TYPE 4-C TYPE 6 TYPE 7 TYPE 8

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1 ````` Face of ase rad. 42 TYPE rad. " T T T '- unless otherwise shown on plans 5" 5" 5" Slope 2: TYPE 2 rad. Concrete TYPE 2-A rad. Wearing Course Concrete ase Course TYPE 2-0" rad. TYPE 3 As Shown on Typical Sections in Plans 2'- unless otherwise shown on plans Slope 2: As Shown on Typical Sections in Plans Ashphalt Concrete As Shown on Typical Section in Plans 2 2 T T T 0" rad. Concrete TYPE 3-A 0" rad." Wearing Course ' Concrete ase Course TYPE 3-2'- unless otherwise shown on plans 5" 5" rad. Slope 2: As Shown on Typical 5" Sections in Plans TYPE 4 rad. Concrete TYPE 4-A rad. Wearing Course Concrete ase Course TYPE 4- As Shown on Typical Section in Plans 2 As Shown on Typical Section in Plans 8" " rad. Earth Preformed Joint Material, Item " " rad. 5" Joint Sealer 5" Asphalt or Shoulder " " rad. Joint Sealer / Approach Slab Preformed Joint Material, Item TYPE 4-C " rad. TYPE 6 6 " TYPE 7 " TYPE 8 8" Joint Sealer " " " Preformed Joint Material, Item " " " rad. " rad. Joint Sealer Preformed Joint Material, Item and concrete bases. NOTES GENERAL: This drawing shows alternate types of curb that may be used on various types of pavement. The typical section of the project shows the type to be used, also the thickness of the edge of the pavement or the edge of the curb and gutter section. JOINTS: " expansion joints shall extend up to the top of the curb and shall be constructed in the curb and gutter section in such a manner that the joint seal will extend the full width of the gutter and into the curb face a sufficient distance to seal the joint to an elevation of a least above the flow line of the gutter. Dowel bars shall be used in the curb and gutter section at expansion joints and to the surface of the pavement. Transverse expansion joint material shall meet the requirements of Item GUTTER PLATE THICKNESS: Thickness of gutter plate "T" shall be unless otherwise shown on the plans. TOLERANCES: Dimensional tolerances are as follows: - s: 3 to + ". Gutters: 0 to + ". LEGEND Expansion joint material and joint sealer are not required for the portion of the curb that is adjacent to a flexible pavement type. oth materials are required, as detailed, for the full height of rigid pavement 2 utt joints shall be provided between combined curb-and-gutter and new or existing rigid pavements, with tie bars or hook bolts provided at intervals of 5'. See SCD P-2. for details of tie bars and hook bolts. If the combined curb-and-gutter adjoins a new rigid base or an existing rigid base or pavement that is to be surfaced with bituminous material, a butt joint shall also be provided. However, tie bars or hook bolts shall be omitted when the vertical overlap ("V" in detail below) between the curb-and-gutter and rigid pavement is less than 7". Combined curb-and-gutter V ituminous Surface Material Rigid THIS DRAWING REPLACES P-5.DATED STDS. STATE OF OHIO DEPARTMENT OF REVISION DATE STANDARD ROADWAY CONSTRUCTION DRAWING SCD NUMER TRANSPORTATION ADMINISTRATOR ENGINEER RO A D W A Y C O NC RETE C URS A ND C O M INED CUR A ND G UTTER Michael line P-5. M. Ruppe

2 Construct each curb ramp using Type A details on Sheet 2. Use curb ramps with flared sides at locations with wide sidewalks. Construct each curb ramp using Type A2 details on Sheet 2. Construct each curb ramp using Type A details on Sheet 2. uffer Two sets of Double Parallel s are shown. Use curb ramps with returned curbs where buffer is wide enough to accommodate ramp slope. Place on streets having wide turning radius and where sidewalks are narrow. PERPENDICULAR CUR RAMPS PARALLEL CUR RAMPS PREFERRED CONSTRUCTION PLACEMENT 5'-0" min. Radial Radial Construct each curb ramp using Type C details on Sheet 2. 5'-0" min. Radial ramp placement where streets have wide turning radius, and sufficient sidewalks width. COMINATION CUR RAMPS Radial STDS. STATE OF OHIO DEPARTMENT OF REVISION DATE ENGINEER TRANSPORTATION ADMINISTRATOR RO A D W A Y M. Ruppe Reynaldo Stargell NOTES uffer GENERAL: This drawing shows curb ramp types details and placement examples for curb ramp construction, including the installation of detectable warnings. ramp types are shown on Sheet 2 and include Perpendicular, Parallel, and Combined types as specified to be constructed in the locations shown on the project plans. ramps added to an existing intersection or walk should be individually detailed on the project plans to assure that the design is appropriate for site constraints and all items can be constructed to ADA standards. The contractor may adjust the placement of curb ramps if existing field conditions warrant with the approval of the Engineer. PAYMENT: Measure and pay for the ramp area within the shaded limits of this drawing as Item 608, Square Foot. This includes the cost of any curb or curb and gutter, detectable warnings, landing areas and any additional materials, installation, grading, forming, and finishing required within the shaded area. Work beyond the shaded ramp/landing area is paid for as curb (609) and walk (608). Removal of existing curb, walk (or existing curb ramps) are paid under Item 202. For at-grade crossing locations where only detectable warnings are required in order to acheive ADA compliance, measure and pay for the strip of detectable warnings as Item 608 Detectable Warning, Square Foot. The work to cast the tiles in place will also require removal of existing pavement (Item 202) to the nearest joint, or if no joint exists, a minimum of 4 feet. '-0" min. Radial Radial Widening (ypass) When Required Clear Space Cross- Construct each curb ramp using Type A details on Sheet 2. Use this design only for existing walks, and when site Acceptable design on corners with wide constraints prohibit other designs. The diagonal Type turning radius where user is able to D ramp may be constructed as either a Perpendicular, maneuver within crosswalk limits so as not Parallel or Combination curb ramp type. Avoid using to encroach into adjacent traveled lanes. where curb radii are less than 20'-0". PERPENDICULAR RAMPS DIAGONAL RAMP (Type D) ACCEPTALE CONSTRUCTION PLACEMENT walk Acceptable design for retrofit only where utilities prevent using a preferred layout. 2: Landing THIS DRAWING REPLACES P-7.DATED STANDARD ROADWAY CONSTRUCTION DRAWING SCD NUMER NEW C UR RA M PS (w ith D etectable W arnings) P-7. ````` 3

3 A 0: 2: 0: Height A Type A (Perpendicular with flared sides) Landing PERPENDICULAR CUR RAMP DETAILS uffer 2: '-0" min. Landing Type A2 (Perpendicular with returned curb) Height NOTES CONTINUED The running slope of the ramp is preferred to be 2: or flatter. In existing sidewalks, where the maximum ramp slope is not feasible due to site constraints (e.g. utility poles or vaults, right-of-way limits) it may be reduced as follows: A) 0: for a rise of, ) 8: for a rise of, C) 6: over a run of 2'-0" for historic areas where a flatter slope is not feasible. To prevent chasing the grade indefinately, the transition from exisiting sidewalk to the shaded curb ramp area is not required to exceed 5 feet in length. While ramps may be skewed to the crosswalk, the entire lower landing area must fall within the cross walk that the ramp serves and cannot be located in the traveled lane of opposing traffic. The counter slope of the gutter or street at the foot of a curb ramp, landing, or blended transitions shall be 20: ot flatter. The bottom edge of the ramp shall change planes perpendicular to the landing. The edge of the curb shall be flush with the edge of the adjacent pavement and gutter and surface slopes that meet grade breaks shall also be flush. STDS. STATE OF OHIO DEPARTMENT OF REVISION DATE ENGINEER TRANSPORTATION ADMINISTRATOR Reynaldo Stargell M. Ruppe landings shall be 4' min. x 4' min. with a or flatter cross slope and running slope. Slope '-0" min. C Grass 2: 0: 2: C 2: 0: Type C (Combined with flared sides) Landing COMINED CUR RAMP DETAILS Type (Single sided Parallel) Height Height Landing Grass 2: PARALLEL CUR RAMP DETAILS uffer 2: 2: 2: Grass 2: Type C2 (Combined with returned curb) Landing '-0" min. Type 2 (Double sided Parallel) Landing Height Height 2: D DETECTALE WARNINGS: Install Detectable Warnings on each curb ramp with approved materials, as shown on Sheet 3. Install these proprietary products as per manufacturer's written instructions. DRAINAGE: Contractor is to ensure the base of each constructed curb ramp allows for proper drainage, without exceeding allowable cross slope or ramp slopes. Vertical change in level exceeding " between the ) pavement and gutter, and 2) gutter and ramp, are not allowed. SURFACE TEXTURE: Texture concrete surfaces by coarse brooming transverse to the ramp slopes to be rougher than the adjacent walk. JOINTS: Provide expansion joints in the curb ramp as extensions of walk joints and consistent with Item requirements for a new concrete walk. Provide a " Item expansion joint filler around the edge of ramps built in existing concrete walks. Lines shown on this drawing indicate the ramp edges and slope changes, and do not necessarily indicate joint lines. Height Follows Slope of the Grass 2: Grade reak See Sheet 3 for Sections. Type 3 (Single sided Parallel) Height '-0" min. D THIS DRAWING REPLACES P-7.DATED STANDARD ROADWAY CONSTRUCTION DRAWING SCD NUMER RO A D W A Y NEW C UR RA M PS (w ith D etectable W arnings) P-7. ````` 2 3

4 ````` " Item Wide Concrete 20: 2'- Gutter 2: Slope 2: Slope New gutter shown. SECTION A-A NORMAL DETAIL See Sheet 2. min. '- 2: Slope '- min. SECTION D-D See Sheet 2. Landing Slope 2 Wide Concrete 4'-0" *Where possible, pour ramp area integral with the curb, otherwise use thick walk. DETECTALE WARNINGS NOTES ment or Gutter GENERAL: Detectable Warnings are a distinctive surface pattern of truncated domes which are detectable by cane or underfoot to alert people with vision impairments of their approach to streets and hazardous drop-offs. PLACEMENT: Detectable warnings are to be installed at any location where pedestrians might cross paths with vehicular traffic lanes, such as the base of curb ramps or at blended curbs. A 2 strip of domes is ALIGNMENT: Truncated domes should be aligned with the primary direction of the ramp as shown on the DETECTALE WARNING ALIGNMENT Detail. Normally Detail A Remove Existing Saw Cut if is Monolithic with or Gutter to be installed for the full width of the ramp or walk. Typical street corner placement locations are shown on Sheet. The depth of concrete underneath detectable warning products shall be a minimum of. See DETAIL A. the detectable warnings should be flush with the back of the curb, but for skewed conditions see DETECTALE WARNING ALIGNMENT Detail. For non-standard layouts, detectable warning materials may have to be mitered and placed PRODUCTS & COLORS: Color of the detectable warnings should contrast with sursegmentally. rounding concrete walk and ramp. lack is not an acceptable color. Approved products and guidance on color may be found on the Office of Roadway Engineering Service's Detectable Warnings Approved List. Install products as per manufacturer's printed instructions. 2 Wide Concrete Adjacent to P.C.C. - " Preformed Joint Material Item with Joint Sealer Applied per SCD P-5. SECTION A-A EXISTING WALK DETAIL See Sheet 2.. min. 2. '- Surface. min. 2. min. Meet Existing " verify slope Existing Walk Use Manufacturer's Written Instructions for Installing Weep Holes, Setting ed and Grouting Method 0. SQUARE PATTERN, PARALLEL ALIGNMENT " Item DETAIL A 0. min.. HEIGHT AND DIAMETER 0. min.. Direction of Existing 50% to 65% of ase Diameter 2.. min. Detectable 2 Wide Concrete Warning Plate. min. 2. TRUNCATED DOMES DETAILS 2: Slope '- SECTION - Depth Varies min. Landing Slope See Sheet 2. See Sheet 2. min. Concrete RADIAL ALIGNMENT 0. min.. Detectable Warnings in Line with Truncated Domes Slope Flare Exceeds 5' 2 2 Wide Concrete Grade reak Slope '- SECTION C-C DETECTALE WARNING ALIGNMENT walk Existing Pave- Sidelanding 4' min. Clear Space Truncated Domes Slope Flare DOME ALIGNMENT ON RADIUSED CUR 2 5' min. '-0" Grass uffer THIS DRAWING REPLACES P-7.DATED STDS. STATE OF OHIO DEPARTMENT OF REVISION DATE STANDARD ROADWAY CONSTRUCTION DRAWING SCD NUMER TRANSPORTATION ADMINISTRATOR ENGINEER RO A D W A Y NEW C UR RA M PS (w ith D etectable W arnings) Reynaldo Stargell P-7. M. Ruppe 3 3

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6 Top of curb " exp. joint Drop gutter in 20' from each side of catch basin for normal transverse slope, and " within blockout for combined curb and gutter. Frame & grates casting S6x2.5x6'`" Top of curb " exp. joint Location of grate, elev.,. station and offset Normal pavement slope Depressed pavement Reinf. steel per SCD P-. face " A Top of curb & casting ack of curb anchor bolt STATE OF OHIO DEPARTMENT OF TRANSPORTATION STATE HYDRAULIC ENGINEER Steel eam " Dowel Reinf. steel per SCD P-. '-0" Permissible construction joint min. Outlet pipe location to meet project requirements Permissible construction joint '-0" " Dowel The bottom may be precast separately and the outlet pipe placed on top of it with the bottom shaped to drain Permissible constr. joint '-0" S6x2.5x6'`" Steel eam 8 " " min. Variable depth REVISIONS ROADWAY HYDRAULIC ENGINEER Matt Cozzoli min. bottom A 8" 4'- 8" 8" 2'- 8" SECTION A-A 2'-5 " 2'-5 " Location of grate elevation, station and Grate (icycle Safe Shown) Dowel location for curb & gutter SECTION - WITH CUR ( DEPRESSION) face HY D RA ULIC ack of curb offset ack of curb 2'-0" Gutter " exp. joint Cap " Dowel 45 Combination curb and gutter blockout X " " " exp. joint Direction of flow for grates as shown " Dowel 2'-0" min. Location of grate, elev.,. station and offset Normal gutter elevation Depressed gutter " " STANDARD HYDRAULIC CONSTRUCTION DRAWING C A TC H A SIN NO. 3 block out for straight transverse slope utt joint Outside of conc. basin SECTION - WITH CUR & GUTTER ( " DEPRESSION) PLAN OF CATCH ASIN AND PAVEMENT JOINTS CATCH ASIN No. 3 See Sht. 2/2 for NOTES SCD NUMER C -2. 2

7 '- 9 5 " '-4 '-4 '-4 '-4 " bolt hole " rad. Finished DUMP NO WASTE DRAINS TO WATERWAY 6 " 4'-8 3 " '-0 " NOTES GRATES: Two required. For details, see SCD C-2.2. Provide Grate "V" unless the plans specifically require the diagonal grate. If the diagonal grate is specified, place it so that the diagonal bars direct drainage flow toward the curb. CASTINGS: Provide a design essentially the same and equally as strong as the one shown. Minimum weight: Casting lbs. Two Grates lbs. Frame lbs. Two Grate "V" lbs. Lighter weight frames and grates that meet the requirements of CMS 7.4 may also be provided. Provide grate openings and dimensions as shown here unless otherwise shown in the plans. STATE OF OHIO DEPARTMENT OF TRANSPORTATION STATE HYDRAULIC ENGINEER 6'-" PLAN & SECTION rad. 5'- PLAN Cast the following text into the top of the curb casting: "DUMP NO WASTE" and "DRAINS TO WATERWAY" Print text in bold, capital letters at least high. See example on Plan & Section. "WATERWAY" may be substituted with "STREAM", "RIVER", "LAKE", etc. Actual placement and logo may vary per manufacturer. REVISIONS " rad. 5'-" " rad. Finished 2'-6 " EARING AREAS: Fit and finish the frame and grate to provide a firm and even seat. No projections are permitted on bearing areas, and the grate must seat in its frame without rocking. ROADWAY HYDRAULIC ENGINEER Matt Cozzoli " " WALLS: When used in place of concrete, construct brick side walls with 8" nominal thickness. " rad. '-4 '-4 '-4 '-4 6'-" FRONT VIEW & SECTION 7 " 5'- FRONT VIEW PRECAST CONSTRUCTION: Permitted, except for the apron. Meet CMS concrete requirements. Provide precast walls at least thick with sufficient reinforcing to permit shipping and placement without damage. Reduce the wall thickness from the outside. MINIMUM DEPTH: The minimum depth is per the cover requirements for that pipe type. OPENINGS: Ensure pipe openings are the O.D. of the pipe being supplied plus when fabricated or field cut. Fill any voids per C&MS 6. DOWELS: Furnish four "x8" dowels for concrete pavement or gutter blockout. See SCD P-2.2 for dowel details. HY D RA ULIC " rad. " rad. " rad. 7 " " CUR CASTING '-6 '-5" '-2 " " 5 " 9Œ" rad. 5 " 2'-6 " " " 3 " rad. " rad. LOCKOUT: Pave blockouts with 4000 psi compressive strength concrete in PCC pavement or gutter. lockouts are paid for as part of the pavement or gutter with no deduction in pavement, curb or gutter quantities because of the castings. Cast a 4000 psi compressive strength concrete apron, the size of the 2'-0" gutter blockout, in place in asphalt pavement (no dowels required) with the cost included in the catch basin bid price. No deduction is made in curb quantities. PAYMENT: All materials and labor, including excavation and backfilling, are paid for under Item 6 - Catch asin, No. 3. STANDARD HYDRAULIC CONSTRUCTION DRAWING C A TC H A SIN NO. 3 6 " 4'-8 rad. " ACK VIEW 2'-0 " END VIEW FRAME FRAME SCD NUMER C

8 Drop gutter in 20' from each side of catch basin for normal transverse slope, and " within blockout Top of for combined curb and gutter. curb " exp. joint casting Frame & grate S6x2.5x3'-`" Permissible '-0" constr. joint '-0" " Dowel Reinf. steel per SCD P-. The bottom may be precast separately min. " exp. joint Location of grate, elev., " Dowel station and offset Normal pavement slope Depressed pavement Reinf. steel per SCD P-. Permissible constr. joint '-0" face " A 8 " S6x2.5x3'-`" " Top of curb and casting ack of curb or height of curb min. Variable depth as shown in the plans. NOTES GRATES: One required. For details, see SCD C-2.2. Provide Grate "V" unless the plans specifically require anchor bolt the diagonal grate. If the diagonal grate is specified, place it so that the diagonal bars direct drainage flow toward the curb. CASTINGS: Provide a design essentially the same and equally as strong as the one shown. Minimum weight: Casting lbs. Standard Grate lbs. Frame lbs. Grate "V" lbs. Lighter weight frames and grates that meet the requirements of CMS 7.4 may also be provided. Provide grate openings and dimensions as shown here unless otherwise shown in the plans. STATE OF OHIO DEPARTMENT OF TRANSPORTATION REVISIONS STATE HYDRAULIC ENGINEER min. bottom and the outlet pipe placed on top of it with the bottom shaped to drain. Cast the following text into the top of the curb casting: "DUMP NO WASTE" and "DRAINS TO WATERWAY" ROADWAY HYDRAULIC ENGINEER Matt Cozzoli A Print text in bold, capital letters at least high. See example on Plan & Section. "WATERWAY" may be substituted with "STREAM", "RIVER", "LAKE", etc. Actual placement and logo may vary per manufacturer. 8" 2'- 8" Dowel location for curb & gutter 8" 2'- 8" EARING AREAS: Fit and finish the frame and grate to provide a firm and even seat. No projections are Cap " exp. joint ack of curb SECTION A-A C " Dowel 2'-5 " X D D 45 Combination curb and gutter blockout Location of grate elevation, station and offset Outside of conc. basin " " C Grate (icycle Safe Shown) ack of curb Direction of flow for grate as shown 2'-0" min. Cap SECTION - WITH CUR ( DEPRESSION) 2'-0' Gutter " Normal gutter elevation Depressed gutter face Location of grate, elev., sta. and offset " permitted on bearing areas, and the grate must seat in its frame without rocking. WALLS: When used in place of concrete, construct brick side walls with 8" nominal thickness. PRECAST CONSTRUCTION: Permitted, except for the apron. Meet CMS concrete requirements. Provide precast walls at least thick with sufficient reinforcing to permit shipping and placement without damage. Reduce the wall thickness from the outside. MINIMUM DEPTH: The minimum depth is per the cover requirements for that pipe type. OPENINGS: Ensure pipe openings are the O.D. of the pipe being supplied plus when fabricated or field cut. Fill any voids per C&MS 6. DOWELS: Furnish four "x8" dowels for concrete pavement or gutter blockout. See SCD P-2.2 for dowel details. LOCKOUT: Pave blockouts with 4000 psi compressive strength concrete in PCC pavement or gutter. lockouts are paid for as part of the pavement or gutter with no deduction in pavement, curb or gutter quantities because of the castings. Cast a 4000 psi compressive strength concrete apron, the size of the 2'-0" gutter blockout, in place in asphalt pavement (no dowels required) with the cost included in the catch basin bid price. No deduction is made in curb quantities. PAYMENT: All materials and labor, including excavation and backfilling, are paid for under Item 6 - Catch asin, No. 3A. STANDARD HYDRAULIC CONSTRUCTION DRAWING C A TC H A SIN No. 3A HY D RA ULIC blockout for straight transverse slope utt joint " exp. joint SECTION - WITH CUR & GUTTER ( " DEPRESSION) PLAN OF CATCH ASIN AND PAVEMENT JOINTS (For SECTIONS C-C and D-D, see Sht. 2/2) SCD NUMER C -2.2 CATCH ASIN No. 3A 2

9 0 2 " '-0 " 2'- 3'- 6 " 3 " " SECTION D-D (See Sht. /2.) 2'-5 " " " Grate size 2'-5 " x '-4 " x " " radii all bar edges 3 " rad " " rad. '-4 Y SECTION Y-Y Direction of flow for grate as shown 2'-5 " 2 Y " " STATE OF OHIO DEPARTMENT OF TRANSPORTATION REVISIONS STATE HYDRAULIC ENGINEER PLAN SECTION C-C DIAGONAL GRATE (See Sht. /2) " PLAN GRATE "V" ROADWAY -5-6 HYDRAULIC ENGINEER Matt Cozzoli 2'-6 " '- '-6 " 3 " " bolt hole " rad. " '-5" '-2 " " 5 " 6 " 2'- " rad. " rad. '- 9 5 " DUMP NO WASTE Finished DRAINS TO WATERWAY " rad. " rad. 7 " rad. " 5 " 9Œ" rad. HY D RA ULIC 7 " ACK VIEW 2'-6 " " 3 " 3'- PLAN 2'- " rad. rad. (internal) 2'-0 " END VIEW FRAME 9 5 " " rad. " rad. STANDARD HYDRAULIC CONSTRUCTION DRAWING C A TC H A SIN No. 3A Finished '- " rad. " 3'- FRAME 3'- FRONT VIEW END VIEW bolt hole SCD NUMER C -2.2 FRONT VIEW CUR CASTING CUR CASTING 2 2

10 Gutter frame Edge of concrete and grate A " exp. joint apron for basins without curbs Location of grate, elev., station and offset ack of curb " exp. joint A NOTES GRATE AND FRAME: Provide a design essentially the same and equally as strong as the one shown (see construction information table), or meet the requirements of CMS 7.4. Provide grate openings and dimensions as shown here unless otherwise shown in the plans. Cast the following text into the top of the grate: "DUMP NO WASTE" and"drains TO WATERWAY" Print text in bold, capital letters at least " high. "WATERWAY" may be substituted with "STREAM", "RIVER", "LAKE", etc. Actual placement and logo may vary per manufacturer. EARING AREAS: Fit and finish frame and grate to provide a firm and even seat for all portions of the STATE OF OHIO DEPARTMENT OF TRANSPORTATION STATE HYDRAULIC ENGINEER grate in the frame. No projections are permitted on 8" bearing areas of either casting, and the grate must seat in its frame without rocking. Fit, match and mark frame and grate before delivery to the project. REVISIONS " Dowel Cap WALLS: Construct brick or cast-in-place walls with a nominal thickness of 8". Provide precast walls at least thick with sufficient reinforcing to permit shipping and handling without damage " CONCRETE: Use 4000 psi for cast-in-place concrete. Meet the requirements of CMS for precast concrete and mark with the catch basin number. Reduce the wall thickness from the outside. MINIMUM DEPTH: The minimum depth is the outside ROADWAY HYDRAULIC ENGINEER Matt Cozzoli diameter (O.D.) of the outlet pipe plus 5". Outside of Precast wall OPENINGS: Ensure pipe openings are the O.D. of the pipe being supplied plus when fabricated or field cut. Fill any voids per C&MS 6. DOWELS: Furnish four "x8" dowels for pavement and See Sht. 2/2 for Sections utt joint Outside of 8" wall PLAN OF CATCH ASINS AND PAVEMENT JOINTS 28" 2 " 3 " 2 " curb. SCD See P-2.2for dowel detail. LOCKOUT APRONS: Use 4000 psi compressive strength concrete. Cost of apron is not included in catch basin price when located in PCC pavement, and no deduction in normal pavement quantities is made because of blockout. When adjacent paving is asphalt, omit the dowels, and the cost of the concrete apron is included in the catch basin bid price. Cost of curb, if any, is included in CMS 609. For basins without curb, the grate elevation is " below the normal pavement slope measured at the center of the grate. HY D RA ULIC PAYMENT: All materials and labor, including excavation 4 36 " and backfilling, are paid for under Item 6 - Catch asin, No. 6. " 4 " 4 " 8 " FRAME 4 " 7" x3 x37" 35 "x " rad. 7 GRATE 6 " 2 " CONSTRUCTION INFORMATION Minimum weight of grate, 20 lbs. Minimum weight of frame, 265 lbs. STANDARD HYDRAULIC CONSTRUCTION DRAWING SCD NUMER C A TC H A SIN No. 6 C

11 Gutter frame and grate Reinforcing steel per SCD P-. Normal pavement slope Location of grate, elev., station and offset STATE OF OHIO DEPARTMENT OF TRANSPORTATION STATE HYDRAULIC ENGINEER Depth 7 " Normal gutter flowline " Dowel 8" Permissible construction joint Mortar Top of curb 8" " expansion joint Reinforcing steel per SCD P-. utt joint " Dowel 8" " " Dowel Any type curb Construction joint Mortar Depth 7 REVISIONS ROADWAY HYDRAULIC ENGINEER 8" 3'-0" CAST-IN-PLACE CONCRETE CMS 6.06 min. REINFORCED PRECAST CONCRETE Unless otherwise shown on plans SCD NUMER C -2.3 Matt Cozzoli C A TC H A SIN No. 6 Permissible constr. joint Minimum pipe dia. SECTION A-A (See Sht. /2.) Structural ackfill Permissible constr. joint Construction joint 8" '- 8" SHOWN WITH RICK WALLS SECTION - (See Sht. /2.) Minimum pipe dia. STANDARD HYDRAULIC CONSTRUCTION DRAWING HY D RA ULIC CATCH ASIN No

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