA REGULATIONS.

1 6 . THE CONTRACTOR SHALL USE MANUFACTURERS L I S T E D ON Q U A L I F I E D PRODUCT L l S T 1 4 FOR PRECAST ITEMS ON T H l S DRAWING. PRECAST MANUFACTURER SHALL FOLLOW O U A L I F I E O PRODUCT P O L I C Y 1 4 BEFORE SUPPLYING T H I S I T E M ON SCOOT PROJECTS.

1 7 . CONTRACTOR MAY SUBMIT DESIGN DRAWINGS AND CALCULATIONS FOR MOOIF lCAT lONS TO T H l S I T E M ON A PROJECT BY PROJECT BASIS . M O O l F l C A T l O N S TO THESE ITEMS W I L L NOT B E L I S T E D ON ANY Q U A L I F I E D PROOUCT L I S T . SUBMIT A L L PROPOSALS FOR PROJECT S P E C I F I C MODIF ICATIONS TO THE RESIDENT ENGINEER FOR REVIEW BY THE ENGINEER OF RECORD.

T A B L E 7 1 9 - 1 l O C P R E C A S T I T E M S

D R O P INLET ( 2 4 " X 3 6 " ) INLET A D A P T O R F O R 4 x 4 B O X ( 6 4 " X 6 4 " X 8 " )

D R O P INLET ( 2 4 " X 3 6 " 1 INLET A D A P T O R F O R 5x5 B O X ( 7 6 " X 7 6 " X 8 " 1

D R O P INLET ( 2 4 " X 3 6 " ) INLET A D A P T O R F O R 6x6 B O X ( 8 8 " X 8 8 " X 8 " 1 SEE A L S O 719-105-01. 719-310-00. 8 719-305-00

I I 18 . JOINTS BETWEEN INSTALLED [I,fCES AND PRECAST ITEMS TO BE PLACED SHALL BE SEALED WITH A GROUT L l F T OR AN APPROPRIATE P L A S T I C PREFORMED GASKET (FROM ~ U A L ~ F I E D PRODUCT L l S T 13 . I

DETAIL 19 . THE CONTRACT U N I T P R I C E FOR OROP I N L E T S WITH STANOARD BOX I N S T A L L E D SHALL INCLUDE THE COST OF FURNISHING ALL MATERIALS. INCLUDING OROP INLET ( 2 4 " X 3 6 " 1 I N L E T ADAPTOR. I N L E T SYSTEM. AND DRAINAGE BOX. AND WORK

INLET ADAPTER INCIDENTAL TO THE CONSTRUCTION OF THE STRUCTURE COMPLETE I N PLACE AS SHOWN I N ACCORDANCE WITH THE SCOOT STANDARD S P E C I F I C A T I O N S FOR HIGHWAY CONSTRUCTION ( L A T E S T E O I T I O N I .

2 0 . PRECAST CONCRETE CIRCULAR STRUCTURES ( A S SHOWN ON 719-420-001 ARE REQUIRED FOR THE FOLLOWING APPLICATIONS UNLESS P R O H l B l T E D BY THE PLANS OR SPECIAL PROVISIONS.

( a 1 ON DRAINAGE STRUCTURES WITH A DEPTH EQUAL TO OR GREATER THAN 1 2 FEET.

( b l ON DRAINAGE STRUCTURES WHERE THE FLOW L I N E ELEVATION OF THE I N L E T P I P E 1 5 EQUAL TO OR HIGHER THAN THE I N S I D E TOP ( S O F F I T 1 OF

\ THE OUTLET P I P E .

( c l AS REQUIREO 8 Y THE PROJECT PLANS.

21 . THE PAY I T E M SHALL BE DROP I N L E T 1 2 4 " X 3 6 " 1 WlTH STANOARD 4 ' X 4 '

BOX ................. E A. DROP I N L E T 1 2 4 " X 3 6 " 1 WITH STANDARD S ' X 5 '

BOX ................. EA. OROP I N L E T 1 2 4 " X 3 6 " 1 WITH STANDARD b ' X 6 '

BOX.... . ............ EA. DROP I N L E T 1 2 4 " X 3 6 " 1 WITH MODIF IED BOX

USE SHEETS 719-110-01 THROUGH 7 1 9 - 1 1 0 - 0 2 FOR T H I S ITEM. T H I S DRAWING I S NOT TO SCALE

MlALIFIED PRODUCT LIST I 3

/PRECONSTRUCTIONl SUPPORT ENGINEER

MARCH 3, 2008

DATE

Sam CbRDL,N> OeOARTeNT BF ,RkRSPm?TA,,OW

D E S I G N S T A N D A R D S O F F I C E 955 ROOM P A R K 405 STREET

C O L U M B I A . S C 29201

DROP I N L E T ( 2 4 "X36"

I N L E T ADAPTOR

EFFECTIVE LETTING DATE

NATIONAL DOCUMENTS - 71 SUPPORT ENGINEER

I MARCH 3, 2008 DATE 1

0 1 312008 1050 I GENERAL REVISIONS # I DATE I CHK I DESCRIPTION

STANDARD DRAWING DROP INLET

TYPE 112 DETAIL

T A B L E 71 9-1 1 2 A OlMENSlON LABEUBUILT I N PLACE OPTION1 PRECAST OPTION

A 1 8 " I 6" B 4'-4" !SEE 719-305-00 OR 719-310-00

FRONT ELEVATION DROP INLET T Y P E 112

SB"," CA80LlWh nEPmTMmT CG TRANSPORTAT,rn



+zo:i SLOPE 120: l SLOPE OPTIONAL TOP EL. OF C I P BOTTOM NORMAL DITCH SLOPE SLAB I F P I P E I S

I I -

I - - - - - - - - -4- - - - - _ N D R % L - D ~ C ~ ILO_PE- INSTALLED BEFORE SIDE ELEVATION SLAB 4 ' -0" I 4 ' + " L

NOTE: CONSTRUCT OITCH GRADE AS SHOWN I N SECTION C WHEN NORMAL GRADE 15 EOUAL TO OR GREATER THAN 2 .00s

FRONT E L E V A T I O N

S I D E E L E V A T I O N v PAVING AND D I T C H D E T A I L S

THIS DRAWING 1 5 NOT TO SCALE

I, CHAMFER ON ~ E R D OF PIPE

3 " SCHEDULE 80 STEEL,,PIPE r. OUTSIDE OIAMETER=3.5 WALL THICKNESS=0.300''

rL4"X4"X3+"

OR MASONRY

DETAIL@ \ I L L P U I ~ L ~ PLAN VIEW

FRAME

L~'x~"X'I< I

- FB4"X1,;'

- NOTE 16

G

OTE 18

2=&%@ OF FRAME

I TABLE 71 9-1 12C I

T H I S I T E M MAY ONLY BE USED I N AREAS WHERE PEDESTRIANS ARE P R O H I B I T E D SUCH AS INTERSTATE MEDIANS.

DESCRIPTION

WELDS

NOTE l6>-~-l -

G

ADA

GRATE v WELD

s%%-@ OF GRATE

NON ADA B I C Y C L E

TABLE 71 9-1 1 2 8

TYPE D l 1 1 2 BOTTOM SLAB ( 5 2 " X 5 2 " X 6 " )

SEE ALSO 7 1 9 - 3 0 5 - 0 0 AND 7 1 9 - 3 1 0 - 0 0 VEHICLE

GENERAL NOTES:

1 . FOR B U I L T I N PLACE CONSTRUCTION OF THE DROP INLET. EITHER BRTCK MASONRY (WALLS ONLY) OR CIP CLASS 3 0 0 0 CONCRETE MAY BE USED. FOR PRECAST CONSTRUCTION. A MINIMUM OF CLASS 4OOOP CONCRETE SHALL B E USED.

2 . CONCRETE WALLS ARE TO BE 6" THICK WITH A MINIMUM REINFORCING STEEL AREA OF 0 .20 SOUARE INCHES PER FOOT UNLESS NOTED. FOR BRICK. THE WALLS ARE TO BE 8 " THICK. CONCRETE BRICK AND SIMILAR SOLED UNITS SHALL CONFORM TO THE REQUIREMENTS OF 15TM C 55. GRAOE S-11. THE INTERIOR OIMENSIONS ARE TO REMAIN A 5 SHOWN FOR EITHER TYPE OF CONSTRUCTION.

3 . THE BOTTOM SLAB OF THE BOX SHALL B E A MINIMUM OF 6" THICK REINFORCFO CONCRETE (CLASS 3 0 0 0 OR 4OOOPl WITH A REINFORCING STEEL AREA W 0 .20 SQUARE INCHES PEA FOOT. WIRE MESH MAY 8E USED I N LIEU OF STEEL BARS PROVIDED A MINIMUM OF 0.20 SOUARE INCHES PER FOOT I S UET.

4 . MORTAR SHALL BE TYPE 5 OR M.

5 . REINFORCING STEEL SHALL BE ASTM 41-706. LOW-ALLOY STEEL DEFORMED BARS FOR CONCRETE REINFORCEMENT. GRAOE 60. WIRE MESH SHALL CONFORM TO AASHTD M 5 5 AND M 221.

6. SEE STANOARO DRAWING 719150-00 FOR STEPS. W l C H ARE REOUIREO W E N STRUCTURE OEPIW EYCEEOS 4'-6".

7. SEE STANOARO DRAWINGS 719-420-00 AND 719-425 -00 FOR DEPTHS GREATER THAN 12 ' . PRECAST CONCRETE CIRCULAR ORAINAGE STRUCTURES ARE REQUIRED WHEN THE DEPTH FROM THE TOP OF THE ORbllNAGE BOX BOTTOM SLAB TO THE TOP OF THE GROUNO EXCEEDS 12'-OX.

9. SEE STANDARD DRAWING 719-305-00 OR TIP-310-00 FOR MlXIMUM P I P E DIAMETERS. THE PIPE S I Z E S SHOWN ARE MAXIMUM FOR BRICK AN0 PRECAST BOXES WHEN P l P E ENTERS PERPENDICULAR AND AT THE CENTER OF THE 80X WALL. CONTRACTOR SHOULD CONFIRM THAT P l P E USED FITS APPRDPRZATELI INTO BOX.

STEEL FRAME AN0 GRATE NOTES: 1SEE OUALIF IEO PRDOUCi 1167 $51

10. EXTRA STRONG STEEL PIPE SHALL CONFORM TO ASTM A 53. NPZ-3. SCHEOULE 80. SCHEDULf 80 HAS A WALL THICKNESS = 0.300". A MILL TEST CERTIFICATION SHALL 8E OBIAINEO FOR EACH SHrPMENT AND THE PIPE SHALL BE MARKED 'ASTM bi 53' GRAOE 8.

11 . STRUCTURAL STEEL FOR ANGLES AN0 BARS SHALL CONFORM 10 AASHTO M 270. ORiiOE 36. A MlLL TEST CERTIF ICATION SHALL BE OBTAlNEO FOR EACH SHIPMENT AND W O E AYdlLABIE TO THE RESIDENT ENOINEER.

12. PAINT SHALL CONSIST OF TWO COATS OF PRIMER AND ONE conT OF FINISH BLACK. THE P R ~ M E R SHALL BE ZINC-IRON OXlOE BASE. THE F l N l Z H COAT SHALL BE BLACK ALKYO GLOSS ENAMEL. ALL PRODUCTS SHALL BE HIGH OUALITY COMMERCIAL PAINTS. TOTAL PAINT THiCKNEZS SHALL BE SEVEN MILS.

1 3 . ALL JOINTS SHALL BE PREPARED BY SAWING OR FLAME CUTTING WITH OIMENSIONIL VARIATIONS OF 1~8" MAX.

1 4 . ALL WELDING SHALL BE I N ACCORDANCE WITH THE LATEST RLOUlREMLNTS OF AASHTOIAWS D1.5 BRlOGE WELDlNG CODE.

15. J I G S SHALL BE USE0 OURiNG THE WELDING PROCESS TO ASSURE SOUARLNESS AN0 FLATNESS OF THE UNITS.

16. CORNERS MAY BE CUT AS sHam on cur souanE awo B u r r WELOEO. WELOS THAT ARE PART OF METAL BEARING SURFACES SHALL 8E GROUNO FLUSH.

17. EN05 OF TUBES SHALL BE BEVELED I N ANGLE CORNER TO ASSURE CONTACT BETWEEN TUBES AN0 ANGLE LEG.

IS. FLAT BAR 4"X1 " PLATES SHALL BE SOUARE BUTTED AN0 WELOEO BOTH S IDES AT EN0 JOINTS. EDGE SHALL B E WELDED CONTINUASLY ON W T S l O E OF FRAME WITH F I L L E T WELO.

19. BEFORE PAINTING. ALL MlLL SCALE. LOOSE RUST. AND OTHER CONTAMINATES SHALL B E REMOVED BY MEliNZ OF SANDELASTINO OR OTHER MEANS OF POWER CLEANlNG TO ESTABLISH ii CLEAN SURFACE.

PRECAST NOTES:

20. THE USE OF PRECAST UNITS WILL NOT RELIEVE THE CONTRACTOR OF THE R E Z P O N Z I B l L l T Y OF OBTAINING ZATIZFIICTORI INSTALLITLDNZ. SEE STANOARO DRAWINGS FOR PRECAST CONCRETE DRAINAGE BOX OR STRUCTURE FOR AOD~TIONAL DETAILS AN0 spEcrFrcarloas.

21. L I F T HOLES AND/OR IREEYlES MAY BE PLACED A5 NECESSARY. ALL LIFT HOLES SHALL BE GROUTED SHUT PRIOR TO COMPLETION OF THE INSTALLATION. ALL L I F T I N G METHODS MUST MEET OSHA REGULATIONS.

22. THE CONTRACTOR SHALL USE A SINGLE SOURCE MANUFACTURER CHOSEN FROM OUALIF IEO PROOUCT L l S T 1 4 FOR PRECAST ITEMS ON THIS DRAWING.

23. PRECAST MANUFACTURER SHALL FOLLOW OUALIF IED PROOUCT POLICY I 4 BEFORE SUPPLYING T H I S ITEM ON SCOOT PROJECTS.

24. CONTRACTOR MAY SUBMIT OESICN DRAWINGS AN0 CALCULATIONS FOR MOOIFICATIONS TO T H l S ITEM ON li PROJECT BY PROJECT BASIS. W D I F I C A T I O N S TO THESE ITEMS WILL NOT BE LISTED ON ANY OUALIFIEO PROOUCT LIST. SUBMIT A L L PROPOSALS FOR PROJECT SPECIFIC W D I F I C A T I O N S TO THE RESIDENT ENGINEER FOR REVIEW BY THE ENGINEER OF RECORD.

25. JOINTS BETWEEN INSTALLEO PIECES AND PRECAST ITEMS TO BE PLACED SHALL BE SEALEO WITH A 'br" GROUT L I F T OR AN APPROPRIATE PLASTIC PREFORMED GASKET IFRDM OUALIF IED PRODUCT L I S T 13.)

PRECAST (NSTALLATION NOTES:

26. BED SHALL BE PREPARED AND COMPACTED FOR PRECAST DRAlNliOE STRUCTURE AS REOUIREO BY SCDOT STANOARD SPECIF ICATIONS FOR PRECAST ITEMS. ELEVATION OF BEDOING MdiTERldiL SHALL 8E APPROPRIATE TO ACCOMMDOATE ELEVATIONS OF ALL PlPES AND R E W I R E D BOX TOP ELEVATION.

21. PLACE AND LEVEL PRECAST BOX.

28. PIPES SHALL BE lNSTbLLE0 AND GROUTED I N PLACE.

29. P I P E S AN0 BOX SHALL BE BACKFILLED AN0 COMPACTED AS REQUIRED BY ScDoT STANDARD S P E c l F l c A T r o N s .

30. A,., ncnrlnh IMCXE I,IL A ~ U I L ~ I O I I I I C W ~ ~ ~ S C A ~ \ O T 1~ *FT S-A.. BE COUP.ETEO . w x c CAST i h P.ACE L~IERIA.: C . I I ~ L 1 1 1 ~ 6, ~ . . ~ , ~ c r i h i s OF T ~ I S sTnhon"o ( R n r l h c . n*, n . ~ 1 1 1 ~ \ n . * a i ~ ~ c n . b LII~ C C ~ I ~ A:>ULII(IIO w l r e l ,sr PRELAII s.A.. BL PAI,. I U H k , r ,i C D ~ ~ T . I I T T C ~ nh? UA, h01 c..nnrrn ro 5mnr.

31. lilt TOI.T"nCT . & I T PRICE FLh U I U V l h C 15 1.4 II.Cl . O F TllF CO5T P i T . R h l S > > l h C A YnTFRln 5 . I , . I T it. 6 .ALL uh ~ L L I I S I I . .(LO .on& ib.rloihrn. r , lllr C O ~ S ~ , . * ~ I C ~ .i in^ \ r n i c i . ~ ~ CI*I.LIL II ?.ALL AL iliOlP. I h I\CCOII>ALTq . IT,# in< I :CL I \IAhlhhU I + L C I 6 IClltUhb I U H d l ; e l r l l CJI.5Id LI101. b i l 5 l k 1 1 1 1 0 . 1 .

32. T H l S ITEM WAS PREVIOUSLY REFERRED TO A 5 CATCH BASlN TYPE 12. ITEM NAME WAS CHANCED TO MATCH OTHER ORAINAGE STRUCTURE IFRMINI I IOGI .

3 3 . PRECAST CONCRETE CLRCULAR STRUCTURES l l i S SHOWN ON 719-420-001 ARE REOUlREO FOR THE FOLLDWLNG APPLICATION UNLESS PROHIB lTED BY THE PLANS OR SPECIAL PROVISIONS.

IOI ON ORAINAGE STRUCTURES WITH A OEPTH EQUAL 10 OR OREATER THAN 12 FEET.

( b l ON ORAINAGE STRUCTURES WHERE THE FLOW LINE ELEVATION OF THE iNLET PiPE LS EQUAL TO OR HIGHER THAN THE I N S I O E TOP I Z O F F i T I OF THE WTLET PIPE.

(01 AS REOUiREO BY THE PROJECT PLANS.

341 THE PAY ITEMS SHALL BE: DROP I N L E T TYPE 1 1 2 ........................... EA.

M55, AASHTO M221. AASHTO M270

SCDOT ODCUYNTS OUALIFIEO PRODUCT LlST 14, OUALIFIEO PRODUCT LIST 15, WALIFIEO PRODUCT LIST

JPRECONSTRUCTIONI SUPPORT ENGINEER

I MARCH I. 2008

DATE 1

SW," CmoLZMA QSPhrnThG"7 OF ,RbMsPm,A,,oH



DROP INLET TYPE 112

FRAME/GRATE

EFFECTIVE LETTING DATE MAY, 2008

PRODUCT L IST I3

tFKmmim SUPPORT ENGINEER


5-m CAROL,W& OePAmME#, Dr m A ~ s P ~ " T * , , ~

D E S I G N S T A N D A R D S O F F I C E 955 P A R K S T R E E T

ROOM 405 C O L U M B I A . S C 29201

DROP INLET TYPE 3 15

EFFECTIVE LETTING DATE MAY, 2009

DROP INLET 1 15 PLAN VIEW SHO/I!G REINFORCING

A=l /2 8=5" C=5" D=Il+" .

DETAIL SCAbE3$": 1 ' PLA 0 REINFORCING

SCALE w 4': 1 '

TABLE 71 9-1 15A

INSTALL ONLY I N LOCATIONS WHERE PEDESTRIAN/BICYCLE TRAFFIC I S PROHIBITED

NOTES: 1 . A L L MATERIALS. DESIGN. MANUFACTURE. TESTING AND PRDDUCT PERFORMANCE FOR PRECAST CONCRETE COMPDNENTS AND ACCESSORIES SHALL BE I N ACCORDANCE WITH AASHTO M 1 9 9 AND SECTION 7 1 9 OF THE SCDOT STANDARD S P E C I F I C A T I O N S FOR HIGHWAY CONSTRUCTION I L A T E S T E D I T I O N ) .

2 . FOR PRECAST CONSTRUCTION. A MINIMUM OF CLASS 4 0 0 0 P CONCRETE SHALL BE USED.

3. DROP I N L E T 1 1 5 I N L E T ADAPTORS ARE DESIGNED TD BE REVERSIBLE AND CAN BE RDTATED UP TO 1 8 0 DEGREES TO S A T I S F Y F I E L D CONDITIONS. ENGINEER SHALL NOTE BOX P O S I T I O N ON F I N A L PLANS WHEN DIFFERENT FROM STANDARD.

4. DPDP I N L E T TYPE 1 1 5 I N L E T ADAPTOR SLABS ARE TD BE A MIN IMUM OF 10 '2 INCHES THICK WlTH THE REINFORCING STEEL PLACED R E L A T I V E

DROP INLET 115 INLET ADAPTOR FOR 4 x 4 BOX ~64"XG4"X8"1 TO THE CATCH B A S I N OPENING.

DROP INLET 115 INLET ADAPTOR FOR 6 x 6 BOX lBB"XBB"XB"1 5 . REINFORCING STEEL SHALL BE ASTM A-706. LDW-ALLOY STEEL DEFORMED BARS FOR CONCRETE REINFORCEMENT. GRADE 6 0 .

6 . USE OF I N L E T ADAPTOR SLABS ON E X I S T I N G BDXES MUST BE APPROVED BY THE ENGINEER BEFDRE INSTALLATION.

7 . THE MAXIMUM OUTSIDE D IMENSIONS OF THE BOX SHALL NOT EXCEED THE OUTSIDE D IMENSIONS OF THE ADAPTDR SLAB WHEN USED ON NEW B R I C K OR PRECAST BDXES.

8 . THE ADAPTER SLAB AS SHOWN I S DESIGNED FOR HS 2 5 L I V E LOAD.

9 . CHAIRS ARE TO BE USED TO P O S I T I O N THE STEEL MATS I N THE ADAPTDR SLAB.

10 . R I S E R S MUST BE PLACED BETWEEN BOX AND I N L E T ADAPTOR AND MAY NOT B E PLACED BETWEEN I N L E T ADAPTOR AND DROP I N L E T 1 1 5 FRAME OR

CUT B A R S M I N I M U M GRATE.

1 " C L E A R FROM 11 . SEE DRAWING 7 1 9 - 0 1 5 - 0 2 FOR D E T A I L S OF CATCH B A S I N TYPE 1 5 FRAME AND GRATE. USE CATCH B A S I N TYPE 1 5 FRAME AND GRATE FOR DROP I N L E T TYPE 1 1 5 .

12 . SEE SCDDT STANDARD DRAWINGS 719-310-00 AND 719-305-00 FOR APPROPRIATE BOX S I Z E BASED ON P l P E DIAMETERS REQUIRED.

13 . DROP I N L E T TYPE 1 1 5 MAY B E USED T D RETROFIT CATCH B A S I N z El

TYPE 1 4 . 14MG. AND 1 4 T INSTALLATIONS. ENGINEER SHOULD EVALUATE

2 PERFORMACE OF TYPE 1 1 5 BEFORE RETROFITTING.

PRECAST NOTES:

t; 1 4 . SUPPLY PRECAST CONCRETE COMPONENTS FOR DRAINAGE ITEMS AT 0 EACH LOCATION FROM A S I N G L E SOURCE PRECAST MANUFACTURER THAT HAS < BEEN INSPECTED AND APPROVED BY THE MATERIALS AND RESEARCH

ENGINEER. SUPPLY ALL INTERCHANGEABLE PRECAST PARTS ON E N T I R E 2 PROJECT FROM A S I N G L E SOURCE MANUFACTURER L I S T E D ON Q U A L I F I E D i w OF PRODUCT L I S T 1 4 UNLESS APPROVED BY RCE. ITEMS FROM MULTIPLE

MANUFACTURERS SHOULD NOT BE INSTALLED I N I N D I V I D U A L LOCATIONS.

1 5 . THE USE OF PRECAST U N I T S W l L L NOT R E L I E V E THE CONTRACTOR OF THE R E S P O N S I B I L I T Y OF O B T A I N I N G SATISFACTORY INSTALLATIONS. SEE STANDARD DRAWINGS FOR PRECAST CONCRETE DRAINAGE BOX OR STRUCTURE

PLACE WSONITE FOR ADOlT IONAL D E T A I L S AND SPECIF ICATIONS. SHIUI *NO GROU I S REOUIREO TO RECAST ORALNACL

OX <SEE 719-3011101 1 6 . L I F T HOLES AND/OR DEVICES MAY BE PLACED AS NECESSARY. ALL L I F T HOLES SHALL BE GROUTED SHUT PRIOR TO COMPLETION OF THE I N S T A L L A T I O N . A L L L I F T I N G METHODS MUST MEET OSHA REGULATIONS.

BUILT O P T ~ O N tN (,(A)) #:% I N

17 . THE CONTRACTDR SHALL USE A S I N G L E SOURCE MANUFACTURER CHOSEN FROM THE L I S T ON Q U A L I F I E D PRODUCT L I S T 1 4 FOR PRECASl ITEMS ON T H I S DRAWING.

1I .FOLLOW Q U A L I F I E D PRODUCT P O L I C Y 1 4 I N ORDER TO B E L I S T E D ON Q U A L I F I E D PRDDUCT L I S T 1 4 .

OROUT L I N 19 . CONTRACTOR MAY SUBMIT DESIGN DRAWINGS AND CALCULATIONS FOR M D D I F I C A T I D N S TO T H I S I T E M ON A PROJECT BY PROJECT B A S I S .

SECT I ON M D D I F I C A T I O N S TO THESE ITEMS W l L L NOT B E L I S T E D ON ANY Q U A L I F I E D PRODUCT L I S T . SUBMIT ALL PROPOSALS FOR PROJECT S P E C I F I C MOOIF ICATIDNS TO THE RESIDENT ENGINEER FOR REVIEW BY THE ENGINEER OF RECORD.

2 0 . J O I N T S BETWEEN INSTALLED Pl,FCES AND PRECAST ITEMS TO B E PLACED SHALL B E SEALED WITH A GROUT L I F T OR AN APPROPRIATE PLASTIC PREFORMED GASKET (FROM'&UALIFIED PRODUCT LIST 1 3 . I

ITANOIRO INSTALLATION (SEE NOTE 3 1 2 1 . THE CONTRACT U N I T P R I C E FOR DROP I N L E T S WITH STANDARD BOX

SHALL INCLUDE THE COST OF FURNISHING ALL MATERIALS. INCLUDING I N L E T ADAPTOR. I N L E T SYSTEM. CATCH B A S I N 1 1 5 CAST IRON OR STEEL GRATES AS SHOWN I N THE PLANS, AND WORK INCIDENTAL TO THE CONSTRUCTION OF THE STRUCTURE COMPLETE I N PLACE AS SHOWN I N ACCORDANCE WlTH THE SCDOT STANDARD' S P E C I F I C A T I O N S FOR HIGHWAY CONSTRUCTION ( L A T E S T E D I T I O N I .

2 2 . PLACE ONE SET OF BUNDLED BARS BELOW FRAME I N ADAPTOR SLAB. ' I N S T A L L CONCRETE ANCHORS ( S E E 719-015-02 D E T A I L 2 1 TO CLEAR BUNDLED BARS.

2 3 . 0 0 NOT USE T H I S I T E M UNDER SUSTAINED TRAFFIC CONDITIONS.

2 4 . PRECAST CONCRETE CIRCULAR STRUCTURES ( A S SHOWN ON 7 1 9 - 4 2 0 - 0 0 1 ARE REQUIRED FOR T H E FOLLDWING APPLICATIONS UNLESS BY THE PLANS OR SPECIAL PROVISIONS.

l o 1 ON DRAINAGE STRUCTURES WITH A DEPTH EQUAL TO OR GREATER THAN 1 2 FEET.

l b l ON DRAINAGE STRUCTURES WHERE THE FLDW L I N E ELEVATION OF THE I N L E T P l P E I S EQUAL TO OR HIGHER THAN THE I N S I D E TOP ( S O F F I T ) OF THE OUTLET P I P E .

1 0 1 AS REQUIRED BY THE PROJECT PLANS.

25 . THE PAY I T E M SHALL BE DROP I N L E T 1 1 5 WITH STANDARD 4 ' X 4 ' BOX ... EA. DROP I N L E T 1 1 5 WITH STANDARD 5 ' X S ' BOX...EA . DROP I N L E T 1 1 5 WITH STANDARD 6 ' X 6 ' BOX...EA. DROP I N L E T 1 1 5 WITH M O D I F I E D BOX NO. -1...EA.

TRENCH D R A I N : WATER CAN ONLY ENTER STRUCTURE BY

F A L L I N G THROUGH HOLES I N A GRATE SYSTEM. SYSTEM S I Z E I S ADJUSTED BY I N S T A L L I N G

M U L T I P L E ADJACENT GRATES.

m

SO"," <mm,w DE?AR,MEN, or ,n&Msmm,Ar,DH



STANDARD DRAWING

SECTION 71 9-200

SUPPORT ENGINEER


SCOOT DOCUMENTS --

RELATED ORAWINGS 6 KEYWORDS 713-205-02


NOTES:

1 . TRENCH DRAINS SHALL BE USED TO ASSIST DRAINAGE WHERE GUTTER GRADES ARE LESS THAN 0.10% OR SURFACE WATER ON THE ROADWAY INTERFERES WITH TRAFFIC. AND CATCH B A S I N SPACING DOES NOT PROVIDE ADEOUATE DRAINAGE. TRENCH DRAINS MAY BE PLACED WITH GRADES OPPOSING THE GUTTER GRADE NO GREATER THAN 0.20%. FLOW L I N E S OF THE TRENCH DRAIN ARE NORMALLY F I X E D AT BETWEEN 0.60% - 0.80%. BUT VARY ACCORDING TO THE GRADE OF THE GUTTER. ACTUAL ELEVATIONS ON PROFILE MUST BE CHECKED TO DETERMINE PERCENT GRADE I N VERTICAL CURVES. SECTIONS WITH A NEUTRAL SLOPE SHALL NOT BE USED.

2. SEE SPECIFICATIONS FOR MATERIAL REOULREMENTS.

3. FOR TRENCH DRAIN APPLICATION TYPES. SEE STANDARD 719-205-02. A 4. TOP OF GRATE MUST BE INSTALLED FLUSH TO 0 . 1 2 5 INCHES BELOW F I N I S H E D GRADE. BEVEL

f CONCRETE TO TOP OF GRATE I F BELOW FLUSH. GRATE INFLOW AREA SHALL BE A MINIMUM OF 0 . 2 5 SQUARE FEET PER L INEAR FOOT. THE GRATE BARS SHALL BE TRANSVERSE TO THE ROADWAY AND ALL GRATES SHALL BE BICYCLE SArE. I N AREAS OF PEDESTRIAN TRAFFIC. GRATES SHALL HAVE OPENINGS NO GREATER THAN 1~ INCH WIDE.

5. PERIODIC VISUAL ON-SITE INSPECTIONS SHOULD BE MADE TO INSURE PROPER OPERATION 5 .0" -6 .25" GUTTER OF THE TRENCH DRAIN AND TO PREVENT DEBRIS OBSTRUCTION.

6. WHEN TRENCH DRAIN I S USED THROUGH A DRIVEWAY AND I S NOT I N THE CURB b GUTTER, I T I S P A I D FOR AS TRENCH DRAIN (DRIVEWAY APPLICATIONI . QUANTIT IES FOR CURB b GUTTER AND TRENCH DRAINS W l L L NOT OVERLAP. BUT W l L L BE PA10 FOR AS SHOWN BELOW. PAYMENT

PLAN VIEW AS SHOWN BELOW INCLUDES ALL INCIDENTALS AS SHOWN HERE AND ALSO SHOWN ON THE PLANS. PAYMENT OF TRENCH DRAIN SHALL INCLUDE THE 6" OF MINIMUM CONCRETE EXTENDING BEYOND THE END OF THE TRENCH ORAIN.

7. THE PAY ITEMS ARE:

I I I I 0 1 312008 1050 1 GENERAL REVISIONS tl I DATE I CHI( I DESCRIPTION

%OUT" ChRCkIRA OEPARTENT OF ,RAM5?sR,aT,oN

DESIGN STANDARDS O F F I C E 9 5 5 PARK STREET


TRENCH DRAIN ( 4 "HARDWARE

TRENCH DRAIN-4"INTERIOR DIMENSION WITH 1 . 5 FT. CURB B GUTTER___.______L.F. TRENCH DRAIN-4"INTERIOR DIMENSION WITH 2 . 0 FT. CURB B GUTTER-_________L.F. TRENCH DRAIN-4"lNTERLOR DIMENSION WITH 2 .5 FT. CURB B GUTTER-_________L.F. TRENCH DRAIN-4"lNTERLOR DIMENSION (DRIVEWAY A P P L I C A T I O N I - _ ~ - ~ ~ _ _ _ _ _ _ _ _ L . F . CONCRETE GUTTER ....................................................... L.F.

LENGTH AS REOUIRED 1 1 0 0 ' MAX. I

w 38" -80"

VARIABL! 6"-14

6" MIN

/ I \ 6 " MIN. U U I I

SECTION A-A ELEVATION VIEW

TRENCH ORAIN 6"

/- FRAME AND GRATE

(SEALED ACCORDING TO MANUFACTURER

SPECIFICATIONS1

DETAIL 1

SIDL ELEVATION VIEW 6 DRAIN OUTLET

I N G CHANNEL

u 6 . 0 " MIN.

SECTION C

EN0 ELEVATION VIEW 6" ORAIN OUTLET

M I N . 9 " - EDGE OF TRAVELWAY

SECTION B

CURB AN0 GUTTER WITH TRENCH DRAIN TYPICAL SECTION

EFFECTIVE L L n l N G DATE MAY 20OU

TOP VIEW

r D

I /'

I I I 1 0 0 FT.

/ MAX. CONTINUOUS CHANNEL RUN

1 FOR CONNECTION DETAIL TO CURB 8 GUTTER CATCH BASIN.

SEE 510.719-205-01

4 " TRENCH DRAIN - USED ON CURB & GUTTERS SECTION D-D

NOTES:

1. CONSTRUCT GUTTER FOR REMAINDER OF DRIVEWAY BEYOND TRENCH DRAIN.

2. FOR ADDITIONAL NOTES. SEE STANDARD DRAWING 719-205-01.

.EDGE OF TRAVELWAY

SCDOT DOCUMENTS

5 0 FT. R (SHOWN) CATCH BASIN

EDGE OF TRAVELWAY 1 8 " UNIFORM MAX. CONTINUOUS CHANNEL RUN

FOR CONNECTION DETAIL TO CURB 8. GUTTER CATCH BASIN. SEE ST0.719-205-01

4 " TRENCH DRAIN - USED ON DRIVEWAYS DETA IL 2

9 " M I N . EDGE OF

TRAVELWAY

n '. . , . D 6 " n n . .

9 "

EDGE OF TRAVELWAY

M I N . 6 "

SECTION E-E SECTION F-F SECTION G-G




1 STANDARD DRAWING 1 TRENCH DRAIN

(4" INSTALLATION)

AASHTO M 306 1409000 LBSI

RELATED ORAWINGS d. KEYWORDS

I MARCH 3 3 2008 OATE



HARDWARE

EFFECTIVE LETTING DATE MAY 200

NOTES:

1 . TRENCH DRAINS ( 1 2 " 1 SHALL BE USED TO A S S I S T DRAINAGE WHERE SURFACE WATER FROY DRIVEWAYS I S DIRECTED TOWARD ROAD DRAINAGE OR V I C E VERSA. FLOW L I N E S OF THE TRENCH DRAIN 1 1 2 ' 1 ARE NORMALLY F I X E D AT BETWEEN 0 . 6 0 % - 0 . 8 0 % . BUT VARY ACCORDING TO THE CROWN OF THE DRIVEWAY. ACTUAL ELEVATIONS ON PROFILE MUST BE CHECKED TO DETERMINE PERCENT GRAOE I N VERTICAL CURVES. SECTIONS WITH A NEUTRAL SLOPE SHALL NOT BE USEO.

2 . SEE S P E C I F I C A T I O N S FOR MATERIAL REQUIREMENTS.

PLACE CONCRETE COLLAR AROUND 3 . T H I S STANDARD DRAWING I S FOR ORIVEWAY LOADING REOUIREMENTS. DO NOT USE T H I S DRAWING FOR CURB TRENCH AS REQUIRED BY MANUFACTURER

AN0 GUTTER TRENCH ORAIN.

4 . USE GRATE MEETING ADA REQUIREMENTS WHEN INSTALLED WHERE PEDESTRIANS ARE PRESENT OR REQUIRED BY CONTRACT DOCUMENTS. GRATE OPENING SHOULO BE PARALLEL TO THE FLOW I F A NON-ADA GRATE I S USEO.

5 . TOP OF GRATE MUST BE INSTALLED FLUSH TO 0 . 1 2 5 INCHES BELOW F I N I S H E D GRADE. BEVEL CONCRETE TO TOP OF GRATE I F BELOW FLUSH. GRATE INFLOW AREA SHALL BE A MIN IMUM OF 0 . 4 0 SQUARE FEET PER L INEAR FOOT FOR STANDARD GRATE. THE GRATE BARS SHALL BE TRANSVERSE TO THE ROADWAY AND ALL GRATES S H A L t BE B ICYCLE SAFE. I N AREAS OF PEDESTRIAN TRAFFIC . GRATES SHALL HAVE OPENINGS NO GREATER THAN ,2 INCH WIDE WITH A MINIMUM INFLOW AREA OF 0 . 1 3 SQUARE FEET PER L I N E A R FOOT.

6 . D U C T I L E IRON GRATES SHALL CONFORM TO AASHTO M 1 0 5 . CLASS 3 5 8 AND THE LOAD TEST OF AASHTO M 3 0 6 ( 4 0 . 0 0 0 LBS. I .

PAVEMENT STRUCTURE 7 . GRATES ARE TO B E COATED TO M I N I M I Z E CORROSION.

8. WHEN TRENCH ( 1 2 " ) O R A I N I S USED THROUGH A DRIVEWAY. I T 1 5 P A I D FOR AS TRENCH ORAIN 1 1 2 " ) iDR1VEWAY A P P L I C A T I O N ) . PAYMENT AS SHOWN BELOW INCLUDES A L L INCIDENTALS AS SHOWN HERE, SHOWN ON THE PLANS. AND AS MAY BE REQUIRE0 BY THE TRENCH ORAIN MANUFACTURER TO COMPLETE THE INSTALLATION. PAYMENT OF TRENCH D R A I N SHALL INCLUDE THE 6 " OF MIN IMUM CONCRETE EXTENDING BEYOND THE END OF THE TRENCH DRAIN.

9 . THE CHANNEL SHALL BE SET I N L I N E WITH THE PAVEMENT SURFACE AND THE FLOW L I N E S REQUIRED.

1 0 . AFTER THE CHANNEL I S SET I N I T S F I N A L P O S I T I O N . I T I S TO BE ENCASED WITH CONCRETE AS SHOWN BY T H l S DRAWING.

11 . FOR CONCRETE I N THE COLLAR, USE MINIMUM CLASS 4 0 0 0 OR CLASS REQUIRE0 FOR ROADWAY. WHICHEVER I S GREATER.

1 2 . MORTAR SHALL B E TYPE M.

13 . THE CONTRACT U N I T P R I C E FOR TRENCH D R A I N (DRIVEWAY1 SHALL INCLUDE THE COST OF FURNISHING ALL MATERIALS AND WORK I N C I D E N T A L TO THE CONSTRUCTION OF THE STRUCTURE COMPLETE I N PLACE AS SHOWN I N

CONCRETE COLLAR ACCORDANCE WITH THE SCOOT STANDARD S P E C I F I C A T I O N S FOR HIGHWAY CONSTRUCTION (LATEST E D I T I O N I .

14 . SEE DRAWING 7 1 9 - 2 1 5 - 0 2 FOR I N S T A L L A T I O N D E T A I L S .

1 5 . INCLUDE I N THE PAY I T E M A L L MATERIAL AN0 WORK TO TO COMPLETE TRENCH ORAIN AND ALL CONNECTIONS 1 2 " TRENCH D R A I N TO DRAINAGE STRUCTURES COMPLETE AS SHOWN HERE OR I N THE PLANS. CHANNEL W/ CURVED BOTTOM 16 . P E R I O D I C V I S U A L ON-SITE INSPECTIONS SHOULD BE MADE TO INSURE PROPER OPERATION OF THE TRENCH

D R A I N AN0 TO PREVENT D E B R I S OBSTRUCTION.

17 . THE PAY I T E M SHALL BE:

TRENCH D R A I N 1 2 " I N T E R I O R DIMENSION (DRIVEWAY APPLICATI0NI.---..L.F. TRENCH SYSTEM CROSS S E C T I O N

NON ADA STYLE GRATE

SPACING FOR ANCHORS

REMOVABLE ANCHOR PIN

BCLT ON RbIL BRPCXET

1 2 " TRENCH D R A I N

CONCRETE COLLAR

ANCHOR S L A B / EMBANKMENT SO1

P R O F I L E V IEW

T H I S DRAWING I S NOT TO SCALE.

NOTES:

C A T C H B A S I N


I . SEE STANDARD DRAWING 7 1 9 - 2 1 5 - 0 1 FOR NOTES.

TO CATCH BASIN

..............

END VIEW

/- 12" TRENCH D R A I N

12" TRENCH DRAIN - DRIVEWAY APPLICATION

I MARCH 3. 2 0 0 8 OATE I

',Et I l A h D I R O c is-n rr'nl


ROOM 4 0 5 COLUMBIA, SC 2 9 2 0 1

INSTALLATION

7 1 9-21 5-02 T H I S DRAWING I S NOT TO SCALE EFFECTIVE LETTING DATE / MAY 2008

REFERENCES NATIONAL DOCUMENTS ASTM C55. ASTM A1068 AASHIO M55. AASHTO MZ21, AASHTO 105. AASHTO M O 6

RELATED DRAWINGS & KEYWORDS ..............

MAINTENANCE

T H I S I T E M I S SHOWN

FOR INFORMATION

ONLY

NOT FOR NEW

CONSTRUCTION

SOY," T r n O L I N I DEPARTULNI w TR**IPORT*TIWI


ROOM 4 0 5

(MULTIPLE GRATE

LENGTH VARIABLE - SEE PLANS

PLAN VIEW

ELEVATION OF OUTLET BOX

NOTES:

1 . T H I S DRAWING REPLACES STANDARD DRAWING 719-299-00 .

2. T H I S H I S T O R I C A L DRAWING I S PROVIDED FOR INFORMATION ONLY TO A I D I N THE MAINTENANCE INVENTORY OF SCDOT DRAINAGE STRUCTURES. T H I S ITEM SHOULD NOT BE USED FOR NEW CONSTRUCTION.

3 . 1 ~ 1 1 5 O l lAn lNC I S I h T C h U E l l I!h I I U S . . G E S T POSSIOLE CChFIG.RATlOhS -51 11 [IN PAST 5 C O I I T i ' I<Ll.EL I S . I 1 I U l h S I I : h \ AhD SCA-E5 ARE APPROX l M A l AN11 Sv<l!. . I1 dl: \ i H I t !LU lh i I n L t I L L U 8LbUHL M A K l h G A h l M n n l T I C A T l n h S rn l . X ! 5 l l h G 5 I 5 l C M 5 .

4 . DESIGNERS SHOULD CONSIDER 1 2 " TRENCH D R A I N l 7 1 9 - 2 1 5 - X X I . FOR NEW INSTALLATIONS.

5 . FORMER PAY ITEM: 7 1 9 2 0 5 0 DROP I N L E T ( M U L T I P L E GRATE). . . L F (RESERVE01

71 9-299-M0 EFFECTIVE LETTING OAIE I MAY 2003

1 . PRECAST CONCRETE MPlNUFnCTURER MUST HAVE THEIR BOX lNCLUOE0 ON THE DEPARTMENT'S OUPiLlFlEO PROOUCT L I S T 1 4 PRIOR TO FABRICATION. OESlGN CALCULATION AN0 ENGINEERING DRAWINGS OF EACH S I Z E BOX I W X L 1 MUST BE PREPARED. VARIABLE DEPTHS I H ) MAY BE INCLUOEO ON THE SAME ORAWING ENGINEERING DRAWINGS SHOULD BE PROVIDED ON 1 1 " X 1 l U SHEET. DRAWING MUST INCLUDE A L L DIMENSIONS. CLEARANCES. STEEL LAYOUT DETAILS AND CONSTRUCTION NOTES. EACH ENGINEERING ORAWlNG MUST STATE THE ASTM S P E C I F I C A T I O N THAT I T MEETS AN0 ALL MATERIAL S P E C I F I C A T I O N S . A PROFESSIONAL ENGINEER LICENSED i N THE STATE OF SOUTH CAROLINA MUST SIGN AND SEAL ALL ENGINEERING DRAWINGS AND DESIGN CALCULATLONS. SUBMIITPILS MUST INCLUDE ONE O R I G I N A L AND TWO COPIES OF THE DESIGN CALCULATIONS WITH DRAWINGS AS SPECIFIED ABOVE. SEND SUBMITTALS TO THE CONTACT L I S T E D ON O U A L I F I E O PROOUCT P O L I C Y 1 4 .

2. PRECAST CONCRETE COMPONENTS FOR DRAINAGE ITEMS AT EACH LOCATION MUST BE SUPPLIED FROM A S I N G L E SOURCE PRECAST MANUFACTURER THAT HAS BEEN INSPECTED AN0 APPROVED 81 THE MATERIALS AND RESEARCH ENOINEER.

3 . THE PRECAST CONCRETE ORAINAGE BOX MAY BE USED WlTH THE FOLLOWING DRAINAGE STRUCTURES: CATCH B A S I N TYPE 1 CATCH B A S I N TYPE 1 7 CATCH BASIN TYPE I C S P E C I A L I CATCH B U I N TYPE 18 CATCH B A S I N T I P E 9 & TIPE 9 MH DROP INLETS CATCH B A S I N TYPE 1 2 JUNCTION BOXES CATCH 8 A 5 1 N TYPE 16 INCLUDING ALL l N L E T AOAPTORS

' PERMISSIBLE 4 . DESIGN FOR PRECAST ORAINAGE STRUCTURES MUST MEET OR EXCEEO ASTM C 8 9 0 OR ASTM C 913 AND THE DESIGN REOUlREYENTS SHOWN ON T H I S SHEET. A L L DESIGN COMPUTATIONS W I L L BE PROVlOEO FOR A DEPTH OF 12'-0". A JOINT OESiON FOR RISERS AND TOP OF BOX MUST ALSO BE

ELEVATION VIEW PROVIDED.

5 . THE B U R I A L OEPTH FROM THE TOP OF THE DRAINAGE BOX BOTTOM ZLA8 TO THE TOP OF THE GROUND OPTIONAL D E T A I L S SHALL NOT EXCEEO 12 ' -OX.

6. ORAWINGS OF PRECAST GRAINACE BOX WITH S O L I D WALLS SHALL I N D I C A T E LOCATION OF CONSTRUCTION J O I N T S d AODITIDNAL CONSTRUCTION DETAILS R E W I R E D BY THE MANUFACTURER.

7 . ONLY THOSE STRUCTURES S I Z E S CWXLXHl SHOWN I N TABLE 719-305A W I L L BE SUBMITTED FOR DESIGN APPROVAL.

8. DURING MANUFACTURING. DRAINAGE BOX S I Z E S IWYLYH) . MAY VARY BETWEEN THE APPROVED DESIGN

BOX S I Z E S . WHEN DRAINAGE BOX S I Z E HEIGHT ' H ' . W l D i H 'W' OR LENGHT'L' F A L L S BETWEEN THE APPROVED DESIGN SIZES. THE BOX WITH GREATER SIZES MUST BE USED FOR D E S i G N OF T H & i BOX. BOX H E l G H T ' H ' GREATER THAN THE MAXIMUM APPROVED DESIGN S I Z E S W I L L NOT BE STANDARD.

MATERIAL NOTES:

9 . CONCRETE FOR PRECAST STRUCTURES SHALL B E C U S S 4000P MEETING THE REQUIREMENTS OF SECTION 701 OF THE SCOOT JTANOARD SPECIFICATIONS FOR HIGHWAY CONSTRUCTION (LATEST EOIT IDNI .

w d L= 4 ' -0 " OR LESS 1 0 . REINFORCING STEEL SHALL BE ASTM Pi-706. LOW-ALLOY STEEL DEFORMED BARS FOR CONCRETE F WlTH A s 4 . 1 4 I&FT OR REINFORCEMENT. GRAOE 60. WIRE MESH SHALL CONFORM 10 A&SHTO M 5 5 . OR M 221.

BARS e 1 2 " O.C. EACH WAY DETlilL NOTES:

1 1 . B R I C K MASONRY OR CLASS 4000 CONCRETE MAY BE USED TO F I N 1 5 N THE PORTlDN ABOVE THE TOP OF THE BOY 12 FT. MAX. ] TO BRING TO GRAOE OR TO COMPLETE AN INLET STRUCTURE. THESE MATERIALS SHALL CONFORM TO SECTION 719 OF THE SCOOT STANOARO SPECIFICATIDNS FOR HIGHWAY CONSTRUCTlON ( L A T E S T EDITION).

1 2 . L I F T HOLES ANO/OR OEVlCES MAY BE PLACED AS NECESSARY. A L L L I F T HOLES SHALL BE GROUTED PRIOR TO COMPLETlON OF THE INSTALLATION. ALL L l F T l N G METHODS MUST MEET OSHA REGULATIONS.

1 3 . FORM OPENINGS FOR P I P E AS REQUIRED TO ACCOMOOATE P l P E S I Z E AND LOCATION S P E C I F I E D . ORIENT PRECAST DRAINAGE STRUCTURE SO T H & i PIPES ENTER THROUGH THE WALLS. PIPES M&Y ENTER

SPLICE WWF ACCOROING THROUGH THE CORNERS OF SOL10 WALL BOXES I F A MINIMUM OF 6" OF WALL 15 PROVlOEO ABOVE THE TO D E T A I L 3 OR 4 HOLE TO THE TOP OF THE BOX OR TO ANOTHER OPENING. SPLICE REBAR ACCOROLNG TO D E T A I L 5 . 6. OR 7 14. DURING MANUFACTURING OF THE PRECAST DRAINAGE BOX. THE WALL ( F U L L THICKNESS, MAY BE

EXTENDED A MAXIMUM OF 2 FEET ABOVE THE TOP OF THE BOX TO BRING TO CRliOE OR TO COMPLETE

PLAN VIEW AN I N L E T STRUCTURE. I F T H I S OPTION IS TO BE USED. THE SHOP DRAWING SUBMITTAL MUST lNCLUOE A L L DIMENSIONS AND D E T A I L S FOR THESE BOXES. CONTINUE REINFORCEMENT FRDM BOX INTO THE EXTENOEO HEIGHT.

PRECAST BOX 1 5 . TOP OF WALL SHALL BE CAST WITH A KEY J O I N T WHEN PRECAST RISERS ARE USED.

16. THE HEIGHT OF PRECAST ORAlNAGE BOX WITH S O L I D WALLS,CAN 8E INCREASED BY USE OF RISERS TO THE REQUIRED DEPTH UP TO A MAXIMUM a u n r A L DEPTH OF 1 2 (SEE STO. 719-3 ts -001.

1 7 . J O l N T S SHALL BE SEALED W l i H A F L E X l B L E BUTYL OR BITUMINOUS SEALANT CONFORMlNG TO A A S H i 0 M 199.

MAX P I P E OUTSIDE DIAMETERJID-O.SU 1 0 . WHEN B U R l A L DEPTH EXCEEDS 4'-6". PLACE STEPS I N ACCOROANCE WlTH STANOARO DRAWlNG NO. 719-550-00.

TO F l N O MAX HOLE O I A . I N SHORT S lOE. F I N O SOUARE BOX WITH S j M E H 19. GROUT THE FLOW LINE FROM THE BASE TO THE OUTLET P i P E TO M A I N T A I N A CONTINOUS FLOW.

le :3 'X5 'XS1 BOX=>3'X3'X5'+HD=3Sn I N THE 3' S IDE j ; e : 4 ' X 6 ' X 5 ' BOX*4'X4'X5'*HD=48 I N THE 4 ' S I D E ]

GROUT SHALL BE TYPE M MORTAR MATERIAL I N ACCOROANCE WlTH SECTION 1 1 8 OF THE SCOOT STANOARO S P E C I F I C A T I O N S FOR HIGHWAY CONSTRUCTION ( L A T E S T E O I T I O N I .

USE T H I S CHART AS A GUIDE FOR P I P E S I Z E S BEING 2 0 . THE MINIMUM STEEL RElNFORCEMENT REOUIREO FOR A L L BOX S I Z E S SHALL BE A 5 SHOWN ON INSTALLED I N SOLID WALL PRECAST AN0 BRICK BOXES TH IS SHEET.

2 1 . PRECAST CONCRETE CIRCULAR STRUCTURES ( A S SHOWN ON 1 1 9 - 4 2 0 - 0 0 1 ARE REOUIREO FOR THE FOLLOWING APPLICATIONS UNLESS PROHIBITE0 BY THE PLANS OR SPECIAL PROVISIONS.

I O I ON DRAINAGE STRUCTURES WITH A OEPTH EOUAL TO OR GREATER THAN 12 FEET.

l b l ON DRAINAGE STRUCTURES WHERE THE FLOW L l N E ELEVATION OF THE I N L E T P l P E 15 EOUAL TO OR HIGHER THAN THE I N S I D E TOP I S O F F I T ) OF THE OUTLET PIPE.

ICI AS REQUIRED BY THE PROJECT PLANS.

22. PAY ITEM: THESE ITEMS WILL BE P A 1 0 FOR I N ACCOROANCE WlTH STANOARO SPECIFICATIONS FOR THE ORAINACE STRUCTURE L I S T E D I N NOTE 3. EXTRA DEPTHWOK WILL BE MEASURED AN0 P A 1 0 FOR AS NOTED I N SECTION 7 1 9 OF THE STANOARO SPECIFICATIONS.

SD"," CARakMk OEPbnTbENT OF TRb"SPrn,AT,W


WWF WITH AS=O.IIIN~FT

ACCEPTABLE S P L I C E OPTIONS

1 6" M I N . . . L 6" MIN . . . W , .6"

1 " C L . *t5 B A R S 12" O . C .

T Y P .

I",,.

PLAN V I E W KNOCK-OUT BOX

P A N E L K N O C K O U T S N O T SHOWN F O R C L A R I T Y

F I N I S H GRAOE

ITD A N Y D R A I N A G E S T R U C T U R E S . MASONRY W A L L B U I L O U P . W A L L E X T E N S I O N S O R R I S E R S .

P R E C A S T D R A I N A G E B O X W l T H KNOCK-OUT 1 P A N E L

M I N .

ti5 B A R S 12" O.C .

M A X P lPE O U T S I D E D I A M E T E R 4 D - 0 . 5 " T O F I N O M A X H O L E O I A . I N S H O R T S I D E ,

F I N O S Q U A R E B O X W l T H S A M E H [ i e : 3 ' X S ' X S ' B O X 3 3 ' X 3 ' X 5 ' = ) H D = 3 6 " I N T H E 3 ' S I O E I I

R E I N F O R C E D P A N E L S ( S H O W N 1

I I 1 1 2" M I N . T M I N . U N R E I N F O R C E O P A N E L S ( T A B L E 7 1 9 - 3 1 0 A l

PANELS

GENERAL NOTES:

2. THE PRECAST CONCRETE ORAINAOE BOY MAY BE USEO WITH THE FOLLOWLNO DRAINAGE STRUCTURES: CATCH BASIN TIPE t CATCH B A S I N TYPE I I S P E C I A L ) CATCH B A S I N T I P E 9 b T I P E P MW CATCH BASIN TYPE 1 2 OROP I N L E T TYPE 15 CATCH BASIN T I P E 1 7 CATCH B A S I N T I P E 1 8 DROP INLETS 124"X24" d ZdnY36"1 CATCH BASIN TYPE 16 JUNCTION BOXES SPRING BOXES INCLUDING ALL I N L E T ADAPTORS

3 . PRECAST CONCRETE COMPONENTS FOR ORAINAGE ITEMS AT EACH LOCATION MUST BE SUPPLIEO FROM A SINGLE SOURCE PRECAST MANUFACTURER THAT HAS BEEN TNSPECTED AND APPROVED BY THE MATERIALS AND RESEARCH ENGINEER.

4 . OESlON FOR PRECAST DRAINAGE STRUCTURES MUST MEET OR EXCEEO ASTM C 890 OR ASTM C 919. AN0 THE DESIGN REOUIRLMENTS SHOWN ON THE SHEET.

5 . THE MAXIMUM ALLOWABLE COVER ON TOP OF THE BOX I S Z FEET. M E MAXIMUM BURlAL OEPTH FOR EACH BOX S I Z E I S ALSO SHOWN ON TABLE 719-31041 AND I S MEASURED FROM THE TOP OF THE BOTTOM SLAB TO THE F I N I S H E D GRADE ELEVATION.

6. ONLY THOSE STRUCTURES SIZE5 IWXLXHI SHOWN I N TABLE 719-310A WILL BE SUBMITTED FOR DESIGN APPROVAL.

MATERIAL NOTES:

8 . CONCRETE FOR PRECAST STRUCTURES SHALL 8E CLASS 40OOP MEETING THE REOULREMENTZ OF SECTION 7 0 1 OF THE SCOOT STANDARD SPECIF ICATIONS FOR HIGHWAY CONSTRUCTION (LATEST EOITION).

9 . REINFORCING STEEL SHALL BE ASTM 6-706. LOW-ALLOY STEEL OEFORMEO BARS FOR CONCRETE REINFORCEMENT. GRAOE 60. WIRE MESH SHALL CONFORM TO AASHTO M 55 AND M 221.

DETAIL NOTES:

10. THE MINIMUM STEEL REINFORCEMENT REOUIREO FOR ALL BOY SIZES SHALL BE AS SHOWN ON THIS SHEET.

11. L I F T HOLES ANOlOR DEVICES MAY BE PLACE0 AS NECESSARY. ALL L I F T HOLES SHALL BE GROUTED SHUT PRIOR 10 COMPLETION OF THE INSTALLATION. A L L L I F T I N G METHODS MUST MEET OSHA REGULATIONS.

12. HOOK VERTICAL BARS 8 " INTO BOTTOM SLAB.

13. STANDARD HOOK 15 8 " FOR * BAR AND 10" FOR ih BAR.

I . DURING MANUFACTURING OF THE PRECAST DRdlNbCE BOX. ANY PORTION OF THE WALL (FULL THICKNESS1 MAY BE EXTENDED A MAXIMUM OF 2 FEET ABOVE THE TOP OF THE KNOCK-OUT BOX TO BRING TO GRAOE OR TO COMPLETE AN iNLET STRUCTURE. I F T H l S OPTION I S TO BE USEO. THE SHOP ORAWING SUBMITTAL TO THE RCE SHALL INCLUDE A L L OETAILS FOR THlS ALTERNATE DRAlNAGE BOX RESIGN. MINIMUM REiNFDRCEMLNT I N THE EXTENSlDN SHALL MEET OR EXCEEO RISER REINFORCEMENT SHOWN ON SHEET 719-315-00.

15. BRICK MASONRY OR CLASS 4000 CONCRETE MI\" BE USED TO FTNISH THE PORTION ABOVE THE TOP OF THE BOX I Z FEET MAX.) TO BRING TO GRAOE OR TO COMPLETE AN INLET STRUCTURE. THESE MATERIALS SHALL CONFORM TO SECTION 7 1 9 OF THE SCOOT STANOARO SPECIF ICATIONS FOR HIGHWAY CONSTRUCTION ILATEST E O I T I O N I .

16. A RISER ( 2 FEET MAX. HEIGHT) MAY B E USEO TO BRING THE BOX TO GRAOE OR TO COMPLETE AN INLET STRUCTURE. RISER AND JOINT DETAILS MUST BE DESiONED I N ACCORDANCE WlTH THE S P E C l f l C A T l O N 5 ON STANOIIRO ORAWINO NO. 719-315-00.

AASHTO M221. AASHTO M I 9 8

I MARCH 3, 2008 "ATE I

18. RISER A INLET STRUCTURE MAY NOT EXCEED 2'-O1 OVERALL DEPTH.

19. GROUT THE FLOW LINE FROM THE BASE TO THE OUTLET P l P E TO M A I N T A I N A CONTINUOUS FLOW. GROUT SHALL BE TYPE M MORTAR MATERIAL I N ACCORDANCE WlTH SECTION 718 OF THE SCOOT STANDARD SPECIF ICATIONS FOR HIGHWAY CONSTRUCTION I L A T E S T EOITIONI.

17. PRECAST R.C . ORAINAGE BOX WlTH KNOCK-OUT PANEL SHALL NOT BE USFD WITH RISERS OR STACKING BOXES FROM STANOARO ORAWING 719-305-110 EXCEPT AS INDICATED I N NOTE 16.

I I I 20. CUT OPENINGS FOR P I P E TO PROVIDE REOUIREO SIZE AND LOCATION. ORIENT KNOCK-OUT PANEL ) I WALL ORAINAGE STRUCTURE SO THAT PIPES ENTER THROUGH THE KNOCK-OUT PANELS ONLY. PIPES MAY NOT ENTER THROUGH THE CORNERS. 0 1 312008 1050 1 GENERAL REVISIONS

"",.

I I I

21. JOINTS SHALL BE SEALER WITH A FLEXIBLE BUTYL OR BITUMINOUS SEALANT CONFORUlNC 10 AASHTO M 198.

22. PRECAST CONCRETE CIRCULAR STRUCTURES I &S SHOWN ON 719-120-001 ARE REOULREO FOR THE FOLLOWING APPLiCATIONS UNLESS PROHIB ITE0 BY THE PLANS OR SPECIAL PROVISIONS.

lo1 ON DRAINAGE STRUCTURES WITH A DEPTH EOUbL 10 OR GREATER THAN 12 FEET.

I b l ON ORAINAGE STRUCTURES WHERE THE FLOW L I N E ELEVATION OF THE INLET PIPE Is EQUAL TO OR HIGHER THAN THE l N S I D E TOP l S D F F i T l OF THE OUTLET PIPE. SOUTH CAROLINA O P A ~ T U L ~ T O i TIIAIPPOIITATIOH

l o , AS REOUIREO 8 Y THE PROJECT PLANS. DESIGN STANDARDS OFFICE 23. PAY ITEM: THESE ITEMS WILL BE P A I D FOR I N ACCOROANCE WITH STANOARO SPECIF ICAI IONS FOR 9 5 5 PARK S'IREET THE ORAINAGE STRUCTURE NOTED ABOVE. EXTRA OEPTH BOX WELL BE MEASURED AND P A I D FOR A s NOTE0 I N SECTION 119 O i THE STANDARD SPECIFICATIONS.


DRA INAGE SUBSTRUCTURE RECTANGULAR

( PRECAST KNOCKOUT

WALL B O X )

T H I S D R A W I N G I S N O T T O S C A L E 71 9-31 0-00

EFFECTIVE LETTING DATE / MAY. 2008

ASTM C890. ASTM C913, ASTM A106. 6'' M IN . L 6 " M I N .

AASHIO MS5, AASHTO M221, AASHTO MI98 1 1 CAST TOP R I S E R WITHOUT KEY OR F I L L WlTH GROUT TO COMPLETE I N L E T STRUCTURE.

SCOOT DOCUMENTS

LIST 14 "

FOR HEIGHT LESS THAN 3 6 " L LESS THAN 4 ' - 0 " USE A 5 4 . 1 4 IN'/FT EACH WAY

L GREATER THAN 4 ' - o USE ~s i0 .20 IN'/FT EACH WAY

FOR HEIGHT GREATER THAN 3 6 " USE #4 BARS @ 6 " O.C. EACH WAY lAs=0 .4 IN'/FT EACH WAY I

719420QC R I S E R H E I G H T GREATER T H A N OR EQUAL T O 36"

PRECONSTRUCTION SUPPORTENGlNEERlm

I MARCH 3 , 2008 DATE

6 " M IN . rC

6 " M I N .

0 1 3,2008 IDS0 I GENERAL REVISINS # I DATE I CHK I DESCRIPTION

6 1 I I 5 1

sm,,, cARoL,*a oE?aR,nEHr m ,RAMsPce,A,,m


R O O M 405 C O L U M B I A . SC 29201

S P L I C E REINFORCEMENT ACCORDING TO D E T A I L S 3 TO 7 ON STD. 7 1 9 - 3 0 5 - 0 0

SUBSTRUCTURE RECTANGULAR (PRECAST RISER)

P L A N V I E W

PRECAST R I S E R

I S O M E T R I C V I E W DE'*'_Q

11 1 l.4' MAX.

TONGUE E N 0 DOWN

GROOVE END UP

KEY J O I N T -

GENERAL NOTES:

1 . PRECAST CONCRETE MANUFACTURER MUST HAVE T H E I R R I S E R INCLUDED ON THE DEPARTMENT'S O U A L l F I E O PROOUCT L I S T 1 4 PRIOR TO FABRICATION. DESIGN CALCULATION AN0 ENGINEERING DRAWINGS OF EACH S I Z E R I S E R I W X L I MUST B E PREPARED. VARIABLE DEPTHS I H I MAY BE INCLUDED ON THE SAME DRAWING. ENGINEERING ORAWINGS SHOULD BE PROVIDED ON l l " X 1 7 " SHEET. DRAWING MUST INCLUDE A L L DIMENSIONS. CLEARANCES. STEEL LAYOUT O E T A I L S AN0 CONSTRUCTION NOTES. EACH ENGINEERING DRAWING MUST STATE THE ASTM S P E C I F I C A T I O N THAT I T MEETS AN0 A L L MATERIAL SPECIF ICATIONS. A PROFESSIONAL ENGINEER L ICENSED I N THE STATE OF SOUTH CAROLINA MUST S I G N AN0 SEAL ALL ENGINEERING DRAWINGS AN0 OESIGN CALCULATIONS. SUBMITTALS MUST INCLUDE ONE O R I G I N A L AN0 TWO COPIES OF THE DESIGN CALCULATIONS WlTH ORAWINGS AS S P E C I F I E D ABOVE. A L L SUBMITTALS MUST BE SENT TO THE CONTACT L I S T E O ON O U A L I F I E D PROOUCT P O L I C Y 14 . R I S E R O E T A I L S MAY BE INCLUDED ON SUBMITTAL ORAWINGS FOR SOL10 WALL BOX WlTH SAME W AN0 L.

2 . PRECAST CONCRETE COMPONENTS FOR DRAINAGE ITEMS AT EACH LOCATION MUST BE SUPPLIED FROM A S I N G L E SOURCE PRECAST MANUFACTURER THAT HAS BEEN lNSPECTED AN0 APPROVEO BY THE MATERIALS AN0 RESEARCH ENGINEER.

3 . THE PRECAST CONCRETE R I S E R MAY B E INSTALLED ONLY ON PRECAST BOXES L I S T E O ON 719-310-00 AN0 719-305-00 . CATCH B A S I N I N L E T STRUCTURES NOT EXCEEDING TWO FEET H I G H L I S T E D ON 719-305-00 MAY BE INSTALLED ABOVE RISER.

4. 00 NOT I N S T A L L R I S E R S O l R E C T l L Y ON BOX CULVERT TOP SLABS. F L A B SLAB AOAPTORS, I N L E T ADAPTORS. OR OTHER BURIED STRUCTURES THAT HAVE NOT BEEN DESIGNED FOR SUCH AN INSTALLATION.

5 . OESIGN FOR PRECAST R I S E R S MUST MEET OR EXCEEO ASTM C 8 9 0 OR ASTM C 9 1 3 . AND THE DESIGN REQUIREMENTS SHOWN ON T H I S SHEET. A L L DESIGN COMPUTATiONS W I L L B E PROVIDE0 FOR A DEPTH OF 12 ' -OX. A J O I N T DESIGN FOR RISERS AND TOP OF BOX MUST ALSO BE PROVIDEO.

6 . THE OEPTH FROM THE TOP OF THE DRAINAGE BOX BOTTOM SLAB TO THE TOP OF THE GROUNO SHALL NOT EXCEEO 12 ' -0 " .

7 . THE MAXIMUM ALLOWABLE COVER ON TOP OF THE BOX OR R I S E R I S 2 FEET.

8 . ONLY R I S E R S WITH I W X L I EQUAL TO BOXES L I S T E D ON STD;, 719;305+0 W l L L BE SUBMITTED FOR DESIGN. ALLOWABLE R I S E R HEIGHTS ARE 1 2 . 1 8 . 2 4 . 3 0 . 3 6 . 4 2 . AND 48" .

9 . DURING MANUFACTURING. R I S E R S I Z E S I W X L I . MAY VARY BETWEEN THE APPROVEO OESIGN R I S E R S I Z E S . WHEN R I S E R S I Z E WIDTH 'W' OR LENGTH ' L ' F A L L S BETWEEN THE APPROVEO DESIGN S I Z E S 1 THE R I S E R WlTH GREATEq S I Z E S MUST B E USEO FOR DESIGN OF THAT R ISER. FOR INSTANCE. A R I S E R WITH THE OIMENSIONS W e ' - 9 ' AN0 L J ' - 3 " MAY B E FABRICAT$O USLNG THE REQAR CONFIGURATION OF A 3 ' X 4 R ISER. SPECIAL R I S E R S SHALL CONFORM TO THE 1 2 . 1 8 . 2 4 . 3 0 . 3 6 . 42" . OR 4 8 " HEIGHT REQUIREMENT.

MATERIAL NOTES:

1 0 . REINFORCING STEEL SHALL BE ASTM A-706. LOW-ALLOY STEEL DEFORMED BARS FOR CONCRETE REINFORCEMENT. GRADE 6 0 . WIRE MESH SHALL CONFORM TO AASHTO M 55 AND M 2 2 1

1 1 . CONCRETE FOR PRECAST STRUCTURES SHALL BE CLASS 4 0 0 0 P MEETING THE REQUIREMENTS OF SECTION 7 0 1 SCOOT STANOARO S P E C I F I C A T I O N S FOR HIGHWAY CONSTRUCTION ( L A T E S T E D I T I O N I .

1 2 . J O I N T S SHALL B E SEALED WlTH A F L E X I B L E BUTYL OR B ITUMlNOUS SEALANT CONFORMING TO AASHTO M 1 9 8 .

D E T A I L NOTES:

1 3 . THE MINIMUM STEEL REINFORCEMENT REQUIREO FOR A L L R I S E R S I Z E S SHALL BE AS SHOWN ON T H I S SHEET.

1 4 . L I F T HOLES AND/OR OEVICES MAY B E PLACED AS NECESSARY. ALL L I F T HOLES SHALL BE GROUTED PRIOR TO COMPLETIONS OF THE INSTALLATION. A L L L I F T I N G METHOOS MUST MEET OSHA REGULATIONS.

1 5 . HORIZONTAL CORNER REBARS CAN BE E L I M I N A T E D I F HORIZONTAL REBAR USE STANOARO HOOK.

1 6 . STANOARO HOOK I S 8 " FOR #4 BAR AN0 1 0 " FOR #5 BAR.

1 7 . FOR WgL L E S S THAN 4 ' -0 " . VERTICAL CORNER REBARS CAN B E E L I M I N A T E D I F #4 REEAR I S USEO I N PLACE OF THE WWF.

1 8 . PLACE STEPS I N ACCOROANCE WlTH STANDARD DRAWING NO. 7 1 9 - 5 5 0 - 0 0 I F STRUCTURE OEPTH EXCEEDS 4 ' -6 " BELOW THE TOP OF THE GROUNO. STEPS SHALL BE I N L I N E WITH STEPS I N BOX OR R I S E R BELOW.

1 9 . FORM OPENINGS FOR P I P E AS REQUIREO TO ACCOMMODATE P I P E S I Z E AN0 LOCATION SPECIF IED. ORIENT PRECAST DRAINAGE STRUCTURE SO THAT P I P E S ENTER THROUGH THE WALLS. HOLES I N R ISER WALLS SHALL NOT REMOVE MORE THAN HALF THE WALL HEIGHT. l i e ; A 3 6 R I S E R MAY HAVE UP TO AN 1 8 " HOLE) .

2 0 . PRECAST CONCRETE CIRCULAR STRUCTURES ( A S SHOWN ON 7 1 9 - 4 2 0 - 0 0 1 ARE REQUIREO FOR THE FOLLOWING APPLICATIONS UNLESS P R O H I B I T E D BY THE PLANS OR SPECIAL PROVIS IONS.

l a 1 ON ORAINAGE STRUCTURES WITH A OEPTH EOUAL TO OR GREATER THAN 1 2 FEET.

l b l ON ORAINAGE STRUCTURES WHERE THE FLOW L I N E E L E V A T I O N OF THE I N L E T P I P E I S EQUAL TO OR HIGHER THAN THE I N S I D E TOP I S O F F I T I OF THE OUTLET P I P E .

I c ) AS REQUIREO BY THE PROJECT PLANS.

2 1 . PAY ITEM: THESE ITEMS W I L L BE P A l O FOR I N ACCOROANCE WlTH STANOARO S P E C I F I C A T I O N S FOR THE DRAINAGE STRUCTURE NOTEO ABOVE. EXTRA OEPTH BOX W I L L BE MEASURE0 AN0 P A l O FOR AS NOTEO I N SECTION 7 1 9 OF THE STANDARD SPECIF ICATIONS.

71 9-31 5-00 EFFECTIVE LETTING DATE I MAY 2008 T H I S DRAWING I S NOT TO SCALE

GENERAL NOTES:

1 . A L L MATERIALS. DESIGN, MANUFACTURE. TESTING AN0 PRODUCT PERFORMANCE FOR PRECAST CONCRETE COMPONENTS AND ACCESSORIES SHALL 8 E I N ACCORDANCE WlTH AASHTO M 1 9 9 AN0 SECTION 7 1 9 OF THE SCOOT STANOARD S P E C I F I C A T I O N S FOR HIGHWAY CONSTRUCTION (LATEST E O I T I O N I .

2. FOR PRECAST CONSTRUCTION. A MIN IMUM OF CLASS 4 0 0 0 P CONCRETE SHALL B E USED. 7'-4" 3 . JUNCTION BOX COVERS ARE DESIGNED TO BE REVERSIBLE.

T. r.. ,. . ?. . ., . . . . . . . . . . . . ,

'"T .' '.l.., . . . . . . . . . . . . . . . . . . . . . . . . 4 . JUNCTION BOX COVER SLABS ARE TO BE A MIN IMUM OF 8 INCHES THICK. +..+..4 & . & . A ..-,.-,... &..& ..,.. L..&., ...,..., . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . !..!..L..& J..!..!..C.4...!...!. ..................... . . . . . . . , . . . . . . . . . . 5. REINFORCING STEEL SHALL BE ASTM A-706. LOW-ALLOY STEEL DEFORMED BARS FOR CONCRETE

.L.I...'...!..!~..l..,' REINFORCEMENT GRADE 60 . . .

! # ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! , .. . ., . .. - .. - . . -. . . ,. . . .. . . -. .~r..i ...v.r... i ...r, 6 . FOR USE ON NEW B U I L T I N PLACE B R I C K BOXES THE MAXIMUM OUTSIDE D IMENSIONS OF THE BOX SHALL ! ! ! ! , , l,.., ~ . . . . . . . . . . . . . . . . . . . . . . . . . . . ,...,.. *..+ ..+...,.. ,. .* .,., ..,. .r. ,..-.+.. ++* NOT EXCEED THE OUTSIOE DIMENSIONS OF THE ADAPTOR SLAB. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 3.8 .. L..I..A...I..L.L..J / L . 1 , - 1 - 1 . L . J . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 7. THE JUNCTION BOX COVER AS SHOWN I S DESIGNED FOR HS 2 5 L I V E LOAD. !.-!-!-..L..L..'.LL.L..J...!..!. . . . . . . . . . . . .L.l...!.!...!-..L..J . . . . . ! ! ! ! ! ! ! ! ! ! ! ! I ! ! ! ! ! - .. 8. CHAIRS ARE TO BE USE0 TO P O S I T I O N THE STEEL MATS I N THE JUNCTION BOX COVER. ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! i..i..r..i7~.i.i...i..i.i..i .i ..,..i.. i..ri..i . . . . . . . . . 9. SEE DRAWINGS I N SECION 719-330-01 OF THE STANDARD DRAWINGS FOR D E T A I L S ON JUNCTION BOXES. . . . . . . . . . . . . . . . : . I..I..L.+ A..,..I...C..4 / LI.._/..I..+..I..I . . . . . . . . . . . . . . . . - - - - - - - - - . . i i i . . . . . . . . . . . !..! ...7..-....... !...8...L !..I. .L . .A,. !..L..J?..&..2

10 . SEE SCDOT STANOARD ORAWINGS 7 1 9 - 3 1 0 - 0 0 AND 719-305-00 FOR APPROPRIATE BOX S I Z E BASE0 ON . . . . . . . . . . . . . . . . , , 8 8 8 8 8 8 8 , , , , , , , , , P I P E DIAMETERS REQUIRED. ..................... <..* ..+...,.. ,. ...* * , 4 ! ~ ! ! ! ! I I I I I I I I I I I / ,.., ...r. l..,... . . .. .. . .. PRECAST NOTES: . . . . . . . . . : . . . , . . , . . . . i-+, i i i j i . f 7 ?..,...+..++.+. *+*..-,.-.,...*..+. +..+..+.. +..* ~. . ~ ~~~~ . . . . . . . . . . . . . . . . . . . . . . !I. SUPPLY PRECAST CONCRETE COMPONENTS FOR DRAINAGE ITEMS AT EACH LOCATION FROM A S INGLE !..!...L..&..J !.. &..&..A !..!...~..+..<...!..L..&.., . . . . . . . . . . . . . ~

SOURCE PRECAST MANUFACTURER THAT HAS BEEN INSPECTED AN0 APPROVED BY THE MATERIALS AND RESEARCH

!..!..!...L..2...!...L..L..J...!..!..!...l. .!..!..!-..L..2 ENGINEER. SUPPLY ALL INTERCHANGEABLE PRECAST PARTS ON ENTIRE PROJECT FROM A S I N G L E SOURCE

. . . . . . . . . . . . . . . . ! ! ! ! I ! ! ! ! ! ! ! ! ! ! ! ! !

MANUFACTURER L I S T E D ON Q U A L I F I E O PROOUCT L I S T 1 4 UNLESS APPROVED BY RCE. ITEMS FROM MULTIPLE .. . .. - .. . .. . . . .. . . . MANUFACTURERS SHOULD NOT BE INSTALLEO I N I N D I V I D U A L LOCATIONS.

A 12 . THE USE OF PRECAST U N I T S W I L L NOT R E L I E V E THE CONTRACTOR OF THE R E S P O N S I B I L I T Y OF

I - - - - - - - - - OBTAINING SATISFACTORY INSTALLATIONS. SEE STANDARD DRAWINGS FOR PRECAST CONCRETE DRAINAGE B o x ITYP. OR STRUCTURE FOR ADDIT IONAL D E T A I L S AN0 S P E C I F I C A T I O N S .

13. L I F T HOLES AND/OR D E V I C E MAY B E PLACED AS NECESSARY. ALL L I F T HOLES SHALL B E GROUTED SHUT S I D E E L E V A T I O N J U N C T I O N B O X C O V E R F O R A 6 ' X 6 ' B O X ( 8 8 " X 8 8 " X 8 " 1 PRIOR TO COMPLETION OF THE INSTALLATION. A L L L I F T I N G METHODS MUST MEET OSHA REGULATIONS. J U N C T I O N BOX COVER P L A N V I E W S H O W I N G R E I N F O R C I N G 14 . THE CONTRACTOR SHALL USE MANUFACTURERS L I S T E D ON Q U A L I F I E D PROOUCT L I S T 1 4 FOR PRECAST

ITEMS ON T H I S DRAWING. PRECAST MANUFACTURER SHALL FOLLOW Q U A L I F I E D PRODUCT P O L I C Y 1 4 BEFORE A = l ! , I SUPPLYING T H I S I T E M ON SCDOT PROJECTS.

P L A N V I E W 15 . CONTRACTOR MAY SUBMIT DESIGN DRAWINGS AND CALCULATIONS FOR MOOIF ICATIONS TO T H I S ITEM ON A PROJECT BY PROJEC BASIS . M O D I F l C A T l O N S TO THESE ITEMS W I L L NOT BE L I S T E D ON ANY Q U A L I F I E D PRODUCT L I S T . SUBMIT ALL PROPOSALS FOR PROJECT S P E C I F I C MODIF ICATIONS TO THE RESIDENT ENGINEER FOR REVIEW BY THE ENGINEER OF RECORD.

1 6 . JOINTS BETWEEN INSTALLED P I E C E S AN0 PRECAST ITEMS TO BE PLACED SHALL BE SEALED WlTH A 'I;' GROUT L I F T OR AN APPROPRIATE P L A S T I C PREFORMED GASKET (FROM Q U A L I F I E O PRODUCT L I S T 1 3 . 1

1 7 . THE CONTRACT U N I T P R I C E FOR JUNCTION BOXES WITH STANDARD BOX SHALL INCLUDE THE COST OF FURNISHING A L L MATERIALS AND WORK INCIDENTAL TO THE CONSTRUCTION OF THE STRUCTURE COMPLETE I N PLACE AS SHOWN INCLUDING THE SHALLOW JUNCTION BOX COVER. AN0 S P E C I F I E D DRAINAGE BOX I N ACCORDANCE WlTH THE SCOOT STANDARO S P E C I F I C A T I O N S FOR HIGHWAY CONSTRUCTION ( L A T E S T E O I T I O N I .

C 1 8 . THE PAY I T E M SHALL BE: 48"X48"JUNCTION BOX WlTH STANDARD BOX-----.----EA. 60"X60"JUNCTION BOX WlTH STANDARO BOX.-.--..--.EA. 72"X72"JUNCTION BOX WlTH STANDARO BOX-----.----EA.

5'-4#

PLACE MASONITE SHIMS AND GROU AS REQUIRED TO ACHIEVE PROPER

RECAST DRAINAGE

DETA IL

@

ELEVATION OX (SEE 719-305-001 J U N C T I O N BOX COVER 4 ' X 4 ' BOX 1 6 $ " X 6 4 " X 8 " 1

OR

A=2 J U N C T I O N BOX COVER 5 ' X S ' BOX 1 7 ~ " X 7 6 " X B " I B U I L T I N PLACE B U I L T PLACE I N

A=3 OPTION

GROUT L I N E

P R E C A S T ITEMS T H A T H A V E S I M I L A R S T R U C T U R A L

4 ' X 4 ' S H A L L O W J U N C T I O N B O X T O P 1 6 4 " X 6 4 " X 8 " )

5 ' X S ' S H A L L O W J U N C T I O N B O X T O P 1 7 6 " X 7 6 " X 8 " ) 7 1 9 - 0 0 1 - 0 4 C B T Y P E 9 7 1 9 - 0 0 9 - 0 4

6 ' X 6 ' S H A L L O W J U N C T I O N B O X T O P 1 8 8 " X 8 8 " X 8 " ) 01 2 4 " X 2 4 " 7 1 9 - 1 0 5 - 0 2 I N S T A L L E O

SEE A L S O 71 9-31 0-00. 71 9-305-00. 8 71 9-330-01 01 2 4 " X 3 6 " 7 1 9 - 1 0 5 - 0 3

JSE SHEETS 719-330-01 THROUGH 719-330-02 FOR T H I S ITEM. 7 1 9 - 5 0 5 - 0 3

.IR ZHAI I nw 7 iq - - i - i n -n7

PRODUCT L lST I4

71 SUPPORT ENGINEER

I MARCH 3 , 2008 OATE 1

D E S I G N S T A N D A R D S O F F I C E 955 ROOM PARK 405 STREET

C O L U M B I A . SC 29201

I STANDARD DRAWING / DRA INAGE

SUBSTRUCTURE RECTANGULAR

J U N C T I O N BOX TOPS

SHALLOW I N S T A L L A T I O N S

AASHTO M221

yl SUPPORT ENGINEER

MARCH 3, 2008 DATE

IOU," C I I I X I N * I lLPIRTULNi OF TRLWIP(IR,AIION

D E S I G N S T A N D A R D S O F F I C E 955 P A R K STREET

R O O M 405 C O L U M B I A . SC 29201

TOP NOT FOR

PLAN VIEW SPRING BOX

- . . . . - . . . . - - SUBSTRUCTURE

K i C P i l U C I TTT1NC nhTF

NOTE 2 R E B A R

SECTION S I D E E L E V A T I O N TOP S L A B

2' ' M I N . ~ 1 N O . 4 B A R S 6 " O.C. 1 12" M I N . ~ ~ 2

TOP S L A B NO. 4 BARS

GENERAL NOTES:

1 . FOR B U I L T I N PLACE CONSTRUCTION OF THE SPRING BOX. E ITHER BRICK MASONRY (WALLS ONLY1 OR C I P CLASS 3 0 0 0 CONCRETE MAY BE USED. FOR PRECAST CONSTRUCTION. A MIN IMUM OF CLASS 4 0 0 0 P CONCRETE SHALL B E USED.

2. CONCRETE WALLS ARE TO B E 6" THICK WITH A MINIMUM REINFORCING STEEL AREA OF 0 . 2 0 SQUARE INCHES PER FOOT UNLESS NOTED. FOR BRICK, THE WALLS ARE TO BE 8 " THICK. CONCRETE BRICK AND S I M I L A R SOL10 U N I T S SHALL CONFORM TO THE REOUIREMENTS OF ASTM C 55. GRADE 5-11, THE INTERIOR OIMENSIONS ARE TO REMAIN AS SHOWN FOR E I T H E R TYPE OF CONSTRUCTION.

3 . MORTAR SHALL B E TYPE S OR M.

4 . REINFORCING STEEL SHALL B E ASTM A-706s LOW-ALLOY STEEL DEFORMED BARS FOR CONCRETE REINFORCEMENT. GRADE 60 . WIRE MESH SHALL CONFORM TO AASHTO M 5 5 AND M 2 2 1 .

5 . LOCATION AN0 S I Z E OF P I P E S ARE S I T E S P E C I F I C ( S E E DRAINAGE PLANS) .

PRECAST NOTES:

6 . THE USE OF PRECAST U N I T S W I L L NOT R E L I E V E THE CONTRACTOR OF THE R E S P O N S I B I L I T Y OF O B T A I N I N G SATISFACTORY INSTALLATIONS. SEE STANDARD DRAWINGS FOR PRECAST CONCRETE DRAINAGE BOX OR STRUCTURE FOR ADDIT IONAL D E T A I L S AN0 SPECIF ICATIONS.

7 . L l F T HOLES AND/OR D E V I C E S MAY B E PLACEO AS NECESSARY. ALL L l F T HOLES SHALL BE GROUTED SHUT PRIOR TO COMPLETION OF THE INSTALLATION. A L L L I F T I N G METHODS MUST MEET OSHA REGULATIONS.

8 . THE CONTRACTOR SHALL USE A S I N G L E SOURCE MANUFACTURER CHOSEN FROM THE L l S T ON Q U A L I F I E D PRODUCT L I S T 14 FOR PRECAST ITEMS ON T H I S DRAWING.

9 . PRECAST MANUFACTURER SHALL FOLLOW O U A L l F I E O PRODUCT P O L I C Y 1 4 BEFORE SUPPLYING T H I S I T E M ON SCOOT PROJECTS.

10 . CONTRACTOR MAY SUBMIT DESIGN DRAWINGS AND CALCULATIONS FOR MODIF ICATIONS TO T H I S I T E M ON A PROJECT BY PROJECT B A S I S . MODIF ICATIONS TO THESE ITEMS W I L L NOT BE L I S T E D ON ANY O U A L I F I E D PRODUCT L I S T . SUBMIT A L L PROPOSALS FOR PROJECT S P E C I F I C MOOIF ICATIONS TO THE RESIOENT ENGINEER FOR REVIEW BY THE ENGINEER OF RECORO.

11. J O I N T S BETWEEN INSTALLED r,;jCES AN0 PRECAST ITEMS TO BE PLACEO SHALL BE SEALED WlTH A GROUT L I F T OR AN APPROPRIATE P L A S T I C PREFORMED GASKET (FROM Q U A L I F I E D PRODUCT L l S T 1 4 1 .

PRECAST I N S T A L L A T I O N NOTES:

12. BED SHALL BE PREPARED AND COMPACTED FOR PRECAST DRAINAGE STRUCTURE AS REOUIREO BY SCDOT STANDARD S P E C I F I C A T I O N S FOR PRECAST ITEMS. ELEVATION OF BEDDING MATERIAL SHALL BE APPROPRIATE TO ACCOMMODATE ELEVATION OF A L L P I P E S AN0 REQUIRE0 BOX TOP ELEVATION.

13 . PLACE AND LEVEL PRECAST SPRING BOX.

1 4 . P I P E S SHALL BE INSTALLED AN0 GROUTED I N PLACE.

1 5 . P I P E S AND BOX SHALL B E B A C K F I L L E D AND COMPACTED AS REQUIRE0 BY SCOOT STANDARD SPECIF ICATIONS.

16. ANY LOCATION WHERE THE ABOVE REQUIREMENTS CANNOT B E MET SHALL B E COMPLETED U S I N G CAST I N PLACE MATERIALS MEETING THE REOUIREMENTS OF T H I S STANDARD ORAWING. ANY ADDIT IONAL MATERIALS OR COSTS ASSOCIATED W l T H THE USE OF PRECAST SHALL BE P A 1 0 FOR BY THE CONTRACTOR AND MAY NOT BE CHARGED TO SCOOT.

1 7 . THE CONTRACT U N I T P R I C E FOR SPRING BOX SHALL INCLUDE THE COST OF FURNISHING A L L MATERIALS, I B U I L T I N PLACE OR PRECAST). AND WORK I N C I D E N T A L TO THE CONSTRUCTION OF THE STRUCTURE COMPLETE I N PLACE AS SHOWN I N ACCORDANCE WlTH THE SCOOT STANDARD S P E C I F I C A T I O N S FOR HIGHWAY CONSTRUCTION ( L A T E S T E D I T I O N ) .

1 8 . THE PAY ITEMS SHALL BE: SPRING

w

S0"W CARO+,Wk 0SPARTUE"T w ~ R ~ ~ ~ P O ~ , A T , O W



STANDARD D R A W I N G

SECTION 719-400

ASTM A106

SPECIFICATIONS FOR HIGHWAY CONSTRUCTION^ WALIFIEO PRODUCT L IST 1 4

SUPPORT ENGINEER

FH7L SIGNAT

I MARCH 2 , 2009 DATE I

I0"W CIROLIN* YEPARiULNi O i T R I X V O R I A T I O I I


ROOM 405 C O L U M B I A . S C 29201

S T A N D A R D DRAWING

DRAINAGE SUBSTRUCTURE

CIRCULAR DRAINAGE B A S E

AND RISER

THE PORTION OF P lPE THAT PROTRUDES INTO BASE OR RISER SHALL

SCOOT STANOARO S P E C I F I C A T I O N S FOR HIGHWAY CONSTRUCTION ( L A T E S T E O I T I O N I . BE PLACEO FLUSH WlTH

THE INNER FACE OF 2 . PRECAST CONSTRUCTION SHALL USE A MIN IMUM OF CLASS 4 0 0 0 P CONCRETE. THE WALL AND GROUTEO

3. BASE SECTIONS SHALL HAVE A BOTTOM POURED MONOLITHICALLY WITH THE WALL OR A SCOOT APPROVED

CATCH BASIN OR OROP INLET WATER-STOP CAST INTO THE BOTTOM FOR THE J O I N T TO THE WALL. P I P E MAY EXTEND I N T O THE FLOOR TO

AS SPECIFIED ON PLANS THE BASE A MAXIMUM OF TWO INCHES.

4. T R A N S I T I O N SLAB AN0 CONE SECTIONS SHALL PROVIDE FOR T R A N S I T I O N TO NO LESS THAN 4 8 " DIAMETER R I S E R S OR TOP CONES WlTH A J O I N T EOUAL TO THAT OF A R I S E R SECTION. THE MINIMUM SLOPE ANGLE FOR

R.C. FLAT SLAB ADAPTER (SEE DRAWING 713-425-001

T R A N S I T I O N CONE WALLS SHALL B E 4 5 DEGREES. T R A N S I T I O N SLABS AN0 CONE SECTIONS SHALL BE

(INCLUDE0 I N THE COST OF DESIGNED TO MEET A HS 2 0 L I V E LOAD. CATCH BASIN. MANHOLE. OR 5 . J O I N T S SHALL BE TONGUE AND GROOVE. J O I N T SEALANT SHALL MEET THE REQUIREMENTS OF

SUPPLEMENTAL TECHNICAL S P E C I F I C A T I O N SC-M-714. S I Z E AN0 AMOUNT OF SEALANT SHALL BE I N ACCOROANCE WITH THE MANUFACTURER'S RECOMMENDATIONS.

6 . REINFORCING STEEL SHALL BE ASTM A-706. LOW-ALLOY STEEL DEFORMED BARS FOR CONCRETE CAST CIRCULAR SECTIONS ADJACENT TO FLAT SLAB ADAPTOR WITHOUT

REINFORCEMENT. GRADE 6 0 . WIRE MESH SHALL CONFORM TO AASHTO M 5 5 AND M.

TONGUE d GROOVE. OTHERWISE TONGUE TO BE REMOVED OR 7 . SEE STANOARO DRAWING 7 1 9 - 5 5 0 - 0 0 FOR STEPS. WHICH ARE REOUIRED WHEN STRUCTURE DEPTH EXCEEDS GROOVE F ILLED WITH CONCRETE 4 ' - 6 . STEPS SHALL BE ALIGNED I N ALL SECTIONS TO FORM A CONTINUOUS LAOOER. STEPS SHALL BE

ALIGNED WITH OPENING I N TOP OR F L A T SLAB AOAPTER SO AS TO PROVIDE REASONABLE ACCESS.

8 . LOCATION AN0 S I Z E OF P I P E S ARE S I T E S P E C I F I C . I S E E ORAINAGE PLANS) . THE BOTTOM OF THE ORAINAGE BASE I S TO BE GROUTED TO THE LOWEST FLOW L I N E ELEVATION OF ALL P I P E S .

9 . AFTER P l P E 1 5 SET I N T O THE ORAINAGE STRUCTURE. THE REMAINING OPENING AROUND THE P I P E MUST BE SEALED WlTH BRICK AND MORTAR OR CONCRETE FOR THE FULL WALL THICKNESS OF THE STRUCTURE.

1 0 . USE TYPE M MORTAR I N ACCOROANCE WlTH SECTION 7 1 8 OF THE SCOOT STANDARD S P E C I F I C A T I O N .

1 1 . SEE ORAWINGS I N SECTION 7 1 9 OF THE STANDARD DRAWINGS FOR D E T A I L S ON CATCH BASINS. OROP I N L E T S . AN0 MANHOLES.

JOINT SEALANT 1 2 . PRECAST CONCRETE STRUCTURES ARE REOUIREO FOR THE FOLLOWING APPLICATIONS UNLESS PROHIB lTEO BY THE PLANS OR SPECIAL PROVIS IONS.

1 0 1 ON ORAINAGE STRUCTURES WlTH A DEPTH EOUAL TO OR GREATER THAN 1 2 FEET.

I b l ON DRAINAGE STRUCTURES WHERE THE FLOW L I N E E L E V A T I O N OF THE I N L E T P l P E I S EOUAL TO OR MAY USE TRANSITION CONE HIGHER THAN THE I N S I D E TOP ( S O F F I T ) OF THE OUTLET P I P E . I F SPECIFIED SEE l c l AS REOUIREO BY THE PROJECT PLANS.

J O I N T O E T A I L 1 3 . PRECAST CONCRETE STRUCTURES MAY BE USEO ON ANY OTHER APPLICATION UNLESS PROHIB ITED BY THE PLANS OR SPECIAL PROVISIONS.

1 4 . SEE STANDARD DRAWING 7 1 9 - 4 2 5 - 0 0 FOR D E T A I L S OF THE F L A T SLAB AOAPTER.

15 . SCDOT REQUIRES CONTRACTOR/MANUFACTURER TO PROVIDE SHOP ORAWINGS TO THE RESIDENT CONSTRUCTION ENGINEER PRIOR TO MANUFACTURE. THE MANUFACTURER I S RESPONSIBLE FOR CONFIGURATION OF THE PRECAST CONCRETE CIRCULAR DRAINAGE STRUCTURE I N ACCOROANCE WITH T H I S STANOARO ORAWING.

PRECAST NOTES:

1 7 . L l F T HOLES AND/OR DEVICES MAY B E PLACEO AS NECESSARY. ALL L l F T HOLES SHALL BE GROUTED SHUT PRIOR TO COMPLETION OF THE INSTALLATION. A L L L I F T I N G METHODS MUST MEET OSHA REGULATIONS.

1 8 . THE CONTRACTOR SHALL USE A S I N G L E SOURCE MANUFACTURE@ CHOSEN FORM THE L I S T ON O U A L I F I E O PRODUCT L I S T 1 4 FOR PRECAST ITEMS ON T H I S ORAWING.

1 9 . PRECAST MANUFACTURER SHALL MEET A L L REOUIREMENTS OF O U A L I F I E O PRODUCT P O L I C Y 14 .

2 0 . CONTRACTOR MAY SUBMIT DESIGN ORAWINGS AND CALCULATIONS FOR M O O l F l C A T l O N S TO T H I S I T E M ON A PROJECT BY PROJECT B A S I S . MOOIF ICATIONS TO THESE ITEMS W l L L NOT BE L I S T E D ON ANY O U A L l F l E O

MAXIMUM SHOWN I N PRODUCT L I S T . SUBMIT A L L PROPOSALS FOR PROJECT S P E C I F I C M O O l F l C A T l O N S TO THE RESIDENT ENGINEER TABLE 113-4208 FOR REVIEW BY THE ENGINEER OF RECORD.

R I S E R S . AND CATCH B A S I N

2 2 . B E 0 SHALL BE PREPARED AN0 COMPACTEO FOR PRECAST DRAINAGE STRUCTURE AS REOUIREO BY SCOOT STANOARO S P E C I F I C A T I O N S FOR PRECAST ITEMS. ELEVATION OF BEDDING MATERIAL SHALL BE APPROPRIATE TO ACCOMMODATE ELEVATION OF ALL P I P E S AND REOUIRED BOX TOP ELEVATION.

2 3 . PLACE AN0 LEVEL PRECAST DRAINAGE STRUCTURE.

2 5 . P I P E S AN0 DRAINAGE STRUCTURE SHALL B E B A C K F I L L E D AN0 COMPACTEO AS REQUIRED BY SCOOT P lPE OPENING I N CIRCULAR STANOARO S P E C I F I C A T I O N S .

DRAINAGE STRUCTURE MUST BE A MINIMUM OF 8 " FROM TOP OF BOX PAYMENT:

UNLESS TOP OF THE CIRCULAR DRAINAGE STRUCTURE I S I N THE MIDDLE OF PIPE THIRD. 2 6 . THE COST OF THE F L A T SLAB ADAPTER SHALL BE INCLUDED I N THE 8 1 0 P R I C E OF THE I N L E T STRUCTURE

CATCH B A S I N . OROP INLET. OR MANHOLE.

2 7 . THE CONTRACT U N I T P R I C E FOR PRECAST COMPONENTS SHALL INCLUDE THE COST OF FURNISHING ALL x THE A O O I T I O N I L HElOHT OF BASE ABOVE "SASE PAY H E l O H i ' ' WlLL BE PAID AS R l S E R OP THE

MATERIALS ( B U I L T I N PLACE OR PRECAST) AN0 WORK INCIOENTAL TO THE CONSTRUCTION OF THE STRUCTURE APPROPRlblE D I IhSTER COMPLETE I N PLACE AS SHOWN. I N ACCOROANCE WlTH THE SCOOT STANOARO S P E C I F I C A T I O N S FOR HIGHWAY

CONSTRUCTION I L A T E S T E O I T I O N I .

2 8 . I F PRECAST CONCRETE CIRCULAR DRAINAGE STRUCTURES ARE USE0 TO CONSTRUCT CATCH BASINS. DROP I N L E T S . JUNCTION BOXES OR MANHOLES. THEN EXTRA DEPTH OF BOX W l L L NOT B E MEASURED AN0 P A I D FOR.

2 9 . THE PAY I T E M SHALL BE:

PRECAST CONCRETE ORAINAGE BASE-.."OlA. .._---.__-_-__.-_------EACH PRECAST CONCRETE RISER- .." OIA. ..........-------------.---.-.-- L.F. PRECAST CONCRETE TRANSIT ION SECTION - F L A T S L A B ( - "TO --" 1-...EACH PRECAST CONCRETE TRANSIT ION SECTION.CONEl~."TO.."iiiiiiiiiiiiiEACH CATCH B A S I N . DROP INLET. MANHOLE ( A S S P E C I F I E D ) .--...-........ EACH

TABLE 1 1 3 - 4 2 0 A PRECAST ITEMS

T H I S DRAWING I S NOT TO SCALE

< A )

48"

60"

7

81"

96''

,PO"

DRAINACE BASE

18" 01&. CIRCULAR DRAINAGE BASE

60" O ~ A . C~RCULAR O R A ~ N A O E BASE 72" D l l . ClRCULCR ORAINAGE SASE

8 4 " O i A . ClRCULlR DRAINAGE BASE

96" D IA . CIRCULAR DRAINACE BASE

120" Dl&. CIRCULAR ORI\INAGE BASE

TRANSITION CONE

60" Dl l i . TO 48" O l A . ClRCULIR T R U I I T I O N CONE

72" O l A . 70 48" 1111. CIRCULhR TRlNIlTloN CONE

ClRCULdiR RISER

4 0 " 011. C i R C U L l R RISER

60" 011. CIRCULAR RISER

12" 0111. ClRCVLAR RISER 84" D iA . ClRCULlR R I S E R

96" D l & . ClRCULIR R I S E R

120" 011. CIRCULAR RISER

TRANSITION I L A 8

60" D l A . 70 48" 01A. CIRCULAR TRANSCTION SLAB

72" 0 1 A . TO 18" O i A . CIRCULAR TRANSITION 61118

81" D1A. TO 48" O l i i . ClRCULlR TRlNSlTlON SLAB 96" O I A . TO 4s" D lA . CIRCULAR TRANSITION IL18

120" U I I . TO 48" D l l . CIRCULAR TRliNBli iON I L l a

NATIONAL OOCUMENTS €==A

OUALlFlEO PRODUCT LlST 13. OUALlFlEO PRODUCT LlST 14

RELATE0 DRAWINGS 6 KEYWORDS

-1 SUPPORT ENGINEER

I MARCH 3. 2008

DATE 1

I I I I 0 1 312008 IDSO I GENERAL REVISIONS # I DATE I CHK I OESCRIPTION


R O O M 405 C O L U M B I A . S C 29201

STANDARD DRAWING D R A I N A G E

SUBSTRUCTURE C I R C U L A R

F L A T S L A B ADAPTER

F S A F O R 4 8 " O I A . D R A I N A G E B A S E ( 6 4 " X 6 4 " X 6 " 1

P L A N S H O W I N G R E I N F O R C E M E N T

FSA FOR 48 " D I A . D R A I N A G E BASE ( 6 4 " X 6 4 " X 6 " )

N O . 6 B A R S

SECT I ON FRONT ELEVATION FSA FOR 4 8 " D I A . DRAINAGE BASE ( 6 4 " X 6 4 " X 6 " ) T A B L E 7 1 9 - 4 2 5 A

A D A P T E R S I Z E D I A M E T E R

F S A F O R 60" O I A . D R A I N A G E B A S E ( 7 6 " X 7 6 " X 7 " 1 P L A N S H O W I N G R E I N F O R C E M E N T

S IDE E L E V A T I O N FSA F O R 6 0 ' D I A . D R A I N A G E B A S E ( 7 6 " X 7 6 X 7 " 1 I 1 6 1 B A R S S P A C E D A S SHOWN

NO. 6 B A R S

NOTES:

1 . A L L MATERIALS. DESIGN. MANUFACTURE. T E S T I N G AND PRODUCT PERFORMANCE FOR PRECAST CONCRETE COMPONENTS AN0 ACCESSORIES SHALL B E I N ACCORDANCE WITH AASHTO M 1 9 9 AND SECTION 7 1 9 OF THE SCDOT STANDARD S P E C I F I C A T I O N S FOR HIGHWAY CONSTRUCTION ( L A T E S T E D I T I O N ) .

2 . FOR PRECAST CONSTRUCTION. A M I N I M U M OF CLASS 4 0 0 0 P CONCRETE SHALL BE USED.

3. THE F L A T SLAB AOAPTER AS SHOWN I S DESIGNED FOR AN HS 2 0 L I V E LOAD.

4. REINFORCEMENT STEEL SHALL B E ASTM A-706. LOW-ALLOY STEEL DEFORMED BARS FOR CONCRETE REINFORCEMENT. GRADE 6 0 . WIRE MESH SHALL CONFORM TO AASHTO M 55 AND M 2 2 1 .

5. CHAIRS ARE TO BE USED TO P O S I T I O N THE STEEL MATS I N THE F L A T SLAB ADAPTER.

6 . SEE DRAWINGS I N SECTION 7 1 9 OF THE STANDARD DRAWINGS FOR D E T A I L S ON CATCH B A S I N S . DROP I N L E T S AND MANHOLES.

7 . PRECAST CONCRETE COMPONENTS FOR EACH DRAINAGE I T E M AT EACH LOCATION MUST BE S U P P L I E D FROM A S I N G L E SOURCE PRECAST MANUFACTURER WHO HAS BEEN INSPECTEO AND APPROVED BY THE MATERIALS AND RESEARCH ENGINEER.

8 . TnE COhTRACT - % I T P N I C I l llh I Ill t A S l 1:IIMl' l IhrhTS 511A I h L I l l I I E COST 0- ! J I I ~ I S C ~ I ~ G A.. h l n r c n l ~ s AND n u n 6 I h i ' l n r h r n T O rnr cohs7n. C T ION III ~,,t .IIII.ICI.RE COMP-ETE l h P.ALE AS b,,l.hh A k l h ACrOl lDAhCE N l T n Tt,E SC ' IL I S l A h l l A l l l l S I ' I L I I 11 A1 l l l h S F O l l v r l G n l A Y C O h S T i ( i C T I 0 N (.ATEST E D I T I O k L

9. F L A T SLAB ADAPTERS ARE TO BE USED BETWEEN CIRCULAR DRAINAGE BASES AND DRAINAGE BOXES AN0 SHALL NOT B E USED AS BOX L I D S OR I N ANY OTHER APPLICATION.

PRECAST NOTES:

1 0 . THE USE OF PRECAST U N I T S W I L L NOT R E L I E V E THE CONTRACTOR OF THE R E S P O N S I B I L I T Y OF O B T A I N I N G SATISFACTORY INSTALLATIONS. SEE STANOARO DRAWING FOR PRECAST CONCRETE DRAINAGE BOX OR STRUCTURE FOR ADDIT IONAL D E T A I L S AND S P E C I F I C A T I O N S .

1 1 . L I F T HOLES AND/OR DEVICES MAY B E PLACED AS NECESSARY. A L L L l F T HOLES SHALL BE GROUTED SHUT PRIOR TO COMPLETION OF THE INSTALLATION. A L L L I F T I N G METHODS MUST MEET OSHA REGULATIONS.

1 2 . S T E N C I L EDGE OF SLAB " T H I S END U P " TO I N D I C A T E CORRECT I N S T A L L A T I O N OF SLAB. SLAB SHALL ALSO INCLUDE MANUFACTURER NAME d DATE OF MANUFACTURE. A L I OTHER MARKINGS SHALL CONFORM TO SCOOT STANDARD S P E C I F I C A T I O N S .

1 3 . THE CONTRACTOR SHALL USE A S I N G L E SOURCE MANUFACTURER CHOSEN FROM Q U A L l F l E D PRODUCT L I S T 1 4 FOR PRECAST ITEMS ON T H I S DRAWING.

1 4 . PRECAST MANUFACTURER SHALL FOLLOW O U A L l F l E O PRODUCT P O L I C Y 1 4 BEFORE SUPPLYING T H I S I T E M ON SCDOT PROJECTS.

15. 1:OI.IRACTOR MAY S'-OUl: OESIG'. O R A h I k G S AhO CA.C..ATlOb.S FOR NODIF I C A I I1:hS IIJ i l l ls i ~ t u uh A I'III.ECI o, 2 ; r o . r ~ ~ o n s ~ s . MUUII I C A I I U ~ S I U r,,rsr ir;Mr * I h1.1 HI I S I L U oh Ah7 O.A.!FIEI P a 0 o . c ~ .I;T. 5 .13411 A.. I -ROPOSA,~ F O A r..,:..~ c~ S?F. I I I L N U J I I I C A l l O h 5 I U I l ~ c R E S I U L h l L1 ; INLL Is I V I I l h L . l L n U I I r ~ t EhCII .FFR OF RrCORO.

1 6 . J O I N T S BFT,YEEN INSTALLED P I E C E S AN0 PRECAST ITEMS TO B E PLACED SHALL B E SEALED WITH A , GROUT L l F T OR AN APPROPRIATE P L A S T I C PREFORMED GASKET (FROM O U A L l F l E D P R O D ~ C T L I S T 1 3 . 1

1 7 . THE COST OF THE F L A T SLAB AOAPTER SHALL BE INCLUDED I N THE B I D P R I C E OF THE I N L E T STRUCTURE-CATCH B A S I N . DROP I N L E T . OR MANHOLE.

CATCH B A S I N . DROP INLET. MANHOLE, OR DRAINAGE BOX

'JAR. / AS S P E C I F I E O D N PLANS

I SEE ALSO STD. DRAWING I I INLET 71 9-305-00 AND 719-31 0-00

I I I I FLAT SLAB ADAPTER I L,- - - - _ _ _ _ _ I

C I R C U L A R D R A I N A G E BASE OR R I S E R TO BE CAST WITHOUT T O N G U E OTHERWISE OR T O N G U E TO BE REMOVED OR

G R O V E FILLED WITH CONCRETE .__-_-/-- - - - - - - . , n I T A B L E 7 1 0 - 4 2 5 6 P R E C A S T I T E M S I \

F L A T S L A B ADAPTOR FOR 4 8 " D I A . DRAINAGE STRUCTURE 1 6 4 " X 6 4 " X 6 " )

FSA FOR 60" D I A . F L A T S L A B ADAPTOR FOR 6 0 " D I A . DRAINAGE STRUCTURE ( 7 6 " X 7 6 " X 7 " )

DRAINAGE BASE F L A T S L A B A D A P T O R F O R 72" D I A . D R A I N A G E S T R U C T U R E ( 8 4 " D I A . I

( 7 6 " X 7 6 " X 7 " ) F L A T S L A B A D A P T O R F O R 8 4 " D I A . D R A I N A G E S T R U C T U R E l 9 B " D I A . l F L A T S L A B A D A P T O R F O R 96" D I A . D R A I N A G E S T R U C T U R E ( 1 1 2 " D I A . ) F L A T S L A B ADAPTOR FOR 1 2 0 " D I A . DRAINAGE STRUCTURE 1 1 4 0 " 0 1 6 . 1

C I R C U L A R BASE OR C I R C U L A R R I S E R

SEE A L S O STD. DRAWING 719-420-00

FLAT SLAB ADAPTOR INSTALLATION

FSA FOR 72 " OIA. DRAINAGE BASE (84"OIA. I PLAN SHOWING REINFORCEMENT

FSA FOR 7 2 " 014. DRAINAGE BASE (84"OIA. I

FSA FOR 96 - OIA. FSA FOR 96" D I A . DRAlhAGE BASE l 1 1 2 " D I A . l

ORAlhAGE BASE PLAN SdOWING REINFORCEMENT (112"OlA. 1

q - 4 ' '

( 8 1 NO. 4 BARS SPACEO AS SHOWN I

3 e O . SPI= [ 5@6"= 7 ~ 3 " = 8@5"= 4" 1 1 " . 2 ' +" ' < 3 3, -4,,

( 2 4 1 NO. 6 BARS SPACED AS SHOWN

S E C T I O N FRONT ELEVATION FSA FOR 96" DRAINAGE BASE 1112"OIA. I

FSA FOR 84 " OIA. DRAINAGE BASE l98"OIA. I

FSA FOR 8 4 " D I A . DRAINAGE BASE (98"DIA. )

PLAN SHOWING REINFORCEMENT

( 7 1 BARS SPACED AS SHOWN NO. 4 BARS

( 2 1 1 BARS SPACED AS SHOWN NO. 6 BARS

DRAINAGE BASE 1140"OIA. I

REFERENCES NOTES: NATIONAL DOCUMENTS

. . 1. SEE DRAWING 719-425-01 FOR NOTES.

, , "

( 1 1 1 NO. 4 BARS SPACED AS SHOWN A

,* 8' 281s-3,*= 7e EO. SP.= I Y

2 ' - 6 " 7 ' 8 " - . ................. ! .................. *.

5e6"= 1483"= [ I O ~ S " = b f i 4 ' -2"

( 3 2 1 NO. 6 BARS SPACEO AS SHOWN I DRAINAGE BASE (140 "01~ . ' 1

RELATED DRAWINGS b KEYWOROS


0 1312008 IDSO 1 GENERAL R E V I S I N S P I DATE ICRK I DESCRIPTION

rou7u craounr a r ~ * a r * i ~ t o i ran*iPwrrr,on



SUBSTRUCTURE C I R C U L A R F L A T S L A B

F S A FOR 120" D I A . O R A I N A G E B A S E ( 1 4 0 " D I A . ) ADAPTER P L A N SHOWING RE INFORCEMENT



SECTION 719-500

REFERENCES NATIONAL OOCUYNTS AASHTO M 235

.SC r lEAVY OLTI MAhnOLE C A S T l h G 5FE DRAfilhC 719-595-02 \

L

' L " + 1 - 3 m

+ r V i

a 0

LL

FOR NOTES AND MANHOLE FRAME AND COVER DETAILS SEE STD. DRAWINGS 719-505-03 AND 719-505-04

SEE Q U A L I F I E D PRODUCT L I S T 1 4 FOR MANUFACTURERS OF PRECAST ITEMS.

AN0

@ B R I C K W A L L S ( 8 " ) (MAX 1 2 ' D E P T H )

0 4 8 ' ' DIA. CIRCULAR DRAINAGE BASE (CONFORMING TO STO. DRAWING 719-420-00) AN0 @ 4 8 " D I A . C IRCULAR R I S E R (CONFORMING TO STD. DRAWING 7 1 9 - 4 2 0 - 0 0 )

AND

@MANHOLE PC ECCENTRIC CONE

Ill"," C I " O I I N * DEP*RIUENT OF TRAR5PrnT*TION


ROOM 4 0 5 COLUMBIA. SC 29201

W U

5 @ BOTTOM SLAB ( C I P V A R I A B L E OR PC 1 0 0 " D1A.X 6 " )

STANDARD DRAWING DRAINAGE ACCESS

MANHOLE HEAVY DUTY

DRAINAGE STRUCTURE

71 9-505-01 EFFECTIVE LETTING OATE 1 MAY 2009

T A B L E 7 1 9 - 5 0 5 A PRECAST I T E M S

MANHOLE PC BOTTOM S L A B ( 1 0 0 " D I A . X 6 " )

MANHOLE PC ECCENTRIC CONE

SEE ALSO 7 1 9 - 5 0 5 - 0 3 & 7 1 9 - 4 2 0 - 0 0

NOTES: K t t t K t N C t 5

NATIONAL DOCUMENTS AASHTO M 199, ASTM A 7 0 6 1 . ALL MATERIALS. DESIGN. MANUFACTURE. TESTING AND PRODUCT

PERFORMANCE FOR PRECAST CONCRETE COMPONENTS AND ACCESORIES SHALL B E I N ACCORDANCE WITH AASHTO M 1 9 9 AND SECTION 7 1 9 OF THE SCDOT STANDARO S P E C I F I C A T I O N S FOR HIGHWAY COSTRUCTION ( L A T E S T E O I T I O N I . .

7 -4 ,, - T,. .. , . . .T. .7.. . , . . . . . , .. . , . . . . , . . . r. ,-, ! -. . ?. ., . . . . 3 : : : . . . . . . . ; 6 t +..<..-,-..L..-l..-L-..L..>.-,-.+..+ -,... . L..J . . . L..A. . , . . . + . . : : : : : : . . . . . . . - !..L.J..!..!+..J...!...!L..~...i..L )..!..!~,~,-!-.,L.J

CUT BARS MINIMUM

-1 " CLEAR FROM OPENING

m L

1 'r*" 4 : ( 2 1 *16 BARS -

w BUNDLE0 5" TYP.

2 . FOR PRECAST CONSTRUCTION A MIN IMUM OF CLASS 4 0 0 0 P CONCRETE SHALL BE USED.

3 . MANHOLE I N L E T ADAPTORS ARE DESIGNED TO B E REVERSIBLE AND CAN B E ROTATED UP TO 1 8 0 DEGREES TO S A T I S F Y F I E L D CONDITIONS. ENGINEER SHALL NOTE BOX P O S I T I O N ON F I N A L PLANS WHEN DIFFERENT FROM STANDARD.

QUALIFIEO PRODUCT L I S T I4 INLET ADAPT0

PLACE MASONITE SHIMS AND GROUT AS REOUiRED TO ACHIEVE PROPER

RECAST DRAINAGE ELEVATION OX (SEE 719-305-001

OR

BUILT I N PLACE BUILT I N PLACE

4. ALL MANHOLE I N L E T ADAPTOR SLABS ARE TO B E A MIN IMUM OF 8 INCHES T H I C K WITH THE REINFORCING STEEL PLACED R E L A T I V E TO THE CATCH B A S I N OPENING.

5 . REINFORCING STEEL SHALL BE ASTM A-706. LOW-ALLOY STEEL DEFORMED BARS FOR CONCRETE REINFORCEMENT. GRADE 6 0 .

6 . USE OF I N L E T ADAPTOR SLABS ON E X I S T I N G BOXES MUST BE APPROVED BY THE ENGINEER BEFORE INSTALLATION.

7 . FOR USE ON NEW B U I L T I N PLACE BRICK BOXES THE MAXIMUM OUTSIDE DIMENSIONS OF THE BOX SHALL NOT EXCEED THE OUTSIDE OIMENSIONS OF THE AOAPTOR SLAB.

8. THE ADAPTOR SLAB AS SHOWN I S DESIGNED FOR HS 2 5 L I V E LOAD.

9 . CHAIRS ARE TO BE USED TO P O S I T I O N THE STEEL MATS I N THE ADAPTOR SLAB.

1 0 . R I S E R S MUST BE PLACED BETWEEN BOX AND I N L E T ADAPTOR AND MAY NOT B E PLACEO BETWEEN I N L E T ADAPTOR AND MANHOLE FRAME.

1 1 . SEE DRAWINGS I N SECTION 719-305-01 AND 719-505-02 OF THE STANDARD DRAWINGS FOR D E T A I L S ON MANHOLES.

1 2 . SEE SCOOT STANDARD DRAWINGS 719-305-00 AND 7 1 9 - 3 1 0 - 0 0 FOR APPROPRIATE BOX S I Z E BASED ON P I P E DIAMETERS REQUIRED.

t i m m m q SUPPORT ENGINEER

SIDE ELEVATION MANHOLE INLET AOAPTOR INSTALLEO

SIDE ELEVATION MANHOLE INLET ADAPTOR

MANHOLE INLET ADAPTOR FOR 6 'X6 ' BOX A=I I,,"

(88"X88"X8" I B=5"

1 3 . SUPPLY PRECAST CONCRETE COMPONENTS FOR DRAINAGE ITEMS A T EACH LOCATION FROM A S I N G L E SOURCE PRECAST MANUFACTURER THAT HAS BEEN INSPECTED AN0 APPROVED BY THE MATERIALS AND RESEARCH ENGINEER. SUPPLY ALL INTERCHANGEABLE PRECAST PARTS ON E N T I R E PROJECT FROM A S I N G L E SOURCE MANUFACTURER L I S T E D ON Q U A L I F I E D PRODUCT L I S T 1 4 UNLESS APPROVED BY RCE. ITEMS FROM M U L T I P L E MANUFACTURERS SHOULD NOT B E INSTALLED I N I N D I V I D U A L LOCATIONS.

FRONT INSIDE EDGE OF STANDARD INSTALLATION (SEE NOTE 31

14 . TnE .SE OF i ' l i . .UASI . .h11S h i . h l l l l ~ l ! I I . I l r i l CDhlRACTOR OF TnE R E S P O h S I R I . I r Y U r U H T A l h l h G SATISFACTDIIY IhS7A-.ATlOhS. SEE STAhDARn ! .hAKlhCS bUH PHI C A S I CII\CH I Dl lA l iuAGE BOX OR STR.Cl.RE FOR A ~ D I T I O N A L O E T A l - S AZD S l ' t C 11 $ C A I 1 ~ 1 1 ~ 5 .

1 5 . L I F T HOLES AND/OR DEVICES MAY B E PLACEO AS NECESSARY. A L L L I F T HOLES SHALL BE GROUTED SHUT PRIOR TO COMPLETION OF THE INSTALLATION. A L L L I F T I N G METHODS MUST MEET OSHA REGULATIONS.

16 . THE CONTRACTOR SHALL USE MANUFACTURERS L I S T E D ON Q U A L I F I E D PRODUCT L I S T 1 4 FOR PRECAST ITEMS ON THLS DRAWING.

PRECAST MANUFACTURER SHALL FOLLOW Q U A L I F I E D PRODUCT P O L I C Y 1 4 BEFORE SUPPLYING T H I S I T E M ON SCDOT PROJECTS.

1 7 . PRECAST ITEMS MOOIF IED FROM T H I S STANDARD SHALL NOT BE L I S T E D ON Q U A L I F I E D PRODUCT L I S T 1 4 . HOWEVERl CONTRACTOR MAY SUBMIT DESIGN DRAWINGS AND CALCULATIONS TO THE ENGINEER OF RECORD FOR REVIEW.

I MARCH 3, 2009 DATE I

1 8 . JOINTS BETWEEN INSTALLED P1,FCES AN0 PRECAST ITEMS TO BE PLACED SHALL B E SEALEO WITH A I GROUT L I F T OR AN APPROPRIATE PLASTIC PREFORMED G ~ S K E T (FROM QUALIFIED PRODUCT L I S T 1 3 . )

1 9 . THE CONTRACT U N I T P R I C E FOR MANHOLE WITH STANOARD BOX SHALL INCLUDE THE COST OF FURNISHING A L L MATERIALS AND WORK INCIDENTAL TO THE CONSTRUCTION OF THE STRUCTURE COMPLETE I N PLACE AS SHOWN INCLUDING I N L E T ADAPTOR. MANHOLE SYSTEM. AND S P E C I F I E D ORAINAGE BOX I N ACCORDANCE WITH THE SCDOT STANDARD S P E C I F I C A T I O N S FOR HIGHWAY CONSTRUCTION ( L A T E S T E D I T I O N ) AND T H I S STANDARD DRAWING.

INSTALLEO MANHOLE INLET ADAPTOR

D E T A I L MANHOLE INLET AOAPTOR FOR 4 'X4 ' BOX n=11,;'

8 3 " (134~x64 "X8")

MANHOLE INLET ADAPTOR FOR 5 'X5 ' BOX

A={ I,;'

(76"X76"X8" I B=4" ?=7"

20. P R E C A ~ T C O ~ C R E T E clnc..nn c rn .c i . k~s ( A S s t ~ o r N oh 1 1 9 470 0 0 1 AIII I u I I I I I i I 11. . ou I ~ G AI'I . . ( C A I in\s LZ..ESS PROr l !B ITED BY TnE P .AhS UI I 5 1 ' I C l A . I b I l O \ l 5 l l l h 5 .

L o l ON ORAINAGE STRUCTURES WITH A DEPTH EQUAL TO OR GREATER THAN 1 2 FEET.


ROOM 405 COLUMBlA. SC 2 9 2 0 1

l b ) ON ORAINAGE STRUCTURES WHERE THE FLOW L I N E ELEVATION OF THE I N L E T P I P E I S EQUAL TO OR HIGHER THAN THE I N S I D E TOP ( S O F F I T ] OF THE OUTLET P I P E .

l o 1 AS REQUIRED BY THE PROJECT PLANS.

2 1 . THE PAY I T E M SHALL BE: STANDARD DRAWING TABLE 71 9 -5050 MANHOLE WITH STANDARD 4'X4'BDX_---------_----EA. MANHOLE WITH STANDARD 5'X5'BDX---------------EA. MANHOLE WITH STANDARD 6'X6'BOX---------------EA. MANHOLE WITH MODIF IED BOX NO.l-l-------------EA. I I DRAINAGE ACCESS

MANHOLE HEAVY DUTY

I N L E T ADAPTOR

STD. DRAWINGS OF I N L E T ADAPTORS THAT HAVE S I M I L A R STRUCTURAL DESIGN

TABLE 719-505C PRECAST ITEMS

71 9-505-02 EFFECTIVE LETTING DATE I MAY 2009

CB TYPE 9 7 1 9 - 0 0 9 - 0 4 0 1 2 4 " X 2 4 " 7 1 9 - 1 0 5 - 0 2 D l 2 4 " X 3 6 " 7 1 9 - 1 0 5 - 0 3 MANHOLE 7 1 9 - 5 0 5 - 0 3 J B SHALLOW 7 1 9 - 3 3 0 - 0 2

MANHOLE INLET AOAPTOR FOR 4 x 4 BOX ( 6 4 " X 6 4 " X 8 " 1

MANHOLE INLET AOAPTOR FOR 5 x 5 BOX ( 7 6 " X 7 6 " X 8 " 1 MANHOLE INLET AOAPTOR FOR 6 x 6 BOX ( 8 8 " X 8 8 " X 8 " 1 SEE ALSO STD. DRAWING 719-505-01 & 719-505-02

AASHTO M221, AASHTO M105. AASHTO M306 NOTES:

1. FOR B U I L T I N PLACE CONSTRUCTION OF THE MANHOLE. EITHER BRICK MASONRY (WALLS ONLY1 OR CLASS 3 0 0 0 CONCRETE MAY BE USED. FOR PRECAST CONSTRUCTIONI A MINIMUM OF CLASS 4000P CONCRETE SHALL BE USED (SEE STD. DRAWING 719-420-001.

2. BRICK WALLS ARE TO BE 8 " THICK. CONCRETE BRICK AND SIMILAR SOLID UNITS SHALL CONFORM TO THE REQUIREMENTS OF ASTM C 55 . GRADE S-11.

3. CORBELLING (RACKING) OF BRICK MASONRY FOR MANHOLES SHALL BE AT A MIN. RATE OF 2.5:1.

OUALIIFIEO PRODUCT L I S T 1 3 4. THE BOTTOM SLAB OF THE BOX SHALL BE A MINIMUM OF 6 " THICK REINFORCED CONCRETE (CLASS 3 0 0 0 OR 4 0 0 0 P 1 CONCRETE WITH A REINFORCING STEEL AREA OF 0 . 2 0 SQUARE INCHES PER FOOT. WIRE MESH MAY BE USED I N L I E U OF STEEL BARS PROVIDED A MINIMUM OF 0 . 2 0 SQUARE INCHES PER FOOT I S MET.


6. REINFORCING STEEL SHALL BE ASTM A-706. LOW-ALLOY STEEL DEFORMED BARS FOR CONCRETE REINFORCEMENT. GRADE 60 . WIRE MESH SHALL CONFORM TO AASHTO M 5 5 AND M 221.

7. SEE STANDARP DqAWlNG 719-550-00 FOR STEPS. WHICH ARE REQUIRED WHEN STRUCTURE DEPTH EXCEEDS 4 6 ' .

8. SEE STANDARO DRAWINGS 719-420-00 AND 719-425-00 FOR DEPTHS GREATER THAN 1 2 ' . PRECAST CONCRETE CIRCULAR DRAINAGE STRUCTURES ARE REQUIRED WHEN THE DEPTH ?ROY

THE TOP OF THE DRAINAGE BOX BOTTOM SLAB TO THE TOP OF THE GROUND EXCEEDS 1 2 -0 . 9 . LOCATION AND S I Z E OF P I P E S ARE S I T E SPECIFIC (SEE DRAINAGE PLANS). THE BOTTOM OF THE CATCH BASIN 1 5 TO BE GROUTED TO THE LOWEST FLOW L l N E ELEVATION OF ALL PIPES. I F BOTTOM SLAB I S CAST I N PLACE WITH PIPES INSTALLED. BOTTOM SLAB THICKNESS MUST BE ACHIEVED BEYOND P I P E OUTSIDE DIAMETER. p?Emmmml

SUPPORT ENGINEER SECTION SCALE 1.5":l' MANHOLE FRAME STIFFENER

10. FOR CONCENTRIC AND ECCENTRIC CONES REFER TO STO. DRAWINGS 719-420-00.

11 . CASTINGS SHALL CONFORM TO AASHTO M 105. CLASS 3 5 8 . CASTING SHALL MEET LOAD TEST OF AASHTO M 3 0 6 .

12 . CASTINGS SHALL BE MANUFACTURED SO AS TO PREVENT THE COVER FROM RATTLING UNDER TRAFFIC.

*@ FRAME DETAIL

13 . ONLY ON5 VENT HOLE ( I " D I A . 1 SHALL BE MANUFACTURED I N COVER WlTH 2 PICK HOLES (MAX 1 D I A . 1 .

14. ALTERNATE COVER FACES THAT MEET THE ABOVE SPECIFICATION ARE ACCEPTABLE. MANHOLE SHALL BE L INED UP WITH THE INTERIOR OF THE BOX AS SHOWN.

15 . ALL MANUFACTURING PROCESSES FOR THE MANHOLE COVER AND RING MUST OCCUR I N THE UNITED STATES.

16 . THE CONTRACT U N I T PRICE FOR MANHOLES SHALL INCLUDE THE COST OF FURNISHING ALL MATERIALS ( B U I L T I N PLACE OR PRECAST) AND WORK INCIDENTAL TO THE CONSTRUCTION OF THE STRUCTURE COMPLETE I N PLACE AS SHOWN I N ACCORDANCE WlTH THE SCDOT STANDARD SPECIFICATIONS FOR HIGHWAY CONSTRUCTION [LATEST E D I T I O N ) .

SEE D E T A I L I

17. THE USE OF PRECAST UNITS WILL NOT RELIEVE THE CONTRACTOR OF THE RESPONSIBILITY OF OBTAINING SATISFACTORY INSTALLATIONS. SEE STANDARO DRAWINGS FOR PRECAST CONCRETE DRAINAGE STRUCTURE FOR ADDITIONAL DETAILS AND SPECIFICATIONS.

18. L I F T HOLES AND/OR DEVICES MAY BE PLACED 'AS NECESSARY. ALL L I F T HOLES SHALL BE GROUTED SHUT PRIOR TO COMPLETION OF THE INSTALLATION ALL L I F T I N G METHODS MUST MEET OSHA REGULATIONS.

19. THE CONTRACTOR SHALL USE A SINGLE SOURCE MANUFACTURER L ISTED ON Q U A L I F I E D PROOUCT L I S T 1 4 FOR PRECAST ITEMS ON T H I S DRAWING.

2 0 . PRECAST MANUFACTURER MUST MEET ALL OTHER REQUIREMENTS OF QUALIF IED PRODUCT POLICY 1 4 .

I MARCH 2, 2009 OATE 1

2 1 . PRECAST ITEMS MODIFIED FROM T H I S STANDARD SHALL NOT BE L ISTED ON QUALIF IED PRODUCT L I S T 1 4 . HOWEVER, CONTRACTION MAY SUBMIT DESIGN DRAWINGS AND CALCULATIONS TO THE ENGINEER OF RECORD FOR REVIEW.

22 . JOINTS BETYFEN INSTALLED PIECES AND PRECAST ITEMS TO BE PLACED SHALL BE SEALED WlTH A GROUT L I F T OR AN APPROPRIATE PLASTIC PREFORMED GASKET (FROM QUALIFIED PRODUST LIST 13. I


23 . BED SHALL BE PREPARED AND COMPACTED FOR PRECAST DRAINAGE STRUCTURE AS REQUIRED BY SCDOT STANDARO SPECIFICATIONS FOR PRECAST ITEMS. ELEVATION OF BEDDING MATERIAL SHALL BE APPROPRIATE TO ACCOMMODATE ELEVATION OF ALL PIPES AND REQUIRED TOP ELEVATION.

FRAME FRONT ELEVATION MANHOLE FRAME

24. PLACE AND LEVEL PRECAST CIRCULAR DRAINAGE STRUCTURE.

25 . P IPES SHALL BE INSTALLED AND GROUTED I N PLACE.

26 . P IPES AND CIRCULAR DRAINAGE STRUCTURE SHALL BE BACKFILLED AND COMPACTED AS REQUIRED BY SCDOT STANDARO SPECIFICATIONS (LATEST E O I T I O N I .

snu,,, GrnBL,Wk ~ ~ ~ A ~ T ~ ~ ~ nF ,RA#sPoRTAT,m"


ROOM 405 COLUMBIA. SC 29201 27. ANY LOCATION WHERE THE ABOVE REQUIREMENTS CANNOT BE MET SHALL BE COMPLETED

USING CAST I N PLACE MATERIALS MEETING THE REQUIREMENTS OF T H I S STANDARO DRAWING. ANY ADDITIONAL MATERIALS OR COSTS ASSOCIATED WITH THE USE OF PRECAST SHALL BE

P A I D FOR BY THE CONTRACTOR AND MAY NOT BE CHARGED TO SCOOT.

28 . PRECAST CONCRETE CIRCULAR STRUCTURES ( A S SHOWN ON 719-420-00) ARE REQUIRED FOR THE FOLLOWING APPLICATIONS UNLESS PROHIBITED BY THE PLANS OR SPECIAL PROVISIONS. DRAINAGE ACCESS

MANHOLE HEAVY DUTY

CAST I NG

l a ) ON DRAINAGE STRUCTURES WITH A DEPTH EQUAL TO OR GREATER THAN 1 2 FEET.

( b l ON DRAINAGE STRUCTURES WHERE THE FLOW L l N E ELEVATION OF THE INLET P I P E I S EQUAL TO OR HIGHER THAN THE I N S I D E TOP ( S O F F I T ) OF THE OUTLET P I P E .

l c l AS REQUIRED BY THE PROJECT PLANS.

29 . THE PAY ITEM SHALL BE: MANHOLE.----.-.-------EA

P I C K HOLES

D E T A I L SCALE 3": i ' PLAN VIEW MANHOLE COVER

AASHTO M221, AASHTO MlO5. AASHID M306

OUALIFIED PRODUCT L I S T 13


MARCH 2 , 2009 DATE

RIENFORCINC F I N DETAIL

SOUTH CIROLlNI DEPIR IU INT m ina*rPoniriion


ROOM 405 COLUMBIA. SC 2 9 2 0 1

DRAINAGE ACCESS MANHOLE

HEAVY DUTY CAST I NG

SW", CAWOLVNA DCFAR,EW nF rnANsPoR,AT,oN

DESIGN STANDARDS OFF ICE 955 PARK STREET


I STANDARD DRAWING I MANHOLE

L I G H T DUTY C A S T I N G

( F O R USE O U T S I D E OF T R A F F I C )

D E T A I L SCALE 3 " : l ' L IGHT DUTY MANH CE COYER BOTTOM YIFW

DESIGN STANDARDS OFFICE 9 5 5 ROOM PARK 4 0 5 STREET

COLUMBIA. SC 2 9 2 0 1

DRA INAGE ACCESS MANHOLE

L I G H T DUTY CAST I NG

( F O R USE O U T S I D E OF T R A F F I C )

71 9-51 0-02 EFFECTIVE LETTING DATE I MAY. ZOO9

I MARCH 2. 2009 DATE I

i !

D E S I G N S T A N D A R D S O F F I C E 955 P A R K STREET

ROOM 405 C O L U M B I A . SC 29201

D R A I N A G E A C C E S S S T E P S

F O R D R A I N A G E

S T R U C T U R E S

R E F E R E N C E S NATIONAL DOCUMENTS AASHTO M199, AkSHIO A106

SCDOT DOCUMENTS .....

RELATE0 DRAWINGS h KEYWORDS

STEP OPTION 1 CAST IRON STEP 0 0 NOT

D E T A I L SCALE 1.SB:1'

NO. 8 DEFORMED REBAR GRADE 6 0 OR BETTER

S IDE PLAN SIDE ELEVATION ELEVATION 1 0 " MIN .

?I

USE ONLY WHEN STEP I S INSTALLED AS BOX I S B U I L T . I B U I L T I N P L A C E I MAY B E USED WITH B U I L T I N PLACE CONSTRUCTION.

NOTES:

1 . STEPS SHOULD BE INSTALLED I N ALL DRAINAGE STRUCTURES THAT EXCEED THE DEPTH OF 4 -6".

2 . STEPS D I F F E R I N G I N OIMENSION. CONFIGURATION. OR MATERIALS FROM THOSE SHOWN MAY ALSO B E USED PROVIDED THE CONTRACTOR HAS FURNISHED THE ENGINEER WITH D E T A I L S OF THE PROPOSED STEPS AN0 HAS RECEIVE0 WRITTEN APPROVAL FROM THE ENGINEER FOR THE USE OF SUCH STEPS. A L L STEPS FOR CAST I N PLACE OR PRECAST STRUCTURES SHALL MEET AASHTO S P E C I F I C A T I O N M-199.

3 . FOR MASONRY CONSTRUCTION. STEPS SHOULD MEET THE DIMENSIONS AND EMBEDMENT SHOWN ON T H I S STANDARD DRAWING: AND ALSO MEET ALL OTHER S P E C I F I C A T I O N S OF AASHTO M-199.

4. STEPS SHALL B E PLACED 1 2 - 1 6 INCHES CENTER TO CENTER ON WALL. AND PROTRUDE A MIN IMUM OF 4 INCHES FROM I N S I D E FACE OF STRUCTURE WALL. STEP SPACING W I T H I N A S INGLE STRUCTURE SHOULD B E MAINTAINED W I T H I N 1 OF THE AVERAGE STEP SPACING FOR THAT STRUCTURE. SEE DRAWING OF STEP PLACEMENT ON T H I S SHEET.

5. REINFORCING STEEL SHALL CONFORM TO ASTM A-706 LOW-ALLOY STEEL DEFORMED AND P L A I N BARS FOR CONCRETE REINFORCEMENT. GRADE 60 .

6 . THE COST OF PLACING STEPS SHALL B E INCLUDED I N THE P R I C E FOR THE DRAINAGE STRUCTURE.

10" M I N . PL/IN

GROUTED COMPOSITE S T E P FOR MASONRY

POLYPROPYLENE P L A S T I C

#3 DEFORMEO GRADE 6 0 S T E E L ROD OR

SECT1 ON A-A #4 DEFORMED GRADE 4 0 COMpOS I T E RUNG OR B E T T E R S T E E L ROO

SCALE w 1 .5 " : l '

S I D E E L E V A T I O N

OPTION 2 BENT REBAR USE I N SANITARY SEWER MANHOLES

.PENETRATION STOP

GROUTLESS COMPOSITE STEP

SCALE v 1.5": l '

USE ONLY WHEN STEP I S INSTALLEO AS BOX I S BUILT. I B U I L T I N PLACEI MAY BE USE0 WITH BUILT I N PLACE CONSTRYCTION. WHEN INSTALLED AFTER BOX I S BUILT FOLLOW MANUFACTURER S REQUIREMENTS FOR DRILLING. AN0 INSTALLATION. SCALE 0ETni_Q 1.SY: I '

ASTM A706 NOTES:

1 . Ill 3 I . I !h P.ACE CChSTR C 1 1I:h I11 !-#I ?I I IAICI~T COP.CRE1F ill AllnA. i:..A:s (100) CIP.II~I II A I I . . . lc ,,,lin,r c ~ ~ j r n . c r : o r . . A M I ~ I V . U (.F . A!.\ dO..P CO\CRCTf. h l l l ' : k c I , , , ~ I C . . l ? l h l C h T C OF SECTIOF. / I 1 11 'IIE SCCOT S T A ~ O A ? O LPI.CII I ( A I I.I~:, I i t ,,IL .m c : h s T ~ . c r l o ~ . . A I E ~ I t u l r t o h ~ .

2 . REINFORCING STEEL SHALL BE ASTM 6-706. LOW-ALLOY STEEL DEFORMED BARS FOR CONCRETE REINFORCEMENT. GRADE 6 0 .

3 . GROUT SHALL BE TYPE M MORTAR MATERIAL I N ACCOROANCE WITH SECTION 1 1 8 OF THE SCOOT STANOARO S P E C I F I C A T I O N S FOR HIGHWAY CONSTRUCTION (LATEST E D I T I O N I .

SPECIFICATIONS FOR HIGHWAY CONSTRUCTION OUALlFlEO PRODUCT L I S T I 4

4 . I N THE EVENT THE HEAOWALL I S SKEWED TO THE P I P E , THE PORTION OF P I P E THAT PROTRUDES BEYOND THE EXPOSED FACE OF THE HEAOWALL SHALL BE CUT FLUSH AND GROUTED SMOOTH WITH THE EXPOSEO FACE OF THE HEADWALL.

FOR THREE OR MORE L I N E S OF P I P E THE WIDTH I M ) SHALL BE INCREASED BY THE 'b' AN0 ' C ' DIMENSIONS AN0 THE REINFORCING STEEL SHALL INCREASE ACCORDINGLY.

6 . WHEN P I P E S OF D IFFERENT DIAMETERS ARE USED DESIGN SHOULD COMPLY WlTH DESIGN OF LARGEST P I P E .

PRECAST NOTES: RELATED DRAWINGS b KEYWORDS

" I T Y P . )

7 . THE USE OF PRECAST U N I T S W I L L NOT R E L I E V E THE CONTRACTOR OF THE R E S P O N S I B I L I T Y OF OBTAINING SATISFACTORY INSTALLATIONS.

FRONT ELEVATION S I N G L E P I P E

FRONT ELEVATION M U L T I P L E P I P E S

8 . L I F T HOLES AND/OR DEVICES MAY BE PLACED AS NECESSARY. ALL L I F T HOLES SHALL B E GROUTED SHUT PRIOR TO COMPLETION OF THE INSTALLATION. ALL L I F T I N G METHODS MUST MEET OSHA REGULATIONS. pTimmm

SUPPORT ENGINEER 9 . THE CONTRACTOR SHALL USE MANUFACTURERS L I S T E D ON O U A L I F I E D PRODUCT L I S T 1 4 .

1 0 . PRECAST ITEMS MODIF IED FROM T H I S STANDARO SHALL NOT BE L I S T E D ON Q U A L I F I E D PROOUCT L I S T 1 4 , HOWEVER. CONTRACTOR SHALL SUBMIT DESIGN DRAWINGS AND CALCULATIONS TO THE ENGINEER OF RECORD FOR REVIEW.


1 1 . BED SHALL B E PREPARED AND COMPACTED FOR STRAIGHT CONCRETE HEADWALL AS REQUIRED BY SCDOT STANDARO S P E C I F I C A T I O N S FOR PRECAST ITEMS. ELEVATION OF BEDDING MATERIAL SHALL B E APPROPRIATE TO ACCOMMODATE ELEVATION OF P I P E .

1 2 . PLACE AND LEVEL PRECAST HEADWALL.

1 3 . P I P E S SHALL BE BRICKED AND GROUTED I N PLACE.

1 4 . P I P E S AND HEAOWALL SHALL B E B A C K F I L L E D AN0 COMPACTED AS REOUIRED BY SCDOT STANDARD SPECIF ICATIONS.

1 5 . BRICK AND MORTAR SHALL BE USED TO ADJUST ELEVATIONS OF THROAT WALLS AS REQUIRED TO MEET ELEVATION AND CROSS SLOPES.

D l g T A N C E TO HEADWALL: 2 4 ' O U T S I D E NORMAL SHOULDER Y I O T H M I N I M U M S : UNDER ADT 7 5 0 - 1 7

OVER ADT 7 5 0 - 3 0 ,TRAVELWAY,

i

1 1 . nr.r . c c ~ r l o h "*ERE T,E ~ 3 0 . ~ INCO.IIILVIP.IS CA\\III III u i S.IA.. C'E (:IIMc'.EIEO . S l h G CAST l h P-ACE MATERlA.5 M E E l l h C l i .. 1ki.l. 1: l thlEhTS CF 1,115 'i!AhlA,ll l l l < A n l h C . A h 1 AL'Ul l l l?hAL M A I I I I I A Ill (.(:!;I.> AS!;.: l . lAl l 1 A l l , Ivmt .. '.!, I I,I (A:;I >,,,A I IHI I 'A I I 1.1 C,Y I, I ( ' ~ h ' ~ m . r [ , , < A ~ I M A Y I.OI h~ L ,A,I'I I I(. 5;111.

TWO HORIZONTAL NO. 4 BARS

1 7 . THE CONTRACT U N I T P R I C E FOR STRAIGHT HEADWALL FOR CIRCULAR P I P E SHALL INCLUOE THE COST OF FURNISHING ALL MATERIALS ( B U I L T I N PLACE OR PRECAST) AND WORK INCIDENTAL TO THE CONSTRUCTION OF THE STRUCTURE COMPLETE I N PLACE AS SHOWN I I N C L U D I N G CLASS B R IP-RAP1 I N ACCORDANCE WlTH THE SCDOT STANDARD S P E C I F I C A T I O N S FOR HIGHWAY CONSTRUCTION ( L A T E S T E O I T I O N I .

SIDE ELEVATION v <

2 -. ,

B


fl - ,2" ( T Y P . )

HEADWALL

18 . THE PAY I T E M SHALL BE: STRAIGHT CONCRETE HEADWALL 1---.PIPE-----..LINES)-EACH

S I Z E NUMBER

TABLE 719-605A RIPRAP mi I I I I

0 13/2008 I DSOI GENERAL REVISIONS #IDATE ICHKI DESCRIPTION :"I

3 . 6 0

4.50

2 .85 5 . 7 0

T A B L E 7 1 9 - 6 0 5 C P R E C A S T I T E M S

STRAIGHT HEADWALL SINGLE P I P E 1 5 " O I A . MAX. L39"X20"X63"1

I L USE CLASS B RIP-RAP I N ACCORDANCE WlTH SCOOT STANDARO SPECIFICATION SECTION 804 FOR BOTH BACKFILL AND

WRAP-AROUNO (SEE CHART 701-605Al CA8rn,Nh OSPhrnTMEW, w ,RawsPo",AT,~w


R O O M 405 C O L U M B I A . SC 29201

STRAIGHT HEADWALL SINGLE P I P E 1 8 " O l A . MAX. L42"X21"X66"1 STRAIGHT HEAOWALL SINGLE P I P E 2 4 * O l A . MAX. (48 "X24"X12"1 STRAIGHT HEADWALL SINGLE P l P E 3 0 " 01A . MAX. (54 "X26"X78"1 STRAIGHT HEAOWALL SINGLE P l P E UP TO 3 6 " D I A . MAX. 1 6 0 X X 2 7 " X 8 4 * 1 STRAIGHT HEADWALL SINGLE P l P E 4 2 " D I A . MAX. L66"X29"X102"1 STRAIGHT HEADWALL SINGLE P l P E 4 8 " O I A . MAX. (72 "X36"X108"1 STRAIGHT HEADWALL SINGLE P l P E 5 4 " O I A . MAX. (78 "X38"X126"1 STRAIGHT HEADWALL SINGLE P l P E UP TO 6 0 " O IA . MAX. 184"X39"X132"1 STRAIGHT HEAOWALL MULTIPLE P I P E S 1 5 " O I A . MAX. 139"X20"XMI STRAIGHT HEADWALL MULTIPLE P I P E S 1 8 " O I A . MAX. 142"X21"XMI STRAIGHT HEAOWALL MULTIPLE P I P E S 2 4 " O l A . MAX. L48"X24"XM1 STRAIGHT HEADWALL MULTIPLE P I P E S 3 0 " O I A . MAX. L54"X26"XM1

@ M I SHOWN I S FOR 2 P I P E S OF THE SAME DIAMETER. ADJUST ( M I AS REQUIRED FOR M U L T I P L E P I P E S OR P I P E S OF V A R I O U S

L T I P L E P l P E I S PER FOOT OF I M ) D I M E N S I O N

END TREATMENT ( S T R A I G H T

HEADWALL FOR C I R C U L A R

P I P E ) UP TO 3 6 " O IA . MAX. 160"X27"XM) 4 2 " O I A . MAX. (66 "X29"XM) 4 8 " D I A . MAX. (12 "X36"XMI 5 4 " O I A . MAX. (18 "X38"XMI UP TO 6 0 " D I A . MAX. 184"X39"XMl

EFFECTIVE LETTING DATE MAY 2WB T H I S DRAWING I S NOT TO SCALE

NATIONAL OOCUMENTS -

SECTION A-A

NOTES:

1 . BEVELED EN0 SECTIONS WlLL BE MANUFACTURED I N ACCORDANCE WITH SCDOT SUPPLEMENTAL TECHNICAL SPECIFICATIONS SC-M-714. THESE SPECIAL P l P E SECTIONS WILL BE MAOE DURING THE MANUFACTURING OF OTHER STATE APPROVED REINFORCED CONCRETE PIPE.

2. THE P l P E BEVEL MAY BE SAWED I N THE F I E L O I N L I E U OF BEING MANUFACTURED. I N F I E L D SAWING. THE P I P E OPENING MAY COME TO A POINT AT THE P l P E CREST RATHER THAN A RADIUS AS SHOWN ON THE DRAWING. ALTERNATE P l P E FOR SIDELINES MUST HAVE EACH EN0 BEVELED TO MATCH THE ADJACENT SLOPES. NO SEPARATE PAYMENT W l L L BE MAOE FOR PROVIDING THESE BEVELED ENDS.

3. PAYMENT FOR BEVELEO EN0 SECTIONS W l L L BE AS DIRECTED I N THE PLANS OR I N SPECIAL PROVISIONS.

4 . PLACE RIPRAP AS DIRECTED BY THE RCE.

5 . THE PAY ITEM SHALL BE:

--...---...PIPE CULVERT BEVELED EN0 SECTION---.--.--.---.-----L.F. S I Z E TYPE CLASS OR THICKNESS MIN. CLASS B RIPRAP-------TON

C H A R T 719-6108 RIPRAP PLACEMENT

CLASS

TABLE 71 9 -610A

THIS DRAWING I S NOT TO SCALE

EMBANKMENT SLOPE

...... . ..

SPECIFICAIION SC-M-714

1 MARCH 3 , 2008 OAIE 1

6:1

DESCRIPTION

I I I I 4:1 5:1



END TREATMENT ( R C P BEVELED

END

3:1

EFFECTIVE LETTING OAIE MAY 2008

2:1

SCOOT DOCUMENTS INSTRUCTIONAL BULLETINS 2009-2 1719-6W SERIES1

RELATED DRAWINGS d. KEYWORDS =

I JULY 30s 2009 DATE 1

smm Cmm,~" rnPArn,UEW, ms ,RnNsPsRTA,xo"



END TREATMENT ( P I P E END STRUCTURE

W 1 TH LOAD-CARRYING

GRATE FOR 12"-72" P I P E S )

E L E V A T I O N V I E W

2 " D I A . BAR @ 1 0 . 6 8 L B S . / F T OR NO. 1 4 REBAR I A S T M A-706 GRADE 6 0 1 7

COLLAR

L 21,2.X2',i'Xl,i'

'fi' X4" STUD SHEAR CONNECTOR OR NO. 4 REBAR @ 2 4 " O.C.

DETAIL

SEE DETAIL

J--@

SECTION S I D E ELEVATION

GRATE PLAN VIEW - NOTES:

1 . FOR B U I L T I N PLACE CONSTRUCTION OF THE P l P E END STRUCTURE C I P CLASS 3 0 0 0 CONCRETE MAY BE USED. FOR PRECAST CONSTRUCTION. A MIN IMUM OF CLASS 4 0 0 0 P CONCRETE SHALL B E USED.

2 . REINFORCING STEEL SHALL BE ASTM A-706. LOW-ALLOY STEEL DEFORMED BARS FOR CONCRETE REINFORCEMENT. GRADE 6 0 . WIRE MESH SHALL CONFORM TO AASHTO M 5 5 AN0 M 2 2 1 . B I L L E T STEEL BARS FOR GRATES SHALL ALSO CONFORM TO ASTM A-706.

3 . WIRE MESH MAY B E USEO I N L I E U OF STEEL BARS PROVIDED A MIN IMUM OF 0 . 3 0 SO. IN. PER FT. I S MET.

4. FOR PRECAST CONSTRUCTTON REINFORCING STEEL 1 s TO HAVE A MIN IMUM OF l',' CONCRETE COVER. ALL CAST-IN-PLACE CONSTRUCTION IS TO HAVE A MINIMUM OF 2. OF CONCRETE COVER W ~ T H THE USE OF A PERMANENT FORM PLACED BETWEEN THE BEDDING AN THE BOTTOM LAYER OF REINFORCING I N THE APRON.

5. I F P I P E I S TO B E SKEWED. THE OPENING W l L L B E ADJUSTED TO ACCOMMOOATE SKEW. OPENING W l L L BE L E S S THAN W-2".

6 . P A I N T STEEL GRATE AFTER FABRICATION. P A I N T SHALL CONSIST OF TWO COATS OF PRIMER AND ONE COAT OF F I N I S H BLACK. THE PRIMER SHALL BE Z INC- IRON OXIDE BASE. THE F I N I S H COAT SHALL BE BLACK ALKYD GLOSS ENAMEL. ALL PRODUCTS SHALL B E H I G H QUALITY COMMERC[AL PAINTS. TOTAL P A I N T THICKNESS SHALL BE 7 M I L S . MIN .

PRECAST NOTES:

7. THE USE OF PRECAST U N I T S W l L L NOT R E L I E V E THE CONTRACTOR OF THE R E S P O N S I B I L I T Y OF OBTAINING SATISFACTORY INSTALLATIONS. SEE STANDARD DRAWINGS FOR PRECAST CONCRETE DRAINAGE BOX OR STRUCTURE FOR ADDIT IONAL D E T A I L S AN0 S P E C I F I C A T I O N S .

8 . L l F T HOLES AND/OR DEVICES MAY BE PLACE0 AS NECESSARY. ALL L l F T HOLES SHALL BE GROUTED SHUT PRIOR TO COMPLETION OF THE INSTALLATION. ALL L I F T I N G METHODS MUST MEET OSHA REGULATIONS.

9. THE CONTRACTOR SHALL USE A S INGLE SOURCE MANUFACTURER CHOSEN FROM THE L I S T ON Q U A L I F I E D PRODUCT L I S T 1 4 FOR PRECAST ITEMS ON T H I S DRAWING.

10 . PRECAST MANUFACTURER SHALL MEET ALL REOUIREMENTS OF O U A L I F I E O PRODUCT POLICY 1 4 .

11 . PRECAST ITEMS M O D I F I E D FROM T H I S STANOARD SHALL NOT BE L I S T E D ON O U A L l F I E D PROOUCT L I S T 1 4 . HOWEVER. CONTRACTOR SHALL SUBMIT DESIGN DRAWINGS AND CALCULATIONS TO THE ENGINEER OF RECORD FOR REVIEW.


1 2 . BED SHALL B E PREPARED AND COMPACTED FOR PRECAST PIPE END STRUCTURE AS REOUIRED BY SCOOT STANDARD S P E C I F I C A T I O N S FOR PRECAST ITEMS.

1 3 . PLACE AN0 LEVEL PRECAST P l P E END STRUCTURE.

1 4 . P I P E S SHALL BE INSTALLED AN0 GROUTED I N PLACE.

1 5 . P I P E S AND P l P E EN0 STRUCTURE SHALL BE BACKFILLED AND COMPACTED AS REQUIRED BY SCOOT STANOARD S P E C I F I C A T I O N S .

1 6 . ANY LOCATION WHERE THE ABOVE REOUIREMENTS CANNOT BE MET SHALL BE COMPLETED USING CAST I N PLACE MATERIALS MEETING THE REQUIREMENTS OF T H I S STANDARD DRAWING. ANY AOOIT IONAL MATERIALS OR COSTS ASSOCIATED WlTH THE USE OF PRECAST SHALL BE P A I D FOR BY THE CONTRACTOR AND MAY NOT BE CHARGED TO SCDOT.

17 . PLACE RIPRAP AS DIRECTED BY THE RCE.

18 . THE CONTRACT U N I T P R I C E FOR P I P E END STRUCTURE SHALL INCLUDE THE COST OF FURNISHING ALL MATERIALS ( B U I L T I N PLACE OR PRECAST] AND WORK INCIDENTAL TO THE CONSTRUCTION OF THE STRUCTURE COMPLETE I N PLACE AS SHOWN I N ACCORDANCE WlTH THE SCOOT STANDARD S P E C I F I C A T I O N S FOR HIGHWAY CONSTRUCTION ( L A T E S T E D I T I O N I .

19 . PROVIDE R IPRAP GEOTEXTILE Q U A N T I T I E S AS INDICATED I N INSTRUCTIONAL B U L L E T I N 2009-2 . 2 0 . THE PAY I T E M SHALL BE: 7 1 9 8 7 X X P l P E END STRUCTURE- .-... EA. 8 0 4 1 0 2 0 RIP-RAP (CLASS El...-...TON 8 0 4 8 2 1 0 GEOTEX/EROS. CONT (CLASS 2 1 TYPE C....SY TABLE 71 9-61 5C

OESCRiPTlON I ADA INOKcPgYEHICLE

CHART 71 9-61 5D RIPRAP PLACEMENT

CLASS I Dsa'Fi ' ITHI%'&'&"<FT) B 0.75 1.50

C I 1 .30 I 2.60

I IMILILLkI IP. END. srR.1 NO I NO I NO

THIS ITEM MAY ONLY BE USEO I N AREAS WHERE PEDESTRIANS ARE PROHlBiTEO SUCH AS INTERSTATE MEDIANS.

TABLE 7 1 9 - 6 1 5 0 PRECAST ITEMS PlPF F\O STR C T RC P TO Id: I'II'F e 4:1 5 L l 1 2 i 0 2 3 - X < B L40' I I ' I P t rl.0 SIII.CI.RC .P 10 36 PIPE n 4:1 S.OPF. 0 2 7 AI,R 1<0'I I ' l 1 . t c\O SIII.CI.RC .q 10 L 4 " PIPE C 4 : 1 I.OPi 0 1 4 X ~ I ? A H r l ' l I t 5 S t . 10 12" F l l ' t ir 4:1 i . W L 1116 X l l i 4 i l l d ' I 6,II.L .\U SIII.Cl.liL .1' 10 i s ' I'll't r. G : I S.OFi , 1 1 5 X L B I P l P C L..U \ I l i .C l . l l t .I ' I U 36" IVII'L i" ':I "UI': 0 0 1 KEB k6<. 1 I r n I . : $ 6 I, r o 5.1:: 1.11~1 0 &:I ' . r w i ,442 ~ 9 2 ~ n ' I P I P n I : 7 . P T O 77 ~ ~ 1 1 ~ 1 o h i ! > . < I * c 1 > 1 1 8 1 1 2 A 1 0 0 ' 1

71 9-61 5-00 EFFECTIVE LETTING DATE I SEPTEMBER 2009 T H I S DRAWING 1 5 NOT TO SCALE

PRECONSTRLCT CON SUPPORT E h G I N E E R

I MAY 27. 2010 DATE 1

D E S I G N STANDARDS O F F I C E 955 P A R K S T R E E T

ROOM 405 C O L U M B I A . S C 2 9 2 0 1

STANDARD DRAWING F=== DRAINAGE

STRUCTURE UN I VERSAL

P I P E COLLAR

D E T A I L - @ SCALE 33'': 1 ' P l P E COLLAR ELEVATION

OPTIONAL BLOCKOUT TO AVOID U T I L I T I E S

EITHER S I D E

3 " MIN. CLEAR COVER I

CLEAR COVER

P I P E COLLAR PLAN VIEW

RAO I A L RE INFORCEMENT BENDING OPTIONS

I N S I D E LONGITUDINAL

BARS

I N S I D E RADIAL

REINFORCEMENT

P l P E COLLAR

I TABLE: 719-705A 1

I 12 ' 1 8 " 1 NO. 4 1 9 " 1 9 . 3 0 " 1 1 1 . 4 " 1 2 1 2 1

I P I P E

I N S I D E DIAMETER

COLLAR THICKNESS.

[CTI

2 4 "

3 6 "

4 8 "

7 1 9-705-01 EFFECTIVE LETTING DATE I JANUARY, 2011

I I I I I I I

R : + f l E E A F

8 "

1 0 "

1 0 "

6 0 "

BEND LENGTH "A"

NO. 4

NO. 4

NO. 4

1 3 "

BEND,,LSNGTH B

9 "

6 "

6 "

NO. 4

7 2 "

NOTE: THE BEND LENGTHS "A" 8 " 8 " . ARE BASED ON THE CLEARANCES FROM THE OUTSIDE DIAMETER OF A C-WALL RCP.

NO. OF "A" LONGITUDINAL

BARS

1 5 . 1 "

2 1 .O"

2 6 . 7 5 "

1 3 " 6 "

NO. OF '"0" LONGITUO~NAL

BARS

6 "

5 NO. 4

1 7 . 2 "

2 4 . 7 "

3 0 . 5 "

3 8 . 7 5 " 3 2 . 5 "

5 3 8 . 3 " 4 5 . 5 "

3

3

4

4

3

4

4

5

E X I S T I N G RCP GEOTEXTILE P I P E COLLAR

f NEW HOPE

E X I S T I N G S O I L

NEW P I P E BEDDING

\ COMPACT E X I S T I N G S O I L UNOER P l P E END OR REMOVE MUCK I F NECESSARY

E X I S T I N G P l P E EXCAVATION AND NEW P l P E I N S T A L L A T I O N

NOTES: REFERENCES 1. T H I S STANDARD DRAWING I S ONLY APPLICABLE FOR RCP. HOPE. AND SRAP SMOOTH WALL P I P E . T H I S P I P E COLLAR I S ONLY INTENDED TO BE USED WITH P l P E OF THE SAME S P E C I F I E D I N S I D E DIAMETER. FOR CONNECTING TWO P I P E S WlTH DIFFERENT I N S I D E DIAMETERS. USE A JUNCTION BOX.

2. EXCAVATE S O l L AROUND E X I S T I N G P l P E AS NECESSARY. THE S O l L BELOW E X I S T I N G P l P E END SHOULD ONLY BE EXCAVATED TO A DEPTH THAT WILL ACCOMMODATE THE THICKNESS OF THE P I P E COLLAR.

3. WHEN I N S T A L L I N G NEW P I P E . USE MATERIALS AND METHODS OF CONSTRUCTION FOR PERMANENT PLPE INSTALLATIONS THAT CONFORM TO SCOOT SUPPLEMENTAL TECHNICAL S P E C I F I C A T I O N SC-M-714. SPECIFICATION SC-M-TI4

4. THE I N S I D E INVERT OF THE NEW P I P E MUST BE ALIGNED WlTH THE I N S I D E INVERT OF THE E X I S T I N G P l P E AS I N D E T A I L 4 . THE BEDDING MATERIALS FOR THE NEW P l P E MUST BE PLACED SO THAT THE P l P E INVERTS REMAIN ALIGNED DURING THE B A C K F I L L PROCESS.

5. THE INTERFACE BETWEEN THE E X I S T I N G P I P E 8 NEW P l P E MUST BE WRAPPED WlTH GEOTEXTILE S U F F I C I E N T ENOUGH SO THAT CONCRETE DOES NOT ENTER THE J O I N T WHEN THE CONCRETE COLLAR I S POURED. GEOTEXTILE MUST BE SECURED SO THAT I T REMAINS I N PLACE AS THE CONCRETE FOR THE P l P E COLLAR 1 5 POURED.

6 . A SOUARE COLLAR I S SHOWN I N SECTION A. THE BOTTOM CORNERS OF P l P E COLLAR MAY BE OMITTED WHERE REOUIREO TO CLEAR OBSTRUCTIONS. OR TO M I N I M I Z E THE AMOUNT OF CONCRETE. ALL DIMENSIONS SHOWN I N TABLE:719-705A MUST BE MAINTAINED.

7. USE REINFORCEMENT BAR S I Z E NO. 4 . SPACING BETWEEN I N S I D E AND OUTSIDE REINFORCEMENT I S ESTABLISHED BY THE COLLAR THICKNESS AN0 CLEAR EDGE DISTANCE. ALL CLEAR EDGE DISTANCES MUST BE MAINTAINED AROUND COLLAR. SUPPORT ENGINEER 8. 2" MINIMUM CLEAR COVER SHOWN ON SECTION A ISTANDARO DRAWING 7 1 9 - 7 0 5 - 0 1 1 BETWEEN I N S I D E RADIAL REINFORCEMENT AND PLPE OUTSIDE DIAMETER. THEREFOR. THE BEND LENGTHS "A" 8. " 8 " I N TABLE 7 1 9 - 7 0 5 A W I L L VARY WITH DIFFERENT P I P E TYPES.

P l P E COLLAR GEOTEXTILE

E X I S T I N G S O I L

E X I S T I N G RCP

SEE

STING

D E T A I L

S O I L

INVERT ALIGNMENT

INTERFACE BETWEEN E X I S T I N G P I P E AND NEW P l P E

COMPLETE NEW STRUCTURAL B A C K F I L L TO THE TOP OF

P l P E COLLAR FORM BEFORE POURING CONCRETE

CONCRETE MUST COMPLETLY F I L L AT LEAST ONE

VALLEY OF HOPE P I P E .

NEW HOPE

NEW P I P E BEDOING

1 MAY 21. 2010 DATE 1

0 1 512010 1 JBH I NEW STANDARD tr I DATE I CHK I DESCRIPTION

>B",H cbnoL,w: OCP&O,,,G,,, OF , ~ ~ , , S P ~ % , A , , O , >

D E S I G N 955 STANDARDS PA& S T R E E T O F F I C E

ROOM 405 C O L U M B I A . SC 2 9 2 0 1

7 19-705-02 EFFECTIVE LETTING OATE I JANUARY, 2011

REFERENCES NATIONAL D K U Y N T S

SCDOT OOCUMNTS 1

yI SUPPORT ENGINEER

I MACH 2, 2009 DATE 1

1 I I I 0 1 312009 1 DSO I GENERAL REVISIONS # I DATE I CHK I DESCRIPTION

*OUT" CMSL,N& OePAR,MEw OF T R ~ " S ~ o n T A T ~ 0 ~



CURB 8 GUTTER ( CONCRETE )

I worn VOLT QLL3 L L "

6" 1 ' 6" * 1 " 1

- -

- CURB 8 GUTTER AREA = 1.27 SO. FT. a

w CLASS 2500 CONCRETE BASE COURSE --~~ I -

DETAIL SCALE 1 " : l ' VEBTlSAL FACE *I -0 FOR *W; 1 '-6" CURBBGUTTER XI ' -6 " FOR ** 2'-0" CURBGUTTER (SHOWN) *2'-0" FOR ** 2 ' -6 " CURBGUTTER X2' -6" FOR H 3' -0" CURBGUTTER

BASE COURSE AREA = 0.85 SQ. FT. a CLASS 2500 CONCRETE

98% PRIMARILY IN RESIDENTIAL AREAS1 PREFFRRkO AT MAIL$OXkS ++*0 -8 FOR ** 1 -6 CURBdGUTTER (SHOWN) It** ' -2" FOR ** 2'-0" CURBbGUT E W ' - 8 " FOR 4W 2'-6" CURB&GUT$E\ -2'-2" FOR ** 3 ' 4 ' ' CURBbGUTTER

SURFACE COURSE

k ' o

worn OLE 4 3

CURB 8 GUTTER AREA = 1.19 SO. FT. BASE COURSE

LL " 4"

, -

DETAIL @ ~' SCALE 1 " : l ' SLOPING FACE

o 1 ' 6" *

A K.A. MOUNTABLE CURB ISELECT APPROPRATE DRAINAGE STRUCTURES WHEN USING THIS CURB SYSTEM) PRFFEVRED AT MAJLBDXES W -0 FOR ** 1 -6 CURBbGUTTER X1'-6" FOR *wt 2 ' -0" CURBBGUTTER (SHOWN) X2'-0" FOR ** 2 ' -6 " CURBBGUTTER X2'-6" FOR H 3 ' -0 " CURBUUTTER

I 1

- BASE COURSE

NOTES: 1. USE CONCRETE CURB AND GUTTER WITH VERTICAL FACE UNLESS OTHERWISE NOTED.

2. USE MINIMUM CLASS 2500 CONCRETE.

3. USE 3' TRANSITION AT EN0 OF RAOII ON INTERSECTING STREETS AND WHERE CURB IS 6 FEET OR GREATER FROM MAINLINE TRAVEL LANE.

4. USE 10' TRANSITION WHERE CURB IS LESS THAN 6 FEET FROM MAINLINE TRAVEL LANE.

5. INCLUDE COST OF WORK TO CONSTRUCT TRANSITIONS I N THE COST PER LF OF CURB AND GUTTER.

6. DEVELOP GUTTER SLOPE ON HIGH SIDE OF SUPERELEVATION AS SHOWN ON STANDARD DRAWING 150-205-00s EXCEPT ON OGEE CURB 8 GUTTER.

7. USE DETECTABLE WARNINGS AS REQUIRED ON STANOARO DRAWINGS 720-905-XX.

8. WHEN MAILBOXES ARE PRESENT. USE APPROPRIATE CURB TYPE. INSTALL MAILBOXES BEHIND CURB OR SIDEWALK AS SHOWN ON STANDARD DRAWING 203-905-00.

FOR CURB ONLY 7201000 CONCRETE CURB (9"x 15") --LF

FOR SIDEWALK WITH INTEGRAL CURB 7204150 CONCRETE S.W. ( 4 UNIFORM) WITH INTEGRAL CURB --SY

FOR CONCRETE MEDIAN 7206000 CONCRETE MEDIAN 7206100 CONCRETE MEDIAN OVERLAY

DETAIL SCALE 1 ": 1 ' 9" X 15' CONCRETE - CURB (USE0 ONLY WHEN ADJACENT TO GRASS PLOT OR CONCRETE ISLAND)

6 . b

a . SURFACE COURSE d .

t BASE COURSE

1 ' 0"

CONCRETE SIDEWALK WITH INTEGRAL CURB

720-1 05-01 EFFECTIK LETTING DATE I MAY 2009

I 3 ' 0" *- STD. CURB

DETAIL SCALE 1 ": 1 ' ELFVATION ALONG ROAD ( 3 TRANSITION)

a . . . . . . - a A . . A

NOTES:

1. SEE SHEET 720-105-01 FOR NOTES

. * . . . . . . . . . . . . a . . A . . . m , : A

' 4 _ m . . . . . . .

TRANSITION CURB CROSS SECTION

DETAIL SCALE 1 " : l '

;L .'.?. .: .. ..*. ..... , , : * , . . , A . ' . ' . . . . 'A * : 11

ELEYATION ALONG ROAD - ( 1 0 TRANSITION)

.a ,. .%. .

K t t tKtNCtb NATIONAL OOCUKNIS

. .

71 SLPPORT EhGIhEER

. A . . * : . ' 2 n . . a a

IOU," CARDLIN I OEPILTUEXT O r II1INIPmTbI14N



STANDARD DRAWING CURB 8 GUTTER (CONCRETE) TRANSITION

720-1 05-02 EFFECTIVE LETTING DATE I MAY 2W9

t F i m m q SUPPORT ENGINEER


MARCH 2, 2003 DATE

NOTES: 1 . SEE SHEET 720-105-01 FOR NOTES.


ROOM 4 0 5 COLUMBIA. SC 29201

STANDARD DRAWING C CURB b GUTTER

( CONCRETE ) ISLANDS

6" .,. VARIABLE , 6"

'L-' 1 2 1 I,'' DIAMETER 1 2 " STEEL DOlYELS WlTh lo1,'' E M B E D ~ E ~ T I ~ T O PAVEMENT ARE REOUIREO A T ib INTERVALS VhEN DESIGN SPEED IS 45 MPd OR GREATER. (NOT REOJIREO W E N DESIGN SPEEO I S LESS ThAN 45 MPH.1

, ,

D E T A I L SCALE 1 ":I ' CONCRETE ISLAND SURFACE APPLIED

..

6" .,. VARIABLE 6"

ORIGINAL CONCRETE MEDIAN ISLAND PREVIOUS RESURFACING

I

ORIGINAL PAVEMENT

" a , . ', I

CONCRE E ISLAND RESURF~C I NG

a. a . . , ' . . >

A d . . I SURFACE COURSE

BASE COURSE

I

- w - 0 - 1

TYPE NO. 1 S E C T I O N THRU CONCRETE

AREA= 1 . 6 2 SO. F T . MAX. C A P A C I T Y = 4 . 0 SO. F T .


AREA= 1 . 8 7 SO. F T . MAX. C A P A C I T Y = 5 . 0 SO. F T

3 ' -OX

- - - - . . - . .

m

-


AREA= 2 . 4 3 SO. FT . MAX. C A P A C I T Y = 3 . 0 SO. F T .

NORMAL D I T C H L I N E

~ ~


A R E A = 3 . 4 SO. F T . MAX. C A P A C I T Y = 5 . O SO. FT.

6 " ~ 6 " W2.1xWZ.I WELEO WIRE F A B R I C

L A P A L L J O I N T S 6". NORMAL O I T C H L I N E

6"x6" W2.lnW2.1 WELDED WlRE FABRIC WIRE MEETING REQUIREMENTS OF AASHTO M55. L A P A L L J O I N T S 6" .


A R E A = 4 . 3 1 SO. F T . MAX. C A P A C I T Y = 1 6 . 0 SO. F T .

NOTES:

2. THE PAY I T E M SHALL BE: CONCRETE GUTTER-TYPE ....- L.F.


AREA= 2 . 7 7 SO. FT. MAX. C A P A C I T Y = 4 . 0 SO. F T .


AREA=4.06 SO. F T . MAX. C A P A C I T Y = 6 . 0 SO. F T .

3z[ EXPANSION J O I N T AT 4 0 ' INTERVALS

3 " OR 4 " 3 " OR 4 "

P R O F I L E SECTIONAL VIEW OF J O I N T FOR CONCRETE GUTTER

r GUTTER LENGTH VARIABLE

/OUTLET END

- -

S I D E VIEW

K t t t K t N C t S NATIONAL DOCUMENTS

SCDOT DOCUMENTS

pcmimq SUPPORT ENGINEER

I MARCH 3 , 2008 DATE

I I I I 0 1312008 1080 I GENERAL REVISION # I DATE I CHK I DESCRIPTION

IOU'" C"OL,N* OLPARTUL:, OF T"*NSPIIXT*TlOW



CURB & GUTTER CONCRETE D I T C H P A V I N G & FLUMES

SHOWN METHOD OF CONSTRUCTING I N L E T END 8 OUTLET END OF CONC. GUTTER

T H I S DRAWING I S NOT TO SCALE 720-205-00

EFFECTIVE LETTING DATE I MAY 2008

/PRECONSIRUCTIONI SUPPORT ENGINEER

REFERENCES NAIIDNAL DOCUMENIS

TURN ANGLE ( A ) AND LOCATE THESE P O I N T S U S I N G THE FOLLOWING FORMULAS:

AB = BC = R X TAN( l /z A )

OE = DF = R ' X COT(1 /2 A )

BD = W / S I N ( A

BG = DF + W X COT( A )

2 SURFACING AREA ABC = R * T A N ( I l 2 A - ( N* A 1 / 3 6 0 )

SURFACING AREA DEF = ( R ' )' + COT[Id2 A - TT X ( 1 8 0 - A ) / 3 6 0 ]

NOTES:

SURFACING AREA BDFG = If2 W+(BG + O F )

1 . WHERE CONCRETE SIDEWALK 1 5 CONSTRUCTED ADJACENT TO THE CURB AND GUTTER AS SHOWN ON DRAWING NO. 720 -410-01 . THE CONCRETE GUTTER SHALL BE MEASURED AND P A I D FOR AS CONCRETE CURB AND GUTTER. WHEN SUCH CURB I S E L I M I N A T E D FOR THE CONSTRUCTION OF DRIVEWAYS.

2. FOR INTERSECTIONS AT OR NEAR 90 ' USE 3 0 FT. RADIUS ON FACE OF CURB. UNLESS OTHER~ISE SHOWN ON PLANS.

3. CONSTRUCT CURB RAMPS AT INTERSECTIONS WHERE CONCRETE SIDEWALK I S CONSTRUCTED. SEE DRAWING NO. 720 -905-01 FOR CURB RAMP D E T A I L .

4 . A L L STREET INTERSECTIONS TO BE STAKED OFF BEFORE CONSTRUCTION.

NOTE TO RESIDENT ENGINEER:



STANDARD DRAWING CURB & GUTTER

AT INTERSECTIONS

720-305 -00 EFFECTIVE LETTING DATE I 2008 T H I S DRAWING 1 5 NOT TO SCALE

REFERFNCFS NOTES:

1 . PROVIDE ADDIT IONAL CONTRACTION J O I N T S W I T H I N DRIVEWAY WIDTH AS S P E C I F I E D I N SCOOT STANDARD S P E C I F I C A T I O N S . SECTION 7 2 0 .

2 . DRIVEWAYS TO BE CONSTRUCTED WHERE DESIGNATEO BY THE RESIDENT CONSTRUCTION ENGINEER.

3 . CONCRETE CURB THROUGH DRIVEWAY TO BE MEASURED AND P A I D FOR AS CURB 8 GUTTER EVEN WHEN CURB I S DROPPED.

4 . ALL SIDEWALKS ARE TO B E CONSTRUCTED ON A 5 0 : l MAX. CROSS SLOPE. ALL OTHER SLOPES OF RAMPS AND DRIVEWAYS ARE TO BE A 1 2 : l MAX UNLESS NOTED OTHERWISE.

5 . SIDEWALK SHALL BE B U I L T I N ACCORDANCE WlTH THE REVISED DRAFT G U I D E L I N E S FOR ACCESSIBLE P U B L I C RIGHTS-OF-WAY (NOVEMBER 2 3 . 2 0 0 5 1 .

6. METAL KEYWAY STYLE JOINTS MAY BE INSTALLED BETWEEN DRIVEWAY APPROACH AND SIDEWALK TO ACHIEVE L l N E AN0 GRADE. KEEP METAL J O I N T MATERIAL FLUSH WlTH OR BELOW ELEVATION OF CONCRETE.

7 . FOR CURB OR INTEGRAL CURB D E T A I L S SEE STANDARD DRAWING NO. 7 2 0 - 1 0 5 - 0 0 .

DOT OOCUKNTS ............

LATED DRAWINGS h KEYWORDS

CONTRACTION JOINT

3 ' - OX 2'. 6 " MINIMUM, . ,M IN IMUM

I - I

UClAlL DROP CURB DRIVEWAY 1 WlTH SIDEWALK

r --+( E W ~ ~ I O N ADJACENT TO CURB

DR I VEWAY

+ + + + @ BACK OF SIDEWALK,

I a , 12:1 MIX

CONCRETE S/DEWAL K

SIDEWALK (4 " UNIFLJRRMI

V A R . MARCH 24, 2009

DAiE MI1&

12 :1 - - 4 8 : l . . . . . . . . . . . . . ............ .: .......... ::.: ...:....... '.i :.. ............... ........ .* ..... GUTTER FLOW L I N E

......

CVNCRETE SIDEWALK ;-: -

14" UN/FCMM/ DRIVEWAY'APPROACH i 1 Y2!;A!i; I_ . . I h - - - - - - - - - _ - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - _ _ _ _ I FACE OF CURB

I CURB 8 JGUTTER CUNCREIE CURE B CUIICR /_ - I ; - 6 ' - 0 " M I N . I 5 ' - ox WIDTH OF DRIVEWAY 5 ' - 0 ' 6 ' - 0" M I N . \ GUrTER FLOW L I N E

M A I N T A I N MAXIMUM CROSS SLOPE OF 5 0 : l THROUGH DESIGNATEO SIDEWALK

DRIVEWAY PLAN

3 " MAXIMUM VERTICAL DROP ALONG SIDEWALK

GUTTER FLOW L l N E

\ CONTRACTION J O I N T

BACK OF 6 " CONCRETE SIDEWALK\ \

STANDARD DRAWING - . L

5 ' - 0" MIN. , I DRIVEWAY

WITH 6 ' - 0 " M I N . 5 ' O z s WIDTH OF DRIVEWAY 5 , 01 6 ' - 0" M I N .

6 ' MINIMUM I S ONLY I F CURB L I N E I S ON 0 % GRADE. T H I S FIGURE WILL VARY WITH GRADE AN0 SHOULD BE DETERMINED BY SHAPE OF ROADWAY. GUTTER FLOW L l N E

720-405-00 FECIIVE LETTING DATE 1 MAY. 2ln

PUBLIC RICHTS-Of-WAY INOVEMBER 23. Z O O i l

/PRECONSTRUCT1 SUPPORT ENGINEER

I JULY 30, 2009 DATE I

I :m,H Cil" illii Gii" R T l l ill, "i I P i N I P U I I I I I r n I I DESIGN STANDARDS OFFICE

9 5 5 PARK STREET ROOM 4 0 5

COLUMBIA. SC 2 9 2 0 1

DR I VEWAY

SEPARATED SIDEWALK

W I T H I N 7 ' -43/4" OF CURB

NOTES: 1. PROVIDE ADDIT IONAL CONTRACTION J O I N T S W I T H I N DRIVEWAY WIDTH AS S P E C I F I E D I N SCDOT STANDARD S P E C I F I C A T I O N S . SECTION 7 2 0 . * : * : e * 5- 2 . DRIVEWAYS TO BE CONSTRUCTED WHERE DESIGNATED BY THE RESIDENT

9 6 r m CONSTRUCTION ENGINEER. * n

* -- < + + + . . 3. CONCRETE CURB THROUGH DRIVEWAY TO BE MEASURED AN0 P A I D FOR AS CURB 8 -- -- $ t o D 0 GUTTER EVEN WHEN CURB I S DROPPED. 2 z o W W

* 0 - + w z 5. 4. SIDEWALKS ARE TO BE CONSTRUCTED ON A SO:? MAX. CROSS SLOPE. THE S I D E

+ ' + m s z < 3 SLOPES OF THE RAMP ARE NOT TO EXCEED 1 2 : l AT ANY LOCATION WHERE PEOESTRIAN - J W u TRAFFIC CROSSES THE RAMP.

1'. 5. SIOEWALK SHALL BE B U I L T I N ACCORDANCE WITH THE REVISED DRAFT G U I D E L I N E S FOR ACCESSIBLE P U B L I C RIGHTS-OF-WAY INOVEMBER 2 3 . 2 0 0 5 1 . FOR INTEGRAL CURB SEE STANDARD ORAWING NO. 7 2 0 - 1 0 5 - 0 0 .

6. METAL KEYWAY STYLE J O I N T S MAY BE INSTALLED BETWEEN DRIVEWAY APPROACH AND SIDEWALK TO ACHIEVE L l N E AND GRAOE. KEEP METAL J O I N T MATERIAL FLUSH WITH OR BELOW ELEVATION OF CONCRETE.

7. FOR INTEGRAL CURB SEE STANDARD DRAWING NO. 720 -105-00 .

8. THE FLARED SLOPE I N THE SIDEWALK ON E ITHER S I D E OF THE DRIVEWAY MAY REOUIRE M O D I F I C A T I D N DUE TO ELEVATION DIFFERENCES BETWEEN THE CURB AN0 THE SIOEWALK. THE SLOPE SHALL BE NO STEEPER THAN 1 2 : l .

9 . PAY ITEMS: 7 2 0 5 0 0 0 CONCRETE DRIVEWAY 16"UNIFORMI ..... SY 7203XXX CONCRETE CURB 8 GUTTER I I........LF 7 2 0 4 1 0 0 CONCRETE SIDEWALK 14"UNIFORMI ...... SY

[ r ; 1 8 - 1 1 3,$ MINIMUM SHOWN] P

VARIABLE 1 2 ' - lo3,[ MAXIMUM 1

GUTTER L I N E

.. . ~ . . . . . . . . ~. ~ .... . 48 :1 . ~ ~. ~. ~. ~. . ~. ~. ~ ~ ~ . . . . . .

1 IMAX SLOPE . . . . . . . . . ~ . .

1 2

VARIABLE 1 2 ' - 1O32c MAX SEE NOTE 6

VARIABLE 3 ' M I N

5 0 : l

..... ~. .:.. .. ~ .... ~.~ .. .. .. . , , 4 8 : 1

. . . . . . . . . . . . . . . . . . . . ., . ., . , . . . , . . .... . . . . . . . . . . . . . . 1 MAX SLOPE

',;' EXPANSION 1 2

SECT l ON SCALE4,s":l'

6 ' MINIMUM ONLY I F CURB L l N E I S ON 07. GRAOE. T H I S FIGURE WILL VARY WITH GRADE AND SHOULD BE DETERMINED BY SLOPE OF ROADWAY.

MAXIMUM CROSS SLOPE OF 50:1 UNLESS NOTED.

D E T A I L SCALE\~":I' DRIVEWAY PLAN

BACK OF

GRASS (BASELINE A /BASELINE B BASELINE C \ /CONCRETE SIOEWALK

BASELINE D TOP OF CURB

'*< EXPANSION JOINT 6 ' -0 "MIN . 4 ' - 3 " MIN. WIDTH OF DRIVEWAY

6 ' MINIMUM ONLY I F CURB L I N E I S ON 0% GRADE. T H I S FIGURE WILL VARY WITH GRADE AN0 SHOULD BE DETERMINED BY SLOPE OF ROADWAY

DRIVEWAY ELEVATION

GUTTER L l N E

- - ~ ~

EFFECTIVE LETTING DATE 1 SEPTEMBER 2009

.- 0' -e NOTES: e 1 . PROVIDE ADDIT IONAL CONTRACTION J O I N T S W I T H I N DRIVEWAY WIDTH AS

F S P E C I F I E D I N SCOOT STANDARD S P E C I F I C A T I O N S SECTION 7 2 0 . +

0 :* 2. DRIVEWAYS TO BE CONSTRUCTEO WHERE OESIGNATED BY THE RESIDENT 0 -? W 0 CONSTRUCTION ENGINEER.

m * 5 W

+ + , Z 3. CONCRETE CURB THRU DRIVEWAY TO BE MEASURED AND PAID FOR AS CURB a P W GUTTER EVEN WHEN CURB I S DROPPED.

-9 2

* " " a W

0 m 4

4. SIDEWALKS ARE TO BE CONSTRUCTEO ON A 5 O : l MAX. CROSS SLOPE. THE S I O E SLOPES OF THE RAMP ARE NOT TO EXCEED 1 2 : l AT ANY LOCATION WHERE PEDESTRIAN T R A F F I C CROSSES THE RAMP.

m 5 . SIDEWALK SHALL BE B U I L T I N ACCORDANCE WlTH THE REVISED ORAFT G U I D E L I N E S

+ + FOR ACCESSIBLE P U B L I C RIGHTS-OF-WAY (NOVEMBER 2 3 . 2 0 0 5 1 .

4 a 6. FOR INTEGRAL CURB SEE STANDARD DRAWING 720-105-00 .

7. THE SIDEWALK, I F PRESENT. MAY BE REQUIRED TO HAVE 6 " CONCRETE AND/OR A SLOPE ON E I T H E R S I D E OF THE DRIVEWAY DUE TO ELEVATION DIFFERENCES BETWEEN THE CURB AND THE SIOEWALK. SUCH SLOPE

O SHALL BE NO STEEPER THAN 1 2 : l .

8 . METAL KEYWAY STYLE JOINTS MAY BE INSTALLED BETWEEN DRIVEWAY APPROACH AND SIDEWALK TO ACHIEVE L l N E AND GRAOE. KEEP METAL J O I N T MATERIAL FLUSH WITH OR BELOW ELEVATION OF CONCRETE.

9. THE PAY ITEMS SHALL BE: 7 2 0 5 0 0 0 CONCRETE DRIVEWAY ( 6 " U N l F O R M I ..... SY 7 2 0 3 ~ ~ ~ CONCRETE CURB a GUTTER I I--._._..LF 7 2 0 4 1 0 0 CONCRETE SIOEWALK 14"UNIFORMI..--._SY

VARIABLE 1 2 ' lo3,< MINIMUM WlTH GRASS PLOT OF GREATER THAN 7'-43,i' 5 ' - 0 " M I N 17'-9" C u n w u I

GUTTER L l N E

OR I VEWAY

VARIABLE 1 2 ' - 103,: MAX - + 5 ' 0 " M I N

SIDEWALK GRASS 5 0 : 1

CONCRETE S/DKfldL K 1 2 : l MAX GUTTER L l N E f 4" UN/FURMI . . . . . . . . . . . . . . . . . . . . . . . . . . . . . - - 48:l- ...: ........ y - . ..;;..;.. :; ...... : ....:.. <::. :.... ... ?.... :..~. ............................

OR I VEWAY / APPROACH

BACK OF CURB

34' EXPANSION J O I N T %" EXPANSION JOINT GUTTER L l N E GUTTER FLOW L l N E

BACK OF 4 " CONCRETE SIOEWALK

GRASS AREA GUTTER FLOW L l N E BASELINE D

TOP OF CUR

BASELINE A 5 ' M I N

5 0 : l MAX 5 0 : l GRASS

> . 4 8 : l .....i ....:........ 6' MIN IMUM ONLY I F CURB L I N E I S ON 0% GRAOE. T H I S FIGURE W I L L VARY WlTH GRAOE AND SHOULD BE DETERMINED BY SLOPE OF ROADWAY.

CONTRACTION J O I N T S AT A MAXIMUM OF 1 5 ' ON CENTER. GUTTER L I N E

SECT I ON SCALE%,~":I' DRIVEWAY ELEVATION

ACCESSIBLE PUBLIC RIGHTS-OF-WAY INOVEMBER 23. 20051

SCOOT DOCUMENTS

RELATED DRAWINGS 6 KEYXORDS 720-105-00

I JULY 30. 2009 DATE



S T A N D A R D D R A W I N G D R I V E W A Y

W I T H S E P A R A T E D S 1 DEWALK

B E Y O N D 7' -43/4 ' F R O M CURB

p = y G EFFECTIVE LETTING DATt SEPTEMBER 201

PUBLIC RIGHTS-OF-WAY, NOVEMBER 23. 2005

OUALlFlED PRODUCT L IST 61

tFmmmm SUPPORT ENGINEER

I JULY 30. 2009 DATE I

DESCRIPTION

SOUTH C r n O L I N I O(Pb l l , i tNT Or IAUISPORT*TION



DETECTABLE WARN I NGS D E T A I L S

-1 EFFECTIVE LETTING DATE SEPTEMBER 2009

T TYPICAL DIRECTION

OF PEOESTRIAN TRAVEL

i 1.6,, TO,,

TYPICAL DIRECTION

.OF- PEDESTRIAN

TRAVEL

D O E SPACING

-

NOTES:

1. SCDOT WlLL FOLLOW THE REVISED DRAFT GUIDELINES FOR ACCESSIBLE PUBLIC RIGHTS-OF-WAY DATED NOVEMBER 2 3 . 2 0 0 5

L2 w 4 0-3 4 w w +YO >ow- w e -

a n Zkow ?z%L

0 - Z w- " r I w 4 0 - w dm-", &-3-

3 . FOR NEW CONSTRUCTION AND RETROFIT INSTALLATIONS WHERE NEW PEDESTRIAN RAMPS ARE INSTALLED. USE ONLY "WET INSET" DETECTABLE WARNING SYSTEMS L I S T E D ON O U A L I F I E D PRODUCT L I S T 61 . DRY BONDE?" DETECTABLE WARNING SYSTEMS MAY ONLY BE USED WHEN RETROFITTING E X I S T I N G RAMPS, PROVIDE A COPY OF THE LATEST VERSION OF THE MANUFACTURER S INSTALLATION INSTRUCTIONS TO THE RESIDENT ENGINEER BEFORE INSTALLATION OF DETECTABLE WARNING SURFACES. FOLLOW DETECTABLE WARNING MANUFACTURER'S INSTALLATION REOUIREMENTS FOR APPROPRIATE INSTALLATION MATERIALS (PRIMER. GROUT, ADHESIVES. ETC.1 AND METHODS (PLACEMENT, F I E L D CUTS. ETC.1.

4 . PLACE ALL DETECTABLE WARNING SURFACES (WET INSET1 FLUSH WITH,T$P OF SIDEWALK AS INDICATED I N D E T A I L 3 . GROUT EDGES OF DETECTABLE WARNING SURFACES IDRY BONDED 8 WET INSET1 THAT ARE GREATER THAN ,a ABOVE THE SIDEWALK ELEVATION WITH NON SHRINK GROUT TO PROVIDE FOR A GENTLE SIDEWALK TRANSIT ION AT THE WARNING SURFACE AS SHOWN I N D E T A I L 1 9 .

5 . CONSTRUCT THE MINIMUM RAMP SLOPE (NOT EXCEEO 1 2 : l OR 8 . 3 3 % I N RELATIONSHIP TO A LEVEL GRADE) TO LOWER THE SIDEWALK OR LANDING TO THE GUTTER ELEVATION. CONSTRUCT SIDEWALK AND RAMP CROSS SLOPES AT SO:> TOWARD THE ROADWAY.

6. COORDINATE THE CURB RAMP AND THE PEDESTRIAN CROSSWALK SO THAT THE RAMP AND THE WHEELCHAIR CLEAR SPACE WILL FALL WITHIN PEDESTRIAN CROSSWALK L INES.

7. PROVIDE A SKID-RESISTANT F I N I S H ON ALL SURFACES W I T H I N THE DESIGNATED PEOESTRIAN PATH.

8. WHEN TWO RAMPS ARE REOUIREO I N THE SAME RADIUS OR ADJACENT TO EACH OTHER. PROVIDE A MINIMUM OF 2 4 " HALF-HEIGHT i 3 " I CURB BETWEEN RAMPS.

9. CONSTRUCT PEDESTRIAN RAMPS AND OETECTABLE WARNINGS WlTH GEOMETRY AS SHOWN ON THESE STANDARDS FOR ALL CURB AND GUTTER SYSTEMS. INCLUDING INTEGRAL CURB 1120-105-01 1.

1 0 . WHEN SIDEWALK I S LOWERED TO GUTTER ELEVATION. PROVIDE DRAINAGE STRUCTURE U P H I L L OF PEDESTRIAN RAMP WHERE POSSIBLE. THE HYDRAULIC DESIGN ENGINEER SHOULD EVALUATE I F DRAINAGE STRUCTURE MAY BE OMITTED.

1 1 . PROVIDE RAMP P A R T I T I O N AT ALL LOCATIONS EXPOSED TO ROADWAY DRAINAGE OR WHERE PROPERTY ADJACENT TO SIDEWALK CANNOT BE GRADED TO MATCH RAMP SLOPES.

1

f

0 . 9 " TO 1 . 4 "

12. ALL MATERIAL AND WORKMANSH!P SHALL BE I N ACCORDANCE WlTH THE SCDOT STANDARO SPECIF ICATIONS FOR HIGHWAY CONSTRUCTION (LATEST E D I T I O N I . INCLUDE ALL MATERIAL AND LABOR TO CONSTRUCT SIDEWALK. CURB RAMPS. RAMP PARTIT ION. AND ADDITIONAL SIDEWALK WIDTH AT GRASS SEPARATIONS I N THE PAY ITEMS AS SHOWN I N THE STANDARO DRAWINGS FOR PEDESTRIAN RAMPS UNLESS NOTED OTHERWISE I N THE PLANS.

4 . 5 0 % M I N . TO

6 5 % MAX.

1 3 . CURB AND GUTTER W l L L BE MEASURED AND P A I D FOR THROUGH THE PEDESTRIAN RAMP AND W l L L INCLUDE WORK NECESSARY TO COMPLETE CURB TRANSITION.

1 5 . DETECTABLE WARNING SURFACE W l L L BE P A I D FOR BASED ON THE ACTUAL APPLIED SURFACE AREA OF OETECTABLE WARNING AND SHALL INCLUDE ALL LABOR. MATERIALS. APPLICATION MATERIALS. EQUIPMENT. AND REMOVAL AND DISPOSAL OF EXCESS MATERIALS. WHEN APPLYING DETECTABLE WARNING SURFACE TO E X I S T I N G OR RETROFIT RAMPS, INCLUDE ANY NECESSARY PEDESTRIAN OR TRAFFIC CONTROL REQUIRED TO COMPLETE THE WORK I N THE PAY ITEM FOR DETECTABLE WARNING SURFACE I F NOT INCLUDED ELSEWHERE ON THE PROJECT.

- I

: 2 w

1 6 . FOR RETROFITTING OF E X I S T I N G SIDEWALK ONLY. USE PAY ITEMS FOR DETECTABLE WARNING SURFACE AND PEDESTRIAN RAMP RETROFIT TO COVER ALL LABOR. DEMOLITION. DISPOSAL. NEW MATERIAL ( INCLUDING NEW CURB AND GUTTER1 AND INCIDENTALS REOUIREO TO COMPLETE STANDARD PEOESTRIAN RAMPS AS SHOWN.

N

0

17. FOR RETROFIT RAMPS, REGARDLESS OF E X I S T I N G SIDEWALK WIDTH, CONSTRUCT FULL S I Z E RAMPS AS SHOWN UNLESS RIGHT OF WAY L I M I T S DO NOT ACCOMMODATE STANDARD RAMPS. E X I S T I N G RAMPS THAT MEET THE SLOPE REOUIREMENTS MAY BE RETROFITTED WlT t l DRY BOND DETECTABLE WARNINGS.

I

w a ., 0 FOR RETROFIT WORK (PEDESTRIAN RAMP CONSTRUCTION WlTH WET INSET OETECTABLE WARNING SURFACEI: 7 2 0 4 2 0 0 PEDESTRIAN RAMP RETROFIT . - - - - - - - . . . . . E A 7 2 0 4 9 0 0 DETECTABLE WARNING SURFACE ........................... SF

FOR RETROFIT WORK I A P P L I C A T I O N OF DRY BONDED DETECTABLE WARNING SURFACE TO E X I S T I N G RAMP): 7 2 0 4 9 0 0 DETECTABLE WARNING SURFACE-------------------------__SF

PLACE TOP OF

I SURFACE FLUSH WITH SIDEWALK

DOME\

SEE DETAIL 3 ODME PROFILE

ELEVATION

DETECTABLE WARNING ACE SURFACE

SEE NOTE "4

DETECTABLE WARNING WET INSET

EDGE OF DETECTABLE WARNING

DOME, / /NON SHRINK GROUT

DETECTABLE WARNING BASE PLATE WHEN H EXCEEDS GROUT SLOPE

170 BE 1 2 : i OR FLITTER.

H I WIMINI

s, ,~" 21.4'

(,/' I 3 "

D E T A I L @ SCALE 3":1' DETECTABLE WARNING

'LC MAX

DRY BONDED

I * * / A T CURB RAMP

INSET PEDESTRIAN RAMP - SIDEWALK I S DROPPED TO GUTTER ELEVATION. SIDEWALK MAY BE ATTACHED TO CURB OR SEPARATED FROM CURB WITH A GRASS STRIP . I I PROJECTED PEDESTRIAN RAMP - SIDEWALK MAINTAINS TYPICAL ELEVATION. CURB RAMP I S PROJECTED DOWN TO LANDING AT GUTTER ELEVATION. I I 3 . SEE SHEET 720-910-02 FOR DW2 STYLE PEDESTRIAN RAMPS:

ISLAND PEDESTRIAN CROSSING - LOWERED AREA I N S I D E OF RAISED CONCRETE ISLAND DELINEATED WITH DETECTABLE WARNING SURFACES. OUALIFIEO PROOUCT LIST 61 REFUGE PEDESTRIAN CROSSING - RAMPS WITH LANDINGS ON BOTH S IDES OF RAISED CONCRETE LANDING AS PART OF A WIDE RAISED CONCRETE ISLAND.

WYE PEDESTRIAN CROSSING - LOWERED AREA I N S I D E OF RAISED CONCRETE ISLAND WITH MULTIPLE PEDESTRIAN E X I S T S TYPICALLY ONLY LOCATED NEAR SEPARATED TURN LANES.

4. SEE SHEET 720-910-03 FOR DW3 STYLE PEDESTRIAN RAMPS:

RADIUS PEDESTRIAN RAMP - LOCATED AT THE TERMINATION OF SIDEWALK INTO AN INTERSECTION RADIUS. ENTIRE BOUNDARY BETWEEN SIDEWALK AND BACK OF CURB SHOULD BE DELINEATED WITH DETECTABLE WARNING SURFACES.

120-305-02. 120-105-00

5 . SEE SHEET 720-910-04 FOR OW4 STYLE PEDESTRIAN RAMPS:

RR CROSSING PEDESTRIAN RAMP - LOCATED AT SIDEWALK APPROACHES TO RAILROAD CROSSINGS

tiwmmmm SUPPORT ENGINEER

I

",E

AT CONCRETE O4

MEDIAN 6 OR WIDER p,

!lB!l~lB!lB!ll!!ll!

MEDIAN ...... USE DETECTABLE WARNINGS AT

u 1 CROSSWALKS THROUGH CONCRETE 0 x

MEDIANS 6 ' OR WIDER. I 2 =? FOR CONCRETE MEDIAN LESS 1 4 *_ THAN 6 ' WlOE USE DETECTABLE

WARNING ONLY WHEN S P E C I F I E D O< ec

ON THE PLANS OR BY THE RESIDENT ENGINEER.

C R O S S W A L A R E A

C R O S S W A L K - A R E A

AT SIDEWALK THROUGH RAILROAD

CROSSING \

DESCRIPTION

DESIGN STANQARDS OFFICE 9 5 5 PARK STREET

RDOM 4 0 5 COLUMBIA. SC 2 9 2 0 1

STANDARD DRAWING DETECTABLE

WARN I NGS GENERAL LAYOUT 1 -a DETECTABLE WARNING

SYSTEM INSTALLATION CATEGORIES 7 2 0 - 9 0 5 - 0 2

EFFECTIVE LETTING OATEl MY. 2009

0 ~ 0 ~ ~ ~ ~ ~ ~ ~ 0 ~ 0 ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ -- TIsEo T'

~ 0 ~ ~ ~ ~ ~ ~ ~ ~ ~ 0 0 0 ~ ~ ~ ~ ~ ~ ~ ~ ~ ~

RAISE0 o o o ~ o o ~ o o o o o o ~ o ~ o o ~ ~ ~ ~ ~ ~ CONCRETE MEDIAN

CONCRETE MEDIAN ~ g ~ z ~ z t ~ ~ z z z z ~ g z g z ~ ~ ~ ~ ~ z w ~ ~ 0 ~ ~ ~ ~ ~ ~ ~ ~ ~ 0 ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~

~ ~ ~ 0 0 ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ o e ~ ~ ~ ~ ~ ~ ~ o o o ~ ~ ~ ~ ~ ~ ~ ~ ~ ~

W 5 ' 0" MINIMUM SEE NOTE NO. 7

I &-NO DETECTABLE WARNING

TABLE 720-91OC APPROX. MIN. ADDIT IONAL OUANTIT IES/ ISLAND CROSSING

W I M I N l / D E T . WARNING 1 ADDIT IONAL WIDTH W 5 F T 1 2 0 SF/RAMP 1 +4 SF/ 1 ' ADDIT IONAL W

NOTES FOR INSTALLATION OF DW2 STYLE DETECTABLE WARNINGS:

1 . SEE STANDARD DRAWING 7 2 0 - 9 0 5 - 0 0 FOR GENERAL INSTALLATION NOTES

2. USE STANDARD 2 ' - 0 " X W 1 5 ' - 0 " M IN IMUM) DETECTABLE WARNING SURFACES AT ALL LOCATIONS WHERE CROSSWALKS INTERSECT CONCRETE MEDIAN ISLANDS 6 ' - 0 " WIDE AND WIDER. COVER ENTIRE WIDTH W WlTH DETECTABLE WARNING SURFACE. PLACE ONE EDGE OF DETECTABLE WARNING I N L I N E WlTH EDGE OF CONCRETE ISLAND. PLACE A DETECTABLE WARNING SURFACE AT EACH INTERFACE BETWEEN THE ISLAND AND THE TRAVELWAY.

3 . WHERE APPROPRIATE. L I N E TRUNCATED DOME PATTERN I N L I N E WlTH D I R E C T I O N OF CROSSWALK.

4 . USE MINIMUM 1 ' RADIUS TO FACE OF CURB ON CONCRETE ISLANOS. DO NOT USE SHARP CORNERS.

5 . PROVIDE A MINIMUM OF 2 ' - 0 " SEPARATION BETWEEN OETECTABLE WARNINGS TO DELINEATE WHERE ISLANO BEGINS AND ENDS.

6 . USE DETECTABLE WARNINGS I N ISLANDS LESS THAN 6 ' - 0 " WIDE ONLY WHERE INDICATED I N THE PLANS. SPECIAL PROVISIONS. OR WHERE DIRECTED BY THE RESIDENT ENGINEER.

1. I N S T A L L ALL DETECTABLE WARNINGS ON CONCRETE SURFACES. DO NOT USE ASPHALT BELOW OETECTABLE WARNINGS.

8. WHERE CROSSWALK WIDTH EXCEEDS 7 ' - 0 " DESIGNER SHOULD CONSIDER THE ADDIT ION OF BOLLARDS TO DISCOURAGE VEHICULAR MOVEMENTS ONTO PED~STRIAN AREAS W I T H I N ISLANDS. CDVER FULL CROSSWALK WIDTH WlTH DETECTABLE WARNING SURFACE.

PUBLIC RIGHTS-OF-!AT, NOVEMBER 23, 2005

SCOOT OOCUMENTS 0UALIFl tO PRODUCT LIST 61

9 . WHEN RETROFITT ING PEDESTRIAN RAMPS ONTO SIDEWALKS. INCLUDE RETROFITT ING OF CONCRETE ISLANDS WHEN PRESENT. FULL S I Z E OPENING AS SHOWN.

-1 SUPPORT ENGINEER

I MARCH 21, 2009 0 ATE 1

TABLE 7 2 0 - 9 1 0 0 APPROX. M I N . ADDIT IONAL OUANTITES/REFUGE CROSSING

W / D E T . WARNING I ADOIT IONAL WIDTH W 5 F T 1 2 0 SF/RAMP 1 +4 SF/ 1 ' ADDIT IONAL W

DESIGN STANDARDS OFFICE 9 5 5 ROOM PARK 405 STREET

COLUMBIA, SC 2 9 2 0 1

PLANTED GRASS MEDIAN

STANDARD DRAWING - RASIEO CONCRETE MEDIAN

LOWER LANDING LOWER LANDING CROSSWALK

AREA CROSSWALK . AREA -

DETECTABLE WARN I N G S TYPE O W 2

INSTALLATION

* - + ' L

L L

CONCRETE CURB I,,'' X $ 5 " )

\

CROSSWALK AREb c

MEDIAN L L L L L > 24'-5"

REFUGE PEDESTRIAN CROSS lNC PI AM

........ ........ ........ ........ I l l h:!: ;i[iiiII ........ ........ ........ ........ ........ ::::::,: ........ ........ ........

I j I

PUBLIC RIGHTS-OF-WAY, NOVEMBER 23, 2005

SCOOT UOCUMENTS OUALIFIEO PRODUCT LIST 61

t i m m m q SUPPORT ENGINEER

AUGUST 11, 2009 DATE I

SO"," C"XOL,N& nEPAR,MEN, s ,RAMsPm,A,kc4



STANDARD DRAWING R DETECTABLE WARN I NGS TYPE DW3

INSTALLATION

RADIUS PEOESTRIAN RAMP DETECTABLE WARNING TYPE OW3 INSTALLATION PLAN 2 0 ' RADIUS SHOWN ( W I T H CURB ON INTERSECTING ROAD1

NOTES FOR I N S T A L L A T I O N OF OW3 STYLE DETECTABLE WARNINGS:

1. SEE STANDARD ORAWING 7 2 0 - 9 0 5 - 0 0 FOR GENERAL INSTALLATION NOTES

2. F I E L D CUT DETECTABLE WARNING SURFACES TO F I T BACK OF CURB RADIUS AS SHOWN OR ORDER CUSTOM FABRICATED P I E C E S TO MATCH CURB RADIUS. EDGE OF DETECTABLE WARNING MUST BE W I T H I N 1 " OF BACK OF CURB AT ANY MEASURED LOCATION. COVER E N T I R E BOUNDARY BETWEEN LANDING AND BACK OF CURB WlTH DETECTABLE WARNING SURFACE.

1. 1 ' . . - A I ' ? , , < I n C l ; > A ' I I I I . . I \ , .,; k l ' . , ,.. I " r . : I 1 C 1. 1 1 ,

r h . : E ' A . F R I . I.,.:. .: I I .\ . ,. I . .I,. . . I 1.1 1 ' ' . ii 1 6 I i n , I , , I ' A I I ' . . > l E 3 A . I . , I,(, h . . I 1 > ,. . . M I I i'. h i i U L T F I' .i. , ; , . A . I\ I . h~ - , I . ,.. . . t I I , A . , . I

, - h i

4 . WHERE APPROPRIATE, I N S T A L L DRAINAGE STRUCTURE U P H I L L OF DETECTABLE WARNING TO M I N I M I Z E THE AMOUNT OF SURFACE WATER ON PEOESTRIAN RAMP. SEE STANDARD DRAWINGS FOR CATCH BASINS 1719-OXX-XXI. DROP I N L E T S (719-1XX-XX1. AND TRENCH DRAINS 1719-2XX-XX1 FOR A V A I L A B L E OPTIONS. ONLY ADA COMPLIANT DRAINAGE STRUCTURES MAY BE USED W I T H I N THE DESIGNATED CROSSWALKS. ALL OTHER STRUCTURES MUST BE LOCATED OUTSIDE OF CROSSWALKS.

5. COVER F U L L RAMP INTERFACE BETWEEN SIDEWALK AND DROPPED CURB WlTH DETECTABLE WARNING SURFACE.

R 2'- 0" UlNiWU

RADIUS PEDESTRIAN RAMP OETECTABLE WARNING TYPE 3. INSTALLATION ( W I T H CURB ON INTERSECTING ROAOI

TYPE OW3 INSTALLATION PLAN 2 0 ' RADIUS SHOWN (NO CURB ON INTERSECTING ROAD1

/20-910-031 EFFECTIVE LETTING DATE SEPTEMBER, 2003

NOTES FOR I N S T A L L A T I O N OF DW4 STYLE DETECTABLE WARNINGS:

1. SEE STANDARD DRAWING 7 2 0 - 9 0 5 - 0 0 FOR GENERAL I N S T A L L A T I O N NOTES.

2 . USE MINIMUM 2 ' - 0 " X 5 ' - 0 " DETECTABLE WARNING SURFACES AT ALL LOCATIONS WHERE SIDEWALKS INTERSECT RAILROAD CROSSINGS. PLACE ONE EDGE OF DETECTABLE WARNING PARALLEL TO AND A MINIMUM OF 6 ' -8 BUT NOT MORE THAN 1 5 ' - 0 " AWAY FROM THE CENTERLINE OF THE NEAREST T R A I N R A I L . PLACE DEIEC~ABLE WARNINGS ON BOTH S I D E S OF THE RAILROAD CROSSING. COVER E N T I R E WIDTH OF SIDEWALK WITH DETECTABLE WARNING SURFACE.

3 . WHERE APPROPRIATE. L I N E TRUNCATED OOME PATTERN I N L I N E WITH D I R E C T I O N OF PEDESTRIAN TRAVEL. 2 - 2 - < <

4 . REGARDLESS OF E X I S T I N G SIDEWALK WIDTH. CONTSTRUCT F U L L S I Z E RAMPS AS SHOWN UNLESS RIGHT OF E E WAY L I M I T S 00 NOT ACCOMMODATE STANDARD RAMPS. E X I S T I N G RAMPS THAT MEET THE SLOPE REQUIREMENTS +a +a

MAY BE RETROFITTED WITH ORY BONDED DETECTA8LE WARNINGS.

3,( EXPANSION JOINT

D E T A I L -"A, CO,."!, ' (1 4)

asdl EXPANSION JOINT, /", ,... "..---..." ..",", . L-,.

DETECTABLE WARNING TYPE DW4 INSTALLATION 50:l MAX SLOPE

DETECTABLE WARNING TYPE 014 INSTALLATION

i AUit ILU-YIUb

APPROX. M I N . ADDIT IONAL OUANTITES/RR CROSSING IDEWALK/CET. WARNING /CURB A GUTTERICONCRETE MEDIAN

5 F T 1 2 0 SF/XING I 0 L F / X I N G I 0 SY/X ING

PUBLIC RIGHTS-Of-WAY, NOVEMBfR 23, 2005

CALCULATIONS BASE! ON 5 - ' 0

pFcmmiq SUPPORT ENGINEER


1 I I I 0 1 312009 1050 I GENERAL REVISIONS tt I OATE I CHK I OESCRIPIION



STANDARD DRAWING R DETECTABLE

WARN I NGS TYPE DW4

I N S T A L L A T I O N

DESIGN 9 5 5 STANDARDS PARK G R E E T O F F I C E

ROOM 4 0 5 COLUMBIA. SC 2 9 2 0 1 1

STANDARD DRAWING 1 SECTION

722-000

I

AASHTO 11225. ASTM A706. ASTM C1433. I ASTM C157T

pRrmmiq SUPPORT ENGINEER

I MAY 21. 2010 OATE I



STANDARD DRAWING BOX CULVERT

( M I S C E L L A N E O U S DATA

1 . 0 NOTES:

1.1 ALL WORKMANSHIP b MATERIALS SHALL CONFORM WITH THE LATEST E D I T I O N OF THE SCOOT STANDARD SPECIF ICATIONS OF HIGHWAY CONSTRUCTION. PLANS AND SPECIAL PROVISIONS.

1 . 2 SEE SHEET 722-105-02 FOR MINIMUM ADDITIONAL REINFORCEMENT D E T A I L S AROUND HOLES I N BOX CULVERTS.

1 . 3 ALL OIMENSIONS ARE SUBJECT TO E X I S T I N G F I E L D CONDITIONS AND SHALL BE V E R I F I E D BY THE CONTRACTOR.

1.4 THE CONTRACTOR I S TO USE DUE CARE I N PROTECTION OF ALL U T I L I T I E S I N PLACE AND SERVICE SHALL NOT BE INTERRUPTED.

1.5 CONTRACTOR SHALL CONSTRUCT NEW STRUCTURE I N ACCOROANCE WlTH THE PLANS.

1 .6 POSIT IONS L T . I L E F T 1 . R T . ( R I G H T I . N.S. INEAR S l O E l . AN0 F . S . ( F A R S i O E l . WHERE REFERRED TO I N THE CULVERT PLANS. ARE RELATIVE TO THE DIRECTION OF STATIONING.

1 . 7 MINIMUM COVER OF M A I N REINFORCING STEEL SHALL BE 2 " FROM THE SURFACE OF CONCRETE. UNLESS OTHERWISE NOTEO.

1 . 8 CHAMFER ALL EXPOSED EDGES 3#4". CONSTRUCTION JOINTS ARE TO BE AS SHOWN I N THE PLANS OR THESE STANOARO ORAWINGS OR AS APPROVED BY THE ENGINEER INOTE THAT REINFORCING BARS SHALL EXTEND THROUGH CONSTRUCTION JOINTS) .

1 .9 CONTRACTOR SHALL CONSTRUCT 3#4" MINIMUM F I L L E T S AT ALL JUNCTIONS OF SLAB AN0 WALL.

1 . 1 0 THE CONTRACTOR SHALL PROVIOE A STATEMENT CERTIFYING COMPLIANCE WITH THE DESIGN C R I T E R I A SPECIF IEO SHOP DRAWINGS TO THE RESIDENT CONSTRUCTION ENGINEER FOR REVIEW. THE DRAWINGS SHALL INDICATE DESIGN CRITERIA . F I L L HEIGHT. REINFORCING STEEL D E T A I L S (SHOWING ALL INFORMATION L I S T E D I N THE REINFORCING STEEL SCHEOULE AND BENDING O E T A I L S I . MATERIAL SPECIF ICATIONS. AN0 SHOW AOEOUATE DIMENSIONING TO MANUFACTURE AN0 INSPECT THE BOX CULVERT. A REGISTEREO PROFESSIONAL ENGINEER I N THE STATE OF SOUTH CAROLINA SHALL CERTIFY THE SHOP DRAWINGS. ORAWINGS SHALL BE SUBMITTED TO THE FOLLOWING ADDRESS WITH A COPY OF THE TRANSMITTAL LETTER TO THE RESIDENT CONSTRUCTION ENGINEER.

1 . 1 1 SEE STANDARO DRAWING 703-105-00 FOR REINFORCEMENT BENDING D E T A I L S AN0 P I E C E MARK CODE

1 0 . 0 PAY I T E M 2 0 2 8 6 0 5 . CULVERT EXTENSION PREPARATION:

1 0 . 2 ALL COSTS OF FURNISHING d PLACING ADHESIVELY BONOEO DOWELS I N E X I S T I N G MATERIAL SHALL BE INCLUDED I N THE U N I T PRICE B I D FOR THE CULVERT EXTENSION PREPARATION PAY ITEM FOR CULVERT EXTENSIONS.

1 0 . 3 CONTACT,SURFACE OF E X I S T I N G CONCRETE TO BE CLEAN. FREE OF LAITANCE. AN0 INTENTIONALLY ROUGHENED TO AN AMPLITUDE OF r i ' AT ALL LOCATIONS CONNECTED TO NEW CAST I N PLACE CONCRETE.

1 1 . 0 PAY I T E M 722-. PC BOX CULVERT NOTES:

11 .1 ALL PRECAST CONCRETE SHALL BE MINIMUM CONCRETE CLASS 5 0 0 0 l f c ' = 5 0 0 0 p s i 1

11 .2 FOR PRECAST BOX CULVERTS. SEALANT BETWEEN SECTIONS TO CONFORM WlTH LATEST E D I T I O N OF THE SCOOT STANDARD SPECIF ICATIONS OF HIGHWAY CONSTRUCTION.

1 1 . 3 EN0 OF PRECAST CULVERT SHALL BE CAST SQUARE. AS SHOWN ON CULVERT DESIGN DRAWING. I N L I E U OF A TONGUE OR GROOVED END. AN0 THE HOLES FOR AOHESIVELY BONDED DOWELS. SHALL BE CAST OR ORILLEO I N SHOP. CARE SHALL BE TAKEN TO PREVENT CAST OR DRILLED HOLES FROM EXPOSING MAIN REINFORCING STEEL TO RESIN ANCHOR HOLE. CONTRACTOR TO DETERMINE DIAMETER AN0 DEPTH OF HOLES BASED ON R E S I N ANCHOR MANUFACTURE RECOMMENDATIONS FOR DEFORMED BAR S I Z E DESCRIBED I N RESIN ANCHOR NOTES OR I N PLANS.

1 1 . 4 ALL COSTS OF FURNISHING & PLACING AOHESIVELY BONDEO OOWELS I N NEW PRECAST SECTIONS SHALL BE INCLUDED I N THE U N I T PRICE B I D FOR THE PC BOX CULVERT PAY ITEM FOR PRECAST BOX CULVERT SECTIONS.

1 2 . 0 PAY I T E M 7 0 1 1 4 0 2 CONCRETE FOR STRUCTURES CLASS 4 0 0 0 (CULVERT):

1 . 1 2 P.F.O. = P E R FOOT OF DEPTH. AN0 P . F . L . = PER FOOT OF LENGTH WHERE INDICATE0 I N THE CULVERT PLANS. 12 .1 ALL CAST I N PLACE CONCRETE SHALL BE MINIMUM CONCRETE CLASS 4 0 0 0 l f ' c = 4 0 0 0 p s i ) .

1 . 1 3 FOR PRECAST CULVERTS. CONTRACTOR SHALL SUBMIT SHOP DRAWINGS FOR REVIEW BY THE ENGINEER OF RECORD BEFORE 1 2 . 2 ALL COSTS. BOTH DIRECT AND INDIRECT. NECESSARY TO PERFORM THE WORK AS CALLED FOR ON CULVERT SHEETS FABRICATION OF CULVERT SECTIONS. INCLUDING ADDIT ION OF HOLES FOR U T I L I T I E S . RCP . MANHOLES AN0 CATCH BASINS ARE TO BE INCLUDE0 I N THE U N I T PRICE

0 1 0 FOR CONCRETE FOR STRUCTURES CLASS 4 0 0 0 (CULVERT>. UNLESS OTHERWISE NOTEO. 2 .0 REFERENCED SPECIF ICATIONS: LATEST E D I T I O N OF THE SCOOT STANDARD SPECIF ICATIONS OF HIGHWAY CONSTRUCTION 1 2 . 3 CONSTRUCT WEEP HOLES AND FRENCH DRAINS. SEE PARAGRAPH 7 0 2 . 4 . 1 9 OF THE LATEST E D I T I O N OF THE SCOOT STANDARD LATEST E D I T I O N OF THE AASHTO STANDARD SPECIF ICATIONS FOR HIGHWAY BRIDGES SPECIFICATIONS. AASHTO ART. 3.7.4 HS 20-44 AASHTO M-259. TABLE 2 1 2 . 4 CONCRETE CUT-OFF WALLS SHALL BE CAST TO A DEPTH SUFFIC IENT TO REST ON HARD AN0 OR COMPACTED MATERIAL. THE AASHTO M-273. TABLE 2 MINIMUM DEPTH BELOW BOTTOM SLABS AN0 FOOTING SHALL BE 2 FEET. AN0 MAY BE INCREASE0 AT THE DISCRETION OF THE AASHTO M-55 SUPERVISING ENGINEER OR DESIGNER. AASHTO M-225 ASTM A-706 1 2 . 5 FOR EACH CUT-OFF WALL. NON REINFORCED CONCRETE HAS BEEN ADDED TO THE CAST I N PLACE CONCRETE CLASS 4 0 0 0

OUANTIT IES SHOWN BASED ON THE LENGTH. DEPTH, AND THICKNESS SHOWN ON THE PLANS. I F THE ENGINEER DETERMINES THAT A 3 . 0 AOHESIVELY BONDED DOWELS: DEEPER CUT-OFF WALL I S REQUIRED. ADDITIONAL QUANTIT IES SHALL BE AOOEO TO THOSE SHOWN. AOOITIONAL FORM WORK AND

WORKMANSHIP. I F NECESSARY. SHALL BE APPROVEO BY THE ENGINEER AN0 PA10 FOR AS EXTRA WORK. 3 . 1 COSTS OF FURNISHING b PLACING ADHESIVELY BONOEO OOWELS I N E X I S T I N G MATERIAL SHALL BE INCLUDED I N THE U N l T PRICE B I D FOR THE CULVERT EXTENSION PREPARATION PAY ITEM. COSTS OF FURNISHING & P L A C I N G AOHESIVELY BONOED OOWELS I N NEW PRECAST SECTIONS SHALL BE INCLUDE0 I N THE U N I T PRICE 8 1 0 FOR THE PC BOX CULVERT PAY ITEM. 1 3 . 0 PAY ITEM 7 0 3 1 1 0 0 REINFORCING STEEL FOR STRUCTURES IROAOWAYI:

3 .2 DESIGN ADHESIVELY BONDED DOWELS I N ACCORDANCE WITH BRIDGE DESIGN MEMORANDUM OM0408. 13 .1 REINFORCING STEEL SHALL E ITHER CONFORM TO AASHTO MS5 OR M225 GRADE 6 5 FOR WELDED WIRE FABRIC OR CONFORM TO ASTM A 7 0 6 DEFORMED LOW-ALLOY STEEL, AND SHALL BE A MINIMUM GRADE 6 0 FOR ALL OTHER REINFORCEMENT. FOR C I P

3.3 PROVIDE AN0 INSTALL ANCHORAGES I N ACCORDANCE WITH THE REQUIREMENTS OF THE SUPPLEMENTAL SPECIF ICATION FOR CONSTRUCTION. USE MINIMUM 0 4 BARS. AOHESIVELY BONOED ANCHORS AND DOWELS. USE AN AOHESLVE BONDING SYSTEM THAT HAS A MINIMUM BOND STRENGTH OF 1 . 5 K S I . F I E L D TESTING OF THE ANCHORAGES I S NOT REOUIRED. 1 3 . 2 CONTRACTOR SHALL CUT AND OR BEND ANY REINFORCING BARS AS NECESSARY TO CARRY OUT WORK AS CALLED FOR ON THE

STRUCTURE SHEETS. I F NOT INCLUDED I N THE DESIGN PLANS. A REBAR SCHEOULE SHOWING THE S P E C I F I C INFORMATION 3 . 4 SEE PLANS FOR D E T A I L OF ADHESIVELY BONDED DOWELS. INDICATED I N THE BENDING D E T A I L S AN0 REINFORCING STEEL SCHEDULE. SHALL BE SUBMITTED TO SCOOT RPG STRUCTURES

ENGINEER FOR REVIEW. ALL REBAR SCHEDULES SHALL BE SUBMITTED TO THE SCOOT RPG STRUCTURES ENGINEER.

13 .3 STEEL MANUFACTURING PROCESSES. INCLUDING APPLICATION OF COATINGS FOR THESE MATERIALS. MUST OCCUR I N THE UNITED STATES. COATING APPLICATION INCLUDES ALL PROCESSES WHICH PROTECT OR ENHANCE THE VALUE OF THE MATERIAL TO WHICH THE COATING I S APPLIED.

1 4 . 0 PAY ITEM 2 0 2 1 0 0 0 REMOVAL OF STRUCTURES AN0 OBSTRUCTIONS :

1 4 . 1 A , , I ~ AHAI.IIU\.I , I I S ~ , , t ~ , A ~ I : I.<..LI'.I L A I II.II:<I'II~I m ~ ~ , I , ,C C.I.:TR.CTI?I.~I 1 .1 I.:* r.. . I ,< I . r r , . i ~ i A n r m : sn % I v t .I Al.1 I . I ' I ' J ' 1 . (JI, M' . l l l$ ' I,,:I k ! ' . l l \ < ; ! l l ~ . , l , , l ~ l ~ 1. A,L'LMUO>A7E Cn;.5.1\ r l ' l * . 11 l r u 1.IA C .1>11. nE\'n.n. Ah0 ,DIZPOCn. 0 7 M?OIF ICA l :O I . n l l l A .:r<A . 6E P.\lO F T R .k7t-I1 1 .I 11 vl:.A . I I i . L I I I . h . I I I I ! ' A # l l i h 3 . 1 - 6 h l l ~ ? l I ' A i t I ' & l 6 : i l l l , ~ & ' I 1 I : ' v t ~ A I l i A " I l ' l b . I I . ' v , 1 h G I h . C l ~ l . 1 i l \ O L . . i C l A I \ C O i ~ L ' l 1 . C ' . ~ I I I I I A I .AMAL . I I I I : , nt. I:I h ~ : I : I~.I A I , , i . .,-ARCE i n -,I c c ? r r .

CONSTRUCTION JOINT DETAIL NOT TO SCALE. (MAKE MIDWALL OR INTERIOR WALL J O I N T S S I M I L A R WHERE APPLICABLE. )

722-1 05-01 L I A C T I V L LETTING OATE I JANUARY 2011 T H I S ORAwiNG i s NOT T o SCALE

A D D I T I O N A L RE INFORCING STEEL AROUND HOLE FOR CATCH B A S I N OR

MANHOLE I N S T A L L E D I N TOP SLAB OF CULVERT

MINIMUM MINIMUM

' ,A( L ~ N G . 1 i. 1 3 0 .+ , . SLAB J C I R C . )

REFERENCES NATIONAL OOCUMENTS

A OR J QAq TRANS.

8 ' LEG OF J BAR (WHERE APPLICABLE )

CULVERT TOP SLAB

S E C T I O N A

TOP S L A B CROSS S E C T I O N

WALL - - - - - - - - - - - -

CULVERT CROSS S E C T I O N

SEE STANDARD DRAWING 722-1 05 -01 FOR ADDIT IONAL NOTES AND D E T A I L S

S E C T I O N B

TOP SLAB PLAN

NOTE:

D

2 A 1 3 W (HORZ I P E O.D.+ 4 ' -

A D D I T I O N A L RE INFORCING STEEL AROUND P I P E S ( 3 6 " MAXIMUM)

I N S T A L L E D I N THE S I D E WALL OF CULVERT

I I CULVERT WALL

SECT ION C

. .. . .. ....

WALL S I D E V IEW

J ( V E R T . )

7 , J ( V E R T . )- S L A B

I , , .

VIEW CULVERT WALL

SECT ION D

WALL CROSS S E C T I O N

NOTE: FOR P I P E S NOT SHOWN. ON C I P CULVERTS AN0 EXTENSIONS. THE ENGINEER I S TO SET LOATION OF THOSE P I P E S I N THE F I E L D . FOR P I P E S NOT SHOWN. ON PRECAST CULVERT SECTIONS. THE ENGINEER I S TO SET LOCATION OF THOSE P I P E S I N THE F I E L D . AN0 TO N O T I F Y THE PRECASTER AND THE ROAD DESIGN. ROADWAY STRUCTURES GROUP COORDINATOR OF THE P I P E LOCATIONS BEFORE FABRICATION


I I 0 1 312008 IDSO I GENERAL REVISIONS a 1 DATE I CHK I OESCRIPTION

BOX CULVERT ( MISCELLANEOUS

D A T A )

r H l S DRAWING I S NOT TO SCALE

722-1 05-02 EFFECTIVE LETTING DATE1 MY 2 W 8

ASTM C1433. ASTM C1511. AASHTO LRFO BRIDGE DESIGN SPECIFICATIONS. AASHTO STANDARD SPECIFICATIONS FOR HIGHWAY BRIDGES

SPECIFICATIONS FOR HIGHWAY CONSTRUCTION

yl SUPPORT ENGINEER

A /r PC BOX CULVERT SECTIONS

HEADWALL

r-

RIPRAP (SEE CHART 7 2 2 - 3 0 5 A l

I P C B C SHOWN 1 F I L L ENTIRE CONSTRUCTION TRENCH FOR CUT-OFF WALL WITH RIPRAP

CONTINUOUS CONCRETE OR

CONCRETE CAP 2: < :/ SEE DETAIL 3

FOR TYPICAL a V JOINT r:

. . i

HAUNCHES

I JANUARY 23. 2010 DATE 1

-IH+ SIGNATUR

D E S I G N STANDARDS OFFICE 955 PARK STREET

ROOM 4 0 5 ~ C O L U M B I A . S C 29201

j;m~p>

1 STANDARD DRAWING 1 BOX CULVERT

( T Y P I C A L I N S T A L L A T I O N

D E T A I L S )

END SECTION FLUSH RIPRAP WITH WITH HOLES/INSERTS GEOTEXTILE FOR SEE NOTE 1 3 EROSION CONTROL

(SEE CHART 7 2 2 - 3 0 5 A l

FRENCH DRAIN

TYP. PC BOX SECT BEOOING AS SPECIF IEO I N PLANS OR STANDARO SPECIFICATIONS

1 . 0 NOTES: 1 . 1 ALL MATERIALS. DESIGN. MANUFACTURING. TESTING. GEOMETRY. AND PRODUCT PERFORMANCE FOR REINFORCED CONCRETE BOX CULVERTS I R C B C I AN0 PRECAST CONCRETE BOX CULVERTS I P C B C I SHALL BE I N ACCORDANCE WITH AASHTO M 2 5 9 OR M 2 7 3 OR ASTM C 1 4 3 3 OR C 1 5 7 7 EXCEPT AS NOTED.

1 . 2 FABRICATION AND INSTALLATION SHALL COMPLY WITH THE SCOOT STANDARD SPECIFICATIONS.

1 .3 WHEN LRFD DESIGN I S SPECIF IEO. DESIGN PRECAST RCBC USING AASHTO LRFO BRIDGE DESIGN SPECIF ICATIONS. CURRENT E D I T I O N .

1 . 4 DESIGN TABLES OF AASHTO M 2 5 9 . M 2 7 3 . ASTM C 1 4 3 3 . OR ASTM C 1 5 7 7 MAY BE USED FOR PCBC BARREL SECTIONS I F SPECIF IEO I N THE PLANS.

1 . 5 CONCRETE FOR PCBC SHALL BE MINIMUM CLASS 5 0 0 0 MEETING THE REOUIREMENTS OF SECTION 7 0 1 OF THE SCOOT STANDARD SPECIF ICATIONS FOR HIGHWAY CONSTRUCTION (LATEST E O I T I O N I . CONCRETE FOR RCBC AND CAST I N PLACE COMPONENTS SHALL BE MINIMUM CLASS 4000 .

1 . 6 REINFORCING STEEL SHALL BE ASTM A 7 0 6 . LOW-ALLOY STEEL DEFORMED BARS FOR CONCRETE REINFORCEMENT, GRADE 60 . WIRE MESH SHALL CONFORM TO AASHTO M 5 5 AND M 221 . REINFORCING STEEL LAYOUT SHALL BE I N ACCORDANCE WITH AASHTO M 2 5 9 OR M 2 7 3 OR ASTM 1 4 3 3 OR ASTM 1 5 7 7 OR AS SHOWN I N THE PLANS.

7 2 2 -3 0 5 -0 0 EFFECTIVE LETTING DATE / MAY 2010

1 .7 MANUFACTURERS WISHING TO SUPPLY PCBC FOR USE ON SCOOT PROJECTS SHALL FOLLOW REOUIREMENTS OF SCDOT OUALIF IEO PRODUCT L I S T 14 .

1 . 8 SEE ALSO STANDARD DRAWINGS 722-105-01 b 722-105-02 BOX CULVERT MISCELLANEOUS DATA SHEET.

2 . 0 DESIGN:

2.1 SEE PROJECT PLANS FOR CULVERT DESIGN REOUIREMENTS. ALL BOX CULVERTS REQUIRE DESIGN.

CUT-OFF WALL

E L E V A T I O N CAST AGAINST ~ ~ ~ : S T U R B E D I P C B C SHOWN1

T H I S DRAWING 1 5 NOT TO SCALE

2 .2 DESIGN ALL BOX CULVERT COMPONENTS USING THE MOST CONSERVATIVE COMBINATION OF HIGHEST/LOWEST EXPECTED DESIGN EARTH DEAD LOAD I N CONJUNCTION WITH EITHER INTERSTATE. M I L I T A R Y . HSZO. HL93 OR OTHER L I N E LOAD S P E C I F I E D BY THE ENGINEER. I N GENERAL. NEW DESIGNS SHOULD INCLUDE ADDITIONAL CAPACITY BEYOND DESIGN F I L L HEIGHTS I N ORDER TO ACCOMMODATE F I E L D CHANGES.

2 .3 DESIGN WINGWALLS TO BE SELF SUPPORTING. DO NOT TRANSFER WINGWALL LOADING INTO CULVERT BARREL.

2 . 4 APRON THICKNESS SHALL EOUAL THE THICKNESS OF THE BOTTOM SLAB OF THE CULVERT BARREL UNLESS SPECIF IEO BY DESIGN.

2 .5 FABRICATE'END SECTIONS WITH EXPOSED END CAST FLUSH (WITHOUT TONGUE OR GROOVE1 AN0 EITHER SHOP D R I L L HOLES FOR ADHESIVELY BONDED DOWELS OR INSERTS FOR THREADED ROOS. ANCHORS ARE INTENDED TO CONTROL DIFFERENTIAL SETTLEMENT. NOT AS A LOAD TRANSFER MECHANISM.

3 . 0 DETAILS :

3.1 PLACE CUT-OFF WALLS TO A DEPTH 2 ' BELOW THE SCOUR DEPTH, OR INTO UNWEATHERED ROCK.

3.2 USE MINIMUM CLASS B RIPRAP FOR BOX CULVERTS UP TO 3 ' X 3 ' . USE MINIMUM CLASS C RIPRAP FOR BOX CULVERTS LARGER THAN 3 ' X 3 ' .

3 .3 PLACE RIPRAP I N CUTOFF WALL TRENCH. BEHIND WINGWALLS AND HEADWALL. AND WRAPPED AROUND ENDS OF WINGWALLS AS NECESSARY. PLACE GEOTEXTILE FOR EROSION CONTROL UNDER RIPRAP AS S P E C I F I E D I N SCOOT STANDARD SPECIF ICATIONS. WHERE KNOWN HIGH VELOCITY OR VOLUMES HAVE CAUSED DAMAGE TO THE RIPRAP SLOPE PROTECTION. PROVIDE LARGER RIPRAP, OR MORE SUBSTANTIAL EROSION CONTROL MEASURES.

4 . 0 INSTALLATION:

4.1 PREPARE BED FOR CULVERT SECTIONS AS INDICATED I N SECTION 7 2 2 OF THE SCOOT STANDARD SPECIF ICATIONS OR AS INDICATED I N THE PLANS.

4 .2 CONSTRUCT PCBC SECTIONS BEGINNING AT THE OUTLET END OF THE CULVERT. INSTALL GROOVE ENDS LAYING UPGRADE. CONSTRUCT RCBC BARREL WITH MINIMAL COLD JOINTS.

4.3 FOR PCBC APPLY J O I N T SEALANT I N ACCORDANCE WITH AASHTO M 1 9 8 AND MANUFACTURER RECOMMENDATIONS. CONTINUE INSTALLATION OF PCBC SECTIONS I N ACCORDANCE WITH SECTION 7 2 2 .

4 . 4 CONSTRUCT WINGWALLS. HEADWALLS. APRONS. AND CUTOFF WALLS.

4 . 5 BACKFILL AS REQUIRED. INSTALL ING FRENCH DRAINS AT WEEP HOLE ELEVATIONS. SEE SCDOT STANDARD SPECIF ICATIONS FOR HIGHWAY CONSTRUCTION SECTION 7 0 2 .

4 . 6 TAKE CARE TO AVOID DAMAGE TO THE CULVERT SECTIONS DURING HANDLING, INSTALLATION. AND B A C K F I L L I N G OF SECTIONS.

4 .7 MULTIPLE BARREL PCBC SECTIONS SHALL BE INSTALLED WITH A MINIMUM GAP OF 3'); BETWEEN WALLS OF ADJACENT BARRELS. T H I S GAP SHALL BE F I L L E D WITH FLOWABLE F I L L . AND THEN EXPOSED END SHALL BE CAPPED WITH AT LEAST 6" OF CLASS 3 0 0 0 MIN . CONCRETE FOR EROSION PROTECTION. CONCRETE MAY BE USED FOR ENTIRE CAP I F DESIRED.

4.8 TYPICAL DETAILS SHOWN MAY BE APPLIED TO PRECAST AND CAST I N PLACE CONSTRUCTION.

PAY ITEMS: SEE PROJECT PLANS FOR CULVERT SHEETS AND REOUIRED PAY ITEMS.

MINIMUM OVERLAP , , MAXIMUM GAP=3,/ = 1 1 4 FOR UP TO 4 ' X 4 ' BOX / / I FOR ALL BOXES

:OR LARGER THAN 4 ' X 4 ' 1 0 4

- USE PREFORMED FLEXIBLE J O I N T SEALANT TO PROPERLY F I L L J O I N T ANNULAR SPACE AS REOUIRED TO PROVIDE SOIL TIGHT J O I N T

J O I N T

TABLE 722 -305A M I N I M U M R I P R A P

MINIMUM D r a l F T l MINIMUM BOX CULVERT CLASS THICKNESS OPENING S l Z

0.75 1 .SO UP TO 3 6

1 .30 2 . 6 0 LARGER THAN 3 6

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