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A I B I C I D I E i F G H I 2-6„ 2'-1%F or 3-1V2" 2-I%1' or 3-1V2, GENERAL NOTES: TABLE 1 1. Use a I -piece cover, unless the 2-piece cover is called for in the Plans, except at inlets and manholes WEIGHT OF CASTINGS (ib) / 1 with sump bottoms. Use the 2-piece cover when the sump depth exceeds 7, unless otherwise noted. Frame 2'-0" OPENING 3'-0" OPENING ! g 2. Include "Adjustable" on the cover for Type I manhole adjustable frames. 2-Piece Cover Type Frame over (Std. Frame Inside Outsidel Total 3. For square or rectangular precast drainage structures, use either deformed or smooth WWR meeting 1 155 190 220 190 220 410 the requirements of Specification 931. WWR must be continuous around the box and lapped in Raised or Depressed Logo 4 P PP 1f 145 190 255 190 220 410 accordance with Option 1 or 3 as shown in the Wall Reinforcing Splice Details. III 90 190 180 190 220 410 4. Lap splice horizontal steel in the walls of rectangular structures in accordance with Option 1, 2 or 3 2" Raised or Depressed as shown in the Wall Reinforcing splice Details. Identification Letter Type i - -- NOTE: (See General Note 2) i Frame Type I in Table 1, includes Adjustable frames. !! 7 yax 5. Welding of splices and laps is permitted. Use AASHTO M259 requirements and restrictions on welds. 6. Rebar straight end embedment of peripheral reinforcement may be used in lieu of ACi standard hooks for top and bottom slabs, except when hooks are specifically called for in the Plans. 1 ele Pick -Up Hole (Typ,) -' pQr - Clips Permitted \ \ \ 7. Precast opening for pipe must be the pipe OD plus 6" (- + 2" tolerance). Use mortar to seal the pipe on 3'-0' Frames into the opening of such a mix that shrinkage will not cause leakage into or out of the structure. PLAN PLAN PLAN Dry -pack mortar may be used to seal openings less than 2�/2" wide.: 2-0" or 3-0' Nonskid Surface /1 2'-0" or 3-0' 3/q TABLE OF CONTENTS: standard cover 1 ( 1 Nonskid Surface �8' 1 Sheet Description PLAN 1 General Notes, Contents, Manhole Top Overview, and Manhole Covers e� 2 Manhole Frames and Manhole Tops f 3 2" Raised or Depressed r �� f Ix WALL WALL 3 Inlet Locking Grates, Subgrade and Base Temporary Drains, and Pipe to Structure Filter Fabric Wrap Identification Letter 1 { ELEVATION SECTION ELEVATION SECT/ON ELEVATION Z 4 Drainage Structure Invert, Sump Bottom, Wall Reinforcing Splice Details, and Typical Slab to Wall Details TYPE I TYPE 11 TYPE 111 j (For Manholes) (For Curb Inlets Types 1, 2, 3, & 4) (For Curb Inlets Types 7 & 8) W 5 Precast Option and Equivalent Reinforcement substitution DOT y� i W 6 Construction Joints and Minimum Box Riser segment Dimensions MANHOLE FRAMES 7 Skewed Pipe in Rectangular Structures 70�2M - .' a1a > �( s w p 9 �'F � Brick Adjustment or Z'-O" Dia. (1 Piece Cover) Concrete or B" Brick Brick Adjustment or Grade 6 Miscellaneous Pi a Connection Details s I✓> R - f x Varies Grade Ring Permitted 3'-0" Dia. (2 Piece Cover) (Typ.) (See Note 3) Ring (0" Min. - F-O" Max.) d Ribs (Optional) ,; tl Z � (0" Min. - 1'-0' Max.) LU Z 2 Raised or Depressed - - > + 1 i/2" Key (Optional) w Product Identification �� `�� LL m 3 Manhole Cover Number (With 3 w Pick -Up Hole (Typ) 02 or Without Ribs) y� ZO Reinforcement Z d Manhole Cover BOTTOM �° e m M1� Thickness of Structure Wall See Note 3) Reinforcement PLAN k 10* Draft I 3-6" or 4'-0' Dia _ ( (see Note 3) E w Wc Riser Riser w Manhole Manhole BRICK OR C.I.P CONCRETE 3'-6" or 4'-O" Dia. 3'-6" or 4'-0" Dia. In p a, D (Brick shown) Z ]'-] 1�q' fie, Y O SECTION Min. PRECAST CONCENTRIC CONE PRECAST ECCENTRIC CONE F- W TYPE 7 TYPE 8 aCl)z-u�;' 0 Min_- o.oBi Max ft/ft NOTES: Z ---=� ---- 1. Use Class If concrete for Manhole top Type 7 slabs. 3 - _ _ - - Ribs (Optional) 2. Manhole top Type 7 slabs may be of cast -in -place or precast construction. The optional key is for precast tops and in lieu of dowels. Omit O W ]'-8$'a" frame and slabpopenings when [op is used over a junction box. W U Pipe Pipe k . r > �. . J = r '.- 1'-9J4' 3. Manhole top Type 8 may be of cast -in -place, precast concrete construction, or brick construction. For concrete construction, use the same O 0 concrete and steel reinforcement as the supporting wall unit. An eccentric cone may be used. m 4. Use construction joint options, as shown on Sheet 6 to secure manhole tops to structures. Z O. 4 ¢ Basin Floor Basin Floor H 5. Frames ma be ad usted to a maximum 12" hei ht with brick or recast ASTM C478 rode rin s. 4 W m N ELEVATION ELEVATION e y J 9 p 9 9 c� a 6. Manhole top Type 8 may be substituted for a Type 7, if the minimum dimensions are not reduced. W¢ TYPE 7 TYPE 8 1-PIECE COVER 2-PIECE COVER ELEVATION 7. Manhole top Type 7 may be substituted for Type 8, if the minimum thickness (h) above pipe opening cannot be maintained with Type B. 0 w N MANHOLE TOPS MANHOLE COVERS TYPE 1 ADJUSTABLE FRAME MANHOLE TOPS w z MANHOLE FRAMES AND MANHOLE TOPS LAST 20 DESCRIPTION: FY 2021-22 SUPPLEMENTARY DETAILS INDEX SHEET CO Q L% 2 DESCRIPTION: LAST o FY 2021-22 SUPPLEMENTARY DETAILS INDEX SHEET REVISION FDOM� REVISION FDOT 11101120 >' ..�- STANDARD PLANS FOR DRAINAGE STRUCTURES 425-001 2 of 8 m11/01/20 ' STANDARD PLANS FOR DRAINAGE STRUCTURES 425-001 1 of 8 X - O w �w ` CO 0 W w 5 5 (Option 1) Lap Splice: At Quarter Point O F_ Chain Connection rl Chain (Typ.) Manhole Cover Cut (see Note ]) (30 Bar Diameters or Vertical Wire F- Chain (Typ.) Grate(s) (Typ.) Spacing Plus 2" for WWR) (Option 2) Lap Splice: O to Grate (see Note 2) p O /i' (see Table 2) See Note 2 71 With Standard 90° Hooks at Corners Z F- (8" for #4'5 , 1- ` Riprap Entrance 10' for #5's, Z _ - Mixture — 12" for #6's) Jam Nut, Nut ry p of 5 g de Slope %z' Per Ft. or y Class Concrete) Structure Wall (Typ•) ZZQ To ub ra to Groan (3:1 Sand Cement Zand Washer `CL Lap Splice Cold Shuts (Typ.) L/4 J Eyebolt 4„ L �, single Layer w Wall Reinforcing CO 4" PVC Pipe.7, 45° Lateral and Stubs NOTE: For all structures unless excluded by special detail. 0- W Structure 2" Clearance 3" Clearance (Typ.) d Z % to 213 Wall see Note 3 Grout Seal or integral Cast o ?� I Thickness DRAINAGE STRUCTURE INVERT (outside) Z O 6 r' Clearance 6 L W (Inside) w = C3 F- Double Layer Q Q THRU-BOLT J-TYPE ADHESIVE Wall Reinforcing w BONDED NOTES LL m ANCHOR cut1. Bevel upper stub to match forming for apron face. Capping or plugging of upper stub is not required. Remove Pipe (Option 3) Lap Splice: J NOTES: friable base material at stub opening to permit covering of opening with structural course material. Corner Spliced Bar (30 Y Q 1. Install either a %i' 0 x I" Diameter Threaded Straight (Thru-Bolt), a J-Type, Bar Diameters, but not Ci = or an adhesive Bonded Anchor Eyebolt. Double Layer Wall Reinf. Less Than Two Vertical single layer Wall Reinf. Wire s acin s Plus 2" fn 2. Remove riprap, cement PVC cap on lower stub, and place compacted fill in entrance prior to placing base material. for WWR) 9 W w 2. Install a 511d' Chain and 416' Cold Shuts. When chaining two grates CO together provide adequate loop for easy handling. HALF PLAN HALF PLAN >- = SUBGRADE AND BASE TEMPORARY DRAINS m U 3. Install adhesive bonded anchor option with a minimum of 4" embedment, and p in accordance with specification 416. WALL REINFORCING SPLICE DETAILS w cn o TABLE 2 _ d Z EYEBOLT AND CHAIN REQUIREMENTS _ 2" Cl. (Typ.) F w Typical Location i p Index Inlet Eye- Length I--� 1'-0" Min. for Bottom Slab Top Reinforcing n' w Number Type Bolts of Chain Handling &Remarks l Without Sump Sump Depth Varies w _N V 425-030 1 1 4'-0" Slide & Spin Bituminous Coating on Face (4'-0' Std.) 1 O 2 2 2 @ 4'-0" Slide & Spin Weep Hole Thickness ~ of Concrete and Around Pipe Design Slab 1 7 Z �' Dia. Varies Co -i N j 425-031 N/A 1 3-8" Slide or Slide & Spin Masonry Seal for (1'-0" Std.) 7 b tL Q 425-032 N/A 1 4'-0" Slide &sPin Precast Opening `n IV' Optional O O --e pFilter Fabric Wrap O Shear Key 425040 S 1 4'0" Slid & Sin ti _ tZ 425-04] V 1 4'-0" Slide &Spin p CO 10° Draft g — 425-050 A 7 3-0" slide Structure 1 425-051 B 1 5'-0" Slide & Spin See DETAIL "A" 1 �I ❑ Mortar Per k i Sp 425 1 Wall Reinforcing (Typ.) F- C 1 Z'-6" Slide &Spin 1 1 - 7/a' Galvanized Hardware Cloth - N I I I I _ I = Brick Masonryor An I Z D 1 2-6" Slide &Spin 1 II Class Concree Required I 10° Draft P = 425-052 E 2 2 @ Z-6" Slide & Spin II for Gaps Greater Than 2'/" I L -�� g 1 /Z' Optional 1�/z' Min. fn ~ H 2 2 @ 2-6" Flip Ctr. Grate and Slide &Spin Single Free Grate I No. 4 Coarse Aggregate 2' x Z x 2 ' n Shear Key �l a Shear Key O II Filter Fabric X L �IP2 F- Z I or 2 @ P-6" Center Grate(s) Chained to One End Grate c O Q O F 1 3-6" Flip or Slide &spin c � Design slab Thickness O 425-053 G ] 6'-0" Slide �_ g a - �" %z' NOTES: °m 7 e 1. Construct sumps in inlets and manholes connecting to Z J IQV Z-0" Lifting Loop b v Sail Compacted to Density I 1 Pipe 1 /z CI. � 425-054 J 1 4'-D" slide &Spin e e � Required in Specification 125 French Drains unless excluded in the Plans. P I I Bottom Reinforcing O J_ 8 ff Described as Bedding Zone I 1 V lnzv I 2. Construct sumps only where called for in the Plans Rebar Straight End Embedment Extend Top and Bottom Slabs V E at all other locations. Structure Wall forond Al/ns dBar sizes e Face of to Achieve Minimum Rebar O Embedment Beyond Inside Face 00 3. Construct weep holes in sump bottom only where called a raco SECTION DETAIL "A" s for in the Plans. NOTES: 1U M Da0 M 1. See Sheet 6 for optional construction joints. W U " 2 Bend bars as required to maintain cover. LOCKING GRATES TO INLETS PIPE TO STRUCTURE FILTER A w P o RUCTE ITFABRIC WRAP e SUMP BOTTOM TYPICAL SLAB TO WALL DETAILS 0 0 N o (PRECAST STRUCTURE SHOWN) LOCKING GRATES SUBGRADE AND BASE TEMPORARY DRAINS AND PIPE TO STRUCTURE FILTER FABRIC WRAP z DRAINAGE STRUCTURE INVERT, SUMP BOTTOM, WALL REINFORCING SPLICE DETAILS, AND TYPICAL SLAB TO WALL DETAILS Q � LAST 2 DESCRIPTION: w O FY 2021-22 INDEX SHEET LAST 2 DESCRIPTION: O REVISION SUPPLEMENTARY DETAILS o FY 2021-22 SUPPLEMENTARY DETAILS INDEX SHEET FDOT REVISION FDOT w 11101120 .�- STANDARD PLANS FOR DRAINAGE STRUCTURES 425-001 3 Of 8 11101120 a STANDARD PLANS FOR DRAINAGE STRUCTURES 425-001 4 of 8 Za 9 9 co �o TITLE: 0110 BLUE TRITON ZEPHYRHILLS ❑a❑ MERRICK' CIVIL ❑❑❑ GRADING AND DRAINAGE DETAILS 10 10 0 ISSUED FOR PERMIT 08/26/22 TJS ACS NHL JPRH AJD TURNS MERRICK PROJECT NO.: 3021600491 REVISION: DRAWING NO.: SHEET NO.: REV REVISION DESCRIPTION DATE DRWN DSGN CHKD QC APPD REF. DWG. NO REFERENCE DRAWING TITLE CLIENT PROJECT NO.: SCALE: AS NOTED 0 6004-CD-01-003 1 OF 1 A B C D E F G H I J