PERMANENT PAVEMENT REPAIR NO SCALE

Transcription

1 SAWCUT EXISTING PAVEMENT 2" BITUMINOUS CONCRETE SURFACE COURSE, CLASS 2 (MIN) CLEAN EDGE PRIOR TO PAVING AND PAINT WITH LIQUID BITUMEN. INSTALL SEALANT OVER JOINT UPON COMPLETION 2" BITUMINOUS CONCRETE BINDER COURSE, CLASS 1 (MIN) SAWCUT EXISTING PAVEMENT 12" PROCESSED AGGREGATE BASE PROCESSED AGGREGATE BASE M.05 OF FORM 816, STATE OF CONNECTICUT, STANDARD SPECIFICATIONS 1'-0" MIN. LIMIT OF DISTURBANCE 1'-0" MIN. Feb 22, :40am Plotted By: sansonem C:\Users\sansonem\appdata\local\temp\AcPublish_10108\PM-01.dwg NOTE: 1. ASPHALT THICKNESS AS PART OF FINAL RESTORATION SHALL MATCH THE THICKNESS OF THE EXISTING ROAD OR THE MINIMUM OF 4", WHICHEVER IS GREATER. 2. FINAL PAVEMENT LIMITS SHALL BE AS APPROVED BY TOWN ENGINEER. 3. ALL EXCAVATION SHALL BE PATCHED WITH TEMPORARY BITUMINOUS CONCRETE DAILY. 4. TEMPORARY ASPHALT SHALL BE 4" INCHES THICK, INSTALLED IN 2 LIFTS. PERMANENT PAVEMENT REPAIR PERMANENT PAVEMENT REPAIR DETAIL Sheet: PM-01

2 1 2" DROP (MIN.) " 2" " 1'-0" 10" 1" " 2' " 2" 7 1 2" 1'-0" 1'6 7 8 " 2'-8 3 4" SECTION A-A NOTE: 1. UTILIZE TYPE "C" BITUMINOUS CURB TOPS FOR BITUMINOUS CURB USE. 1'9" SPLICE #4 TOP & BOTTOM CROSS SECTION USE GALVANIZED GRATE & FRAME 2. UTILIZE TYPE "C" CONCRETE CURB TOPS FOR CONCRETE CURB USE. REDUCER SECTION ADJUST TO GRADE WITH MIN. 2 AND MAX. 4 COURSES OF CONCRETE BRICK MORTAR JOINTS ABOVE PIPE BUTYL RUBBER JOINTS BELOW PIPE 1'- TO 2'-2" 3'-0" 2' SUMP 4" MIN. 2'-9" 4'-0" 4" MIN. 4" MIN. 1'-6" VARIABLE 2" ADJUST TO GRADE WITH MIN. 2 AND MAX. 4 COURSES OF CONCRETE BRICK 1'-9" 4" MIN. CATCH BASINS 10' DEEP OR LESS MINIMUM CIRCUMFERENTIAL STEEL AREA SHALL BE 0.20 IN²/FT CATCH BASINS GREATER THAN 10' DEEP AND LESS THAN 20' DEEP MINIMUM CIRCUMFERENTIAL STEEL AREA SHALL BE 0.20 IN²/FT 12" 12" 4" 6" 1'9" SPLICE 3'-0" 4'-0" RISER SECTION PLACE VERTICAL STEEL AS REQ'D TO HOLD CIRCUMFERENTIAL STEEL IN POSITION DURING CASTING Feb 22, :40am Plotted By: sansonem J:\W\W5043 Town of Wilton\Wilton Details\SW-01.dwg 4'-4" 6" MIN. 6" 6" MIN. 5'-4" INSTALL BELL TRAP ON PIPE OUTLET CONNECTICUT DEPARTMENT OF TRANSPORTATION TYPE "C" CATCH BASIN DETAIL Sheet: SW-01A

3 NOTES: 1. REINFORCEMENT SHALL CONFORM TO ASTM A615, GRADE DETAILS ON THIS SHEET SHOW STANDARD REINFORCEMENT. WELDED WIRE FABRIC WITH AN AREA EQUAL TO OR GREATER THAN THE REINFORCING SHOWN MAY BE SUBSTITUTED. 3. ALL LAP SPLICES, DEVELOPMENT LENGTHS, BENDS FOR REINFORCEMENT, AND WELDED WIRE FABRIC SHALL CONFORM TO AASHTO STANDARD SPECIFICATIONS FOR HIGHWAY BRIDGES. 4. ALL REINFORCEMENT SHALL HAVE A MINIMUM CLEAR COVER OF 2", EXCEPT FOR BENEATH BOTTOM REINFORCEMENT IN TOP SLABS, WHERE THE MINIMUM MAY BE 1 1 2" 5. MINIMUM CONCRETE COMPRESSIVE STRENGTH FC'=4,000PSI SHALL BE OBTAINED BEFORE SHIPPING. 6. BASES AND RISERS AT A DEPTH OF 20' AND GREATER SHALL BE DESIGNED BY THE CONTRACTOR AND WORKING DRAWINGS SHALL BE SUBMITTED TO THE ENGINEER FOR REVIEW. 7. SEE STANDARD CTDOT DRAWING 507-K FOR CATCH BASIN FRAMES AND GRATES. 8. FOR DOT MAINTENANCE PERSONNEL, RISERS MAY BE PREFABRICATED WITH PIPE OPENINGS IN ALL FOUR WALLS. ADEQUATE REINFORCING AROUND PIPE OPENINGS TO CONFORMING TO THESE PLANS SHALL BE PROVIDED. ANY RISERS USED WHERE A PIPE OPENING IS TO REMAIN IN PLACE MUST BE FORMED UP WITH BRICK AS DIRECTED BY THE ENGINEER. 9. RISERS SHALL NEVER HAVE CORNER PIPE ENTRIES. WHERE THE ALIGNMENT OF THE PIPE WITH RESPECT TO THE CORNER OF THE CATCH BASIN CANNOT BE CHANGED, A ROUND STRUCTURE CONFORMING TO ASTM C478 SHALL BE USED. REINFORCING FOR THE ROUND TOP SLAB WITH A RECTANGULAR OPENING SHALL CONFORM TO DETAILS SHOWN HERE. 10. ALL PIPE OPENINGS SHALL BE CLOSED USING MATERIALS WHICH CONFORM TO STATE OF CONNECTICUT STANDARD SPECIFICATIONS SECTION M IF THE ENGINEER DETERMINES THAT THE CLOSURE OF ANY PIPE OPENING IS UNSATISFACTORY, THE CONTRACTOR SHALL RECLOSE SAID OPENING AT NO ADDITIONAL COST TO THE STATE. KNOCKOUTS FOR PIPE OPENINGS SHALL NOT RESULT IN A REDUCED WALL THICKNESS. 11. THE LATEST STATE OF CONNECTICUT STANDARD SPECIFICATIONS AND SUPPLEMENTAL SHALL GOVERN. KNOCKOUT SIZE (FOR PIPE) DETERMINED BY FABRICATOR TYPICAL SECTION THRU RISER WITH KNOCKOUTS MAINTAIN SPACING OF CIRCUMFERENTIAL STEEL AT KNOCKOUTS (CUT TO FIT) PLACE VERTICAL STEEL AS REQ'D TO HOLD CIRCUMFERENTIAL STEEL IN POSITION DURING CASTING KNOCKOUT SIZE (FOR PIPE) DETERMINED BY FABRICATOR 2 - #4 AROUND ENTIRE KNOCKOUT (1 EACH FACE) 12. FOR ADDITIONAL DETAILS, SEE OTHER CATCH BASIN SHEETS. 13. WALL THICKNESS OF ALL CB'S OVER 10' DEEP SHALL BE INCREASED TO 12" THICK. INSIDE DIMENSION SHALL REMAIN THE SAME. (THE 12" THICKNESS SHALL START AFTER THE FIRST 10") CONNECTICUT DEPARTMENT OF TRANSPORTATION Feb 22, :40am Plotted By: sansonem J:\W\W5043 Town of Wilton\Wilton Details\SW-01.dwg 14. BUTYL RUBBER JOINT SEAL SHALL CONFORM TO AASHTO M-198 AND MORTAR SHALL CONFORM TO THE LATEST STATE OF CONNECTICUT STANDARD SPECIFICATIONS MATERIAL SECTION M SHRINKAGE AND TEMPERATURE REINFORCEMENT SHALL BE PROVIDED IN THE TOPS OF SLABS. THE TOTAL AREA OF REINFORCEMENT PROVIDED SHALL BE AT LEAST IN²/FT IN EACH DIRECTION. THE MAXIMUM SPACING OF THIS REINFORCEMENT SHALL NOT EXCEED 18 INCHES. 16. THE DETAILS SHOWN IN THE PLAN VIEW FOR THE PRECAST CONCRETE ROUND STRUCTURES SHALL ALSO BE USED FOR CONVERTING MANHOLES TO CATCH BASINS. 17. SET CATCH BASIN TOPS ON 6" MINIMUM BRICK OR BLOCK LEVELING COURSE. 18. AFFIX PLAQUE TO ALL CATCH BASINS STATING "DUMP NO WASTE - DRAINS TO LONG ISLAND SOUND". COST FOR PLAQUE SHALL BE INCLUDED IN THE CONTRACT UNIT COST FOR CATCH BASINS. TYPE "C" CATCH BASIN DETAIL Sheet: SW-01B

4 CONCRETE OR BRICK INV. COLD APPLIED BITUMINOUS SEALER FRAME & COVER CAMPBELL FOUNDRY CO. PATTERN NO "STORM" OR APPROVED EQUAL 4' CONE RISER RISER DIA. 3" MIN. 12" 2 1/4" MIN. ALUMINIUM STEP 7" 5" WALL ALTERNATE JOINT ADJUST TO GRADE WITH MIN. OF 2 AND MAX. OF FOUR COURSES OF BRICK PRECAST REINFORCED CONCRETE MANHOLE ECCENTRIC CONE WELDED WIRE FABRIC LIFTING HOLES (FILL WITH MORTAR) PRECAST REINFORCED CONCRETE TONGUE AND GROOVE RISER REQUIRED PREFORMED PLASTIC GASKET OR FLEXIBLE WATERTIGHT RUBBER GASKET Feb 22, :40am Plotted By: sansonem J:\W\W5043 Town of Wilton\Wilton Details\SW-02.dwg BASE 4 MIN. 4" MIN. 6" MIN. 7" 4 DIA. KNOCKOUTS, FOR PIPES MIN. 4" FROM TOP & BOTTOM OF BASE CONCRETE OR BRICK & MORTAR INVERT 5' OR 6' DIA. PRECAST BASES MAY BE USED WHEN REQUIRED DUR TO SIZE OR NUMBER OF PIPES AT THE MANHOLE. PRECAST REDUCERS WILL BE PLACED ABOVE THE 5' & 6' BASES AS DIRECTED BY THE ENGINEER. WALL YHICKNESS TO INCREASE 1" FOR EACH 12" OF INSIDE DIAMETER INCREASE. 4 PRECAST MANHOLE Sheet SW-02

5 TRENCH WIDTH PIPE ID (<30") + 2'-0" PIPE ID (>30") + 3'-0" SUPPORT SYSTEM (AS REQUIRED) STORM WARNING TAPE REINFORCED CONCRETE PIPE DIA. 1 4 PIPE OD FILTER FABRIC 3/4" CRUSHED STONE TO TOP OF PIPE 4" MIN. IN EARTH 12" MIN. IN ROCK SPECIAL FOUNDATION IF ORDERED BY ENGINEER. (TO BE INCLUDED AS PART OF BEDDING MATERIAL.) Feb 22, :40am Plotted By: sansonem J:\W\W5043 Town of Wilton\Wilton Details\SW-03.dwg CIRCULAR R.C.P. TRENCH BEDDING DETAIL Sheet: SW-03

6 COMPACTED BACKFILL, WELL GRADED MATERIAL FREE OF ORGANICS, FROZEN MATERIAL AND PARTICLES OVER 6" STORM WARNING TAPE 6" MIN. 3/4" CRUSHED STONE DIA. FILTER FABRIC 6" MIN. IN EARTH 12" MIN. IN ROCK Feb 22, :40am Plotted By: sansonem J:\W\W5043 Town of Wilton\Wilton Details\SW-04.dwg OFFICE OF THE TOWN ENGINEER TOWN OF TRUMBULL 5866 Main Street (203) TRENCH BEDDING DETAIL Sheet: SW-04

7 1 1 4" " 1'-0" 3'-1 3 4" 2'-8 3 4" A A CROSS SECTION 1 2" DROP (MIN.) 1 1 4" " 1'-0" 1'8 3 8 " SECTION A-A 1 2" DROP (MIN.) 1'9" SPLICE #4 TOP & BOTTOM USE GALVANIZED GRATE & FRAME REDUCER SECTION ADJUST TO GRADE WITH MIN. 2 AND MAX. 4 COURSES OF CONCRETE BRICK MORTAR JOINTS ABOVE PIPE BUTYL RUBBER JOINTS BELOW PIPE 1'- TO 2'-2" 3'-0" 2' SUMP 4" MIN. 2'-9" 4'-0" 4" MIN. 4" MIN. 1'-6" VARIABLE 2" ADJUST TO GRADE WITH MIN. 2 AND MAX. 4 COURSES OF CONCRETE BRICK 1'-9" 4" MIN. CATCH BASINS 10' DEEP OR LESS MINIMUM CIRCUMFERENTIAL STEEL AREA SHALL BE 0.20 IN²/FT CATCH BASINS GREATER THAN 10' DEEP AND LESS THAN 20' DEEP MINIMUM CIRCUMFERENTIAL STEEL AREA SHALL BE 0.20 IN²/FT 12" 12" 4" 6" 1'9" SPLICE 3'-0" 4'-0" RISER SECTION PLACE VERTICAL STEEL AS REQ'D TO HOLD CIRCUMFERENTIAL STEEL IN POSITION DURING CASTING J:\W\W5043 Town of Wilton\Wilton Details\SW-05.dwg 4'-4" 6" MIN. 6" INSTALL BELL TRAP ON PIPE OUTLET 6" MIN. 5'-4" CONNECTICUT DEPARTMENT OF TRANSPORTATION TYPE "C-L" CATCH BASIN DETAIL Sheet: SW-05A

8 NOTES: 1. REINFORCEMENT SHALL CONFORM TO ASTM A615, GRADE DETAILS ON THIS SHEET SHOW STANDARD REINFORCEMENT. WELDED WIRE FABRIC WITH AN AREA EQUAL TO OR GREATER THAN THE REINFORCING SHOWN MAY BE SUBSTITUTED. 3. ALL LAP SPLICES, DEVELOPMENT LENGTHS, BENDS FOR REINFORCEMENT, AND WELDED WIRE FABRIC SHALL CONFORM TO AASHTO STANDARD SPECIFICATIONS FOR HIGHWAY BRIDGES. 4. ALL REINFORCEMENT SHALL HAVE A MINIMUM CLEAR COVER OF 2", EXCEPT FOR BENEATH BOTTOM REINFORCEMENT IN TOP SLABS, WHERE THE MINIMUM MAY BE 1 1 2" 5. MINIMUM CONCRETE COMPRESSIVE STRENGTH FC'=4,000PSI SHALL BE OBTAINED BEFORE SHIPPING. 6. BASES AND RISERS AT A DEPTH OF 20' AND GREATER SHALL BE DESIGNED BY THE CONTRACTOR AND WORKING DRAWINGS SHALL BE SUBMITTED TO THE ENGINEER FOR REVIEW. 7. SEE STANDARD DRAWING 507-K FOR CATCH BASIN FRAMES AND GRATES. 8. FOR DOT MAINTENANCE PERSONNEL, RISERS MAY BE PREFABRICATED WITH PIPE OPENINGS IN ALL FOUR WALLS. ADEQUATE REINFORCING AROUND PIPE OPENINGS TO CONFORMING TO THESE PLANS SHALL BE PROVIDED. ANY RISERS USED WHERE A PIPE OPENING IS TO REMAIN IN PLACE MUST BE FORMED UP WITH BRICK AS DIRECTED BY THE ENGINEER. 9. RISERS SHALL NEVER HAVE CORNER PIPE ENTRIES. WHERE THE ALIGNMENT OF THE PIPE WITH RESPECT TO THE CORNER OF THE CATCH BASIN CANNOT BE CHANGED, A ROUND STRUCTURE CONFORMING TO ASTM C478 SHALL BE USED. REINFORCING FOR THE ROUND TOP SLAB WITH A RECTANGULAR OPENING SHALL CONFORM TO DETAILS SHOWN HERE. 10.ALL PIPE OPENINGS SHALL BE CLOSED USING MATERIALS WHICH CONFORM TO STATE OF CONNECTICUT STANDARD SPECIFICATIONS SECTION M IF THE ENGINEER DETERMINES THAT THE CLOSURE OF ANY PIPE OPENING IS UNSATISFACTORY, THE CONTRACTOR SHALL RECLOSE SAID OPENING AT NO ADDITIONAL COST TO THE STATE. KNOCKOUTS FOR PIPE OPENINGS SHALL NOT RESULT IN A REDUCED WALL THICKNESS. KNOCKOUT SIZE (FOR PIPE) DETERMINED BY FABRICATOR TYPICAL SECTION THRU RISER WITH KNOCKOUTS MAINTAIN SPACING OF CIRCUMFERENTIAL STEEL AT KNOCKOUTS (CUT TO FIT) PLACE VERTICAL STEEL AS REQ'D TO HOLD CIRCUMFERENTIAL STEEL IN POSITION DURING CASTING KNOCKOUT SIZE (FOR PIPE) DETERMINED BY FABRICATOR 2 - #4 AROUND ENTIRE KNOCKOUT (1 EACH FACE) J:\W\W5043 Tighe & Bond, Town Inc. of J:\W\W5043 Wilton\Wilton Town Details\SW-05.dwg of Wilton\Wilton Details\SW-05.dwg 11.THE LATEST STATE OF CONNECTICUT STANDARD SPECIFICATIONS AND SUPPLEMENTALS SHALL GOVERN. 12.FOR ADDITIONAL DETAILS, SEE OTHER CATCH BASIN SHEETS. 13.WALL THICKNESS OF ALL CB'S OVER 10' DEEP SHALL BE INCREASED TO 12" THICK. INSIDE DIMENSION SHALL REMAIN THE SAME. (THE 12" THICKNESS SHALL START AFTER THE FIRST 10") 14.BUTYL RUBBER JOINT SEAL SHALL CONFORM TO AASHTO M-198 AND MORTAR SHALL CONFORM TO THE LATEST STATE OF CONNECTICUT STANDARD SPECIFICATIONS MATERIAL SECTION M SHRINKAGE AND TEMPERATURE REINFORCEMENT SHALL BE PROVIDED IN THE TOPS OF SLABS. THE TOTAL AREA OF REINFORCEMENT PROVIDED SHALL BE AT LEAST IN²/FT IN EACH DIRECTION. THE MAXIMUM SPACING OF THIS REINFORCEMENT SHALL NOT EXCEED 18 INCHES. 16.THE DETAILS SHOWN IN THE PLAN VIEW FOR THE PRECAST CONCRETE ROUND STRUCTURES SHALL ALSO BE USED FOR CONVERTING MANHOLES TO CATCH BASINS. CONNECTICUT DEPARTMENT OF TRANSPORTATION TYPE "C-L" CATCH BASIN DETAIL Sheet: SW-05B

9 4 PVC CLEANOUT PLUG 9" 1 RETAINED GASKET 1 6" DIA. SERVICE CONNECTION PVC SDR-35 16" WATERSTOP CAPTIVE "O" RING GASKETS 2 1 2"x2 1 2"x 1 4" BOLT-UP BRACKETS WITH NUTS & BOLTS 36" 1 9" CAP BLOCK WITH PVC TEE 5" 6" INTERCHANGEABLE GASKET 12",24",36",4 CAPTIVE SEAL UNIT 1 1 4" DIA. LIFTING SLOTS PLAN 6" PVC NIPPLE 6" 9" 12" FOUNDATION STONE SAWCUT SANITARY SEWER MAIN AND REMOVE EXISTING TEE. INSTALL NEW SDR-35 TEE AND CONNECT TO EXISTING MAIN NOTES: 1) CONCRETE STRENGTH 5, DAYS. DENSITY 150 PCF. 2) CEMENT PER ASTM C ) AIR ENTRAINING PER ASTM C ) REINFORCING PER ASTM A ) FILL VOID UNDER BRIDGING SECTION WITH SUITABLE BEDDING MATERIAL. 6) PVC FITTINGS PER ASTM D J:\W\W5043 Town of Wilton\Wilton Details\SS-01.dwg SECTION A-A SECTION B-B SEWER MAIN, DIA. RIGID GASKETED SDR-35 REPAIR COLLARS PRECAST CHIMNEY DETAIL Sheet: SS-01

10 12" MIN. 3/4" CRUSHED STONE SAWCUT AND REMOVE DAMAGED PIPE SECTION OR JOINT. INSTALL NEW SDR-35 PIPE. MATCH EXISTING SIZE AND SLOPE. FILTER FABRIC 12" MIN. 3/4" CRUSHED STONE RIGID GASKETED SDR-35 REPAIR COLLARS OR UTILIZE STAINLESS STEEL NUTS & BOLTS AND TAKE UP CLAMPS. STAINLESS STEEL SHEAR SHIELD STRONG BACK RC SERIES AS MANUFACTURED BY FERNCO INC. (OR EQUAL) RUBBER GASKET SHALL NOT BE USED. J:\W\W5043 Town of Wilton\Wilton Details\SS-02.dwg SANITARY SEWER POINT REPAIR DETAIL Sheet: SS-02

11 EDGE OF TRENCH SUPPORT AS REQUIRED TRENCH WIDTH 2'-0" + I.D. - MIN. 3'-0" SUITABLE BACKFILL GRAVEL FILL PAYMENT WIDTH FOR ROCK 2'-0" + I.D. - MIN. 3'-0" WARNING TAPE 12" MIN. FILTER FABRIC BOTTOM OF TRENCH (LOWER VERTICAL PAY LIMIT IN ROCK) J:\W\W5043 Town of Wilton\Wilton Details\SS-03.dwg TYPICAL SANITARY SEWER TRENCH SECTION DETAIL Sheet: SS-03

12 SAWCUT EXISTING PAVEMENT PRIOR TO EXCAVATION 4" BITUMINOUS CONCRETE BINDER COURSE, CLASS 1 INSTALLED IN 2 LIFTS SAWCUT EXISTING PAVEMENT PRIOR TO EXCAVATION PROCESS AGGREGATE BASE M.05 OF FORM 817, STATE OF CONNECTICUT, STANDARD SPECIFICATIONS TRENCH J:\W\W5043 Town of Wilton\Wilton Details\SS-04.dwg TEMPORARY PAVEMENT REPAIR DETAIL Sheet: SS-04

13 CAMPBELL FOUNDRY PATTERN 1202 "WILTON SEWER" RISER 4'-0" CONE RISER FRAME & COVER 3" MIN. 7" TYP. 2'-2" DIA. 12" TYP " MIN. 4'-0" DIA. ADJUST TO GRADE WITH MIN. 2 AND MAX. OF FOUR COURSES OF BRICK PRECAST REINFORCED CONCRETE MANHOLE ECCENTRIC CONE WELDED WIRE FABRIC LIFTING HOLES (FILL WITH MORTAR) PRECAST REINFORCED CONCRETE TONGUE AND GROOVE RISERS AS REQUIRED OUTSIDE TO BE PAINTED WITH HEAVY BITUMASTIC MATERIAL PREFORMED PLASTIC GASKET OR FLEXIBLE WATERTIGHT RUBBER GASKET 5" WALL BASE 4'-0" MIN. 4" MIN. 6" 4" MIN. ALUMINUM STEP PIPE ENTRANCE WITH RUBBER BOOT COLD APPLIED BITUMINOUS SEALER ALTERNATE JOINT J:\W\W5043 Town of Wilton\Wilton Details\SS-05.dwg 7" CONCRETE OR BRICK & MORTAR FORMED INVERT 5' OR 6' DIA. PRECAST BASES MAY BE USED WHEN REQUIRED DUE TO SIZE OR NUMBER OF PIPES AT THE MANHOLE. PRECAST REDUCERS WILL BE PLACED ABOVE THE 5' & 6' BASES AS DIRECTED BY THE ENGINEER. WALL THICKNESS TO INCREASE 1" FOR EACH 1' OF INSIDE DIAMETER INCREASE. PRECAST SANITARY MANHOLE DETAIL Sheet: SS-05

14 J:\W\W5043 Town of Wilton\Wilton Details\SS-06.dwg DROP MANHOLE DETAIL Sheet: SS-06

15 J:\W\W5043 Town of Wilton\Wilton Details\SS-07.dwg SANITARY GRAVITY SEWER WYE & TEE SADDLE, REPAIR COUPLING, CORE AND TEE CONNECTION DETAIL Sheet: SS-07