|
2 Raised Or Depressed Iw" Chain & 11," Cold Shuts. Brick Adjustment or 2 Dla.(1-Piece Cover) Brick Adjustment or Grade Ring Permitted
<br />Identification Letter Type 1 Raised Or Chain Connection TO Crete
<br />� L
<br />De ressed Lo o See Table For lengths. When Grade Ring Permitted 3 Dia. (1-Piece Cover) (NJ,. 0"-Mex. I2) As
<br />Mjusteble Shall Include A g0�4
<br />"ADJUSTABLE" On Cove! C N/n. EmbeOmen[ fIC.Id'
<br />Chaining Two Grates Together (Nln. 0'- Nax. 12) z Dia. (1-Piece cover)Plovitle Adequate Loap For Concrete Or wTop Of Segment
<br />Im M
<br />For Atlheslve eorttletl Grates) 8" Brick 3Ona. (1-Piece Cover/ ,i/ MChOf O IonEasy HaMling. c '�`t E h hPt See No[e 3 .V .. ; �HHz H(min.)
<br />Pick -Up Haleut ._ ^1 J 3�' Or F' 9J'1�J___i$' pti 4' DiaTon ue &Groove ^ roFOOT Thickness Of70°OralC 7 0 anal Riser Joint Ta Match RiserSTORM yr'Hr}• Dia. J-Type Or Threaded KeyStuctureWal36' Or If 4 D18.er 3-6' Oh, .� L1i Mlnlmum Valve For HJam Nut, Nut AnilEyebolt (Thru-Balted Or H (min.) Box Or Riser Dlameter
<br />Cll➢s Permitted SEWER Adhesive Bonded Anchor Installed C Dla. Fill Keyway Witn Grout H (min.) s h k OAHOn 3-O" Frame Wasber On Straight Bolt SECTION (WhenPresent) Segments may be Inverted. Openlnq for pipe shall be the 1'-0" 3-S' & 4�Per Specification Section 416 Using Note: See slab. Designs Index No. 200. BRICK OR CONCRETE PRECAST CONCENTRIC CONE PRECAST ECCENTRIC CONE 1'�" s-m & Bil'
<br />OD plus B' (t 2' tolerance). If h can not be a[tamed' 7-0' >B-0'
<br />Type ve Adhesive) Or Protester QCP _ When Then (Regd.) pipe
<br />/ TYPE 7 TYPE 8 �- then a top or bottom slab must be attached [o the segment
<br />Approved Connector MANHOLE TOPS 6' s n, < 0.15H (min.) h z 0.4H as shown below.
<br />Half To Two -Thirds Wall Thickness Cold _F h,.k 0.75H (min.) h a H (min.)
<br />\ l Surface NOTE: When Alternate "G grate Is specified, the chain, bolt, nuts, washer and cold shuts Cast
<br />nt
<br />`r 314" shall be galvanized in accordance with Section 425 Of the Standard Specifications. NOTES (TOPS) I I Joint Dowel Grout Grout trout SEPARATE RISER SEGMENTS WITH CONSTRUCTION JOINTS OTHER THAN DOWEL OPTION
<br />16 TOP VIEW TOP VIEW TOP VIEW 1. Manhole top Type 7 slabs shall be of Class If mncrete. Concrete as D Riser Or Inlet Opening h
<br />\:1} `` y \A Cost of eyebolt and chain to be Included In the contract unit price for inlets. specified In ASTM C478 may be used for precast units; see General T _ TOP SLABS TO WALLS (Location Varles)
<br />Nate No. 3. Typical Location
<br />{ TOP VIEW }_ Sump Depth Varies _ _
<br />2 Raised Or De Depressed EYEBOLT AND CHAIN REQUIREMENTS For Bottom Slab Continuous Reinforcement
<br />p (# Still Dowel Construction Joint
<br />[tlentlPlcatlon Letter 2. Manhole to Type 7 slabs ma be of cast -In- lace or recast Without Sump Outside Or Dowels Or Monollth/calf Cast Only 2'-0' Or 3-0" 3 4" latex Inlet Eye- I. P YP Y p p Y Y
<br />01
<br />/ L Handling & Remarks Inside Inside I It incypnium
<br />Numberi e Bolts Of Chatn construction. The optional key Is for precast tops and In lieu of Weep Hole Fare
<br />I/2 " dowels, Frame and slab apeoings are to be omitted when top Is used Dia. Varies (12 StdJ Face Face .x I H `�5/ 7-P Or 3-0' v 74 Or 3-0' 3/4 " fats) 1 1 #-O` Slide & Spfn 1 ,y -IIF'
<br />j'- over a junction box. - H
<br />J/2' m n t. 7/2' (M812 ] 4'-0" Slide &Spin �c _ J Z
<br />,:, m \ ' i FD T 217 (MB) 3 2 2 @ 4'-0- Slide & Spin 3. Manhole top Type 8 may be of cast -in -place or precast concrete T0 i r L - OF t^ r u '
<br />6 Grout Grou Grout Cold Cast Joinf c .", '," y :.O F -c
<br />(MB) 4 2 2 @ 4-0- Slide & spin construction or brick construction. For concrete construction, the It hi n,
<br />v T- a� (MB) 5 2 2 @ 4'HT Slide & 5 concrete and steel reinforcement shall be the same as the supporting Top or Bottom Segment; h z 2
<br />Spin W Galvanized Hardware Cloth A h z zero and h, z 6' (H (min.) Tabulated Above Do Not Apply) h, z 2 and h z 6" PLANNING & ENGINEERING
<br />11 YJ_
<br />9wall unit. An eccentric cone may ae used. WALL JOINTS118 low; I 3-8' Slide Or Slide & SpinT:1:1 N0. 4 coarse Aggregate 2 x Z x z Filter Fabric SEGMENTS FOR SLAB TO WALL DOWEL CONSTRUCTION JOINTS OR MONOLITHICALLY CAST SEGMENTSvI'3Is/a"219 (aw, RGD) I C-T Slide & Spin 4. Manhole tops shall be secured to structures by optional construction 144L19 N DALE MABRY NWY
<br />-�. -i F- NOTE: h may be less than 6' when approved by the Engineer, but not for inlet segments at finish grade elevation.
<br />,,, 220 S 1 4-0' Slide &Spin joints as shown an Sheet 3. NOTE: Sump bottom appropriate for all connected
<br />and inlet types. Sumps are a be Dowel$ 8 �i gab
<br />221 V I #-0' Slide & S constructed in inlet afro' manholes canrtectetl to French Drains unless excluded in Grout Thickness SUITE 250
<br />SECTION WALL SECTION SECTION WALL SECTION SECTION 2 Raised Or Depressed pin 5. Frames can be adjusted a maximum 72 height with brick or precast the plans. At other locations, sump is to be constructed only where called for in
<br />COMPARATIVE SiDE VIEWS TAMPA FL 3N8
<br />Iden[Iflcatlon Number 230 A I -7-O' Slide iLSTM C478 grade rings. the plans. Weep holes m be constructed m sump bottom only where called for in r
<br />Far Manholes For Curb Inlets Types 1, 2, 3. & 4 For Curb Inlets Types 7 & 8 Covers With And Without Ribs 23/ B 7 S-q' Slide &Spin the plans. Cost Of sump bettom and weep Hole to be included in the contract unit
<br />shau Bear the same Product Ribs to for inlet or manhole. Cold Cast MINIMUM DIMENSIONS FOR BOX AND RISER SEGMENTS 813.387.0084
<br />TYPE I TYPE 11 Identification Number T TYPE III C I z-r slide &Spin 6. Substitution or manhole top Type B For manhole cop Type 7 is allowed ➢' Joint
<br />(Optional)
<br />BOTTOM VIEW D } z-ir Slide &Spin prouidM that minimum dimensions shown above are not reduced. SUMP BOTTOM BOTTOM SLABS TO WALLS
<br />Varies 232 E 2 2 @ 76 Slide & Spin 7. Substitution of Manhole top Type 7 for Type 8 Is allowed If the
<br />7-0' Cover, Nonskid Surface i - H 2 1 @ 2-0' Flip Ctr. Grate and Slide & Spin Single Free Grate minimum thickness (h) above pipe opening cannot be maintained with 1. One or more types of joints may be used In a singie structure, except brick wall
<br />WEIGHT OF CASTINGS structure. Brick wall construction Is permitted on circular units only. t •
<br />d^ I or 2 @ V-e CM. Grates) Chained To One End Grate manhole top Type e. tI1I `(f%I
<br />(ibf i6' Per Ft. Grou[ (3:1 Sand�ement t�
<br />a ^ u'1 - 2. All grouted Joints are to have a maximum thickness of t". %�
<br />i ^ .,i F ] 3-b" Flip Or Slide &Spin Mixture 0r Any Class Option Il Lap 5p/ice: A[ Quarter Point Option 2) Lap Splice: Standard 97 *t 1�� D• AD If /!
<br />4 V-I1 314 • DESIGN NOTES �'"
<br />2 OPENING 3' OPENING Concrete) 3. Keyways s are to be of IVr" doe (30 Bar Diameters Plus
<br />Ver[Ical Wire Hooks F Corners 12' For #4's, V f
<br />"�� m Frame 'n 233 G I B-0" Slide y Y P' Spacing Plus 2 For WWR) 70" For #5's, 12 for #BsJ e.� ••.• w Pt�p
<br />1. Manhole top Type 8 should be spec/fled In the plans when depths shown 4s •* 4M1'
<br />1D1= i T e 2-Piece Cover 7-0' Lifting Loop 1. Joint dowels are to be #4 bars, I21ong with a minimum Of 6 bars per joint ` , , * E'.r 4• "
<br />YP Frame Cover (Std.) Frame above can 6e maintained. 2 `. Ci tJ�" r►'
<br />1n5/de Outs)de Total -f approximately evenly spaced for circular structures or at maxlmum I2 spacing for .� hi •0 " 1 �•P
<br />M i 234 J ] 4'-0' Slide & Spin I2 (MInJ rectangular structures. Bars may be either Adhesive Bonded Dowels in accordance J s �'Ia,�,'� nxxryrr++
<br />I " 155 t40 220 190 220 410 /th 5perlfiret/On Section 4t6, or placed epprOxI, We,Iy 6' Imo fresh concrete leaving lW Min. trip.) `M° +�' 1k0, 60366 I••
<br />E I! ]45 I90 255 190 220 410 3• - EYEBOLT AND CHAIN FOR LOCKING GRATES TO INLETS the remalrrder to extend Into the secondary cast. Welded wire fabric may be Top Slab ^'�
<br />Ribs (Optional) Bituminous Coating On Face Or FOR ALL STRUCTURES UNLESS' EXCLUDED BY SPECIAL DETAIL substituted for the dowel bar in accordance with the egvivalem steel area table on Ud Lap Splice t ..... e°^, , 1. 0: w
<br />II! 90 790 7B0 l90 220 410 Concrete And Around Pipe Sheet 4. Bottom Slab ++�
<br />1' 8 314' Masonry Seal for ALL PIPE TYPES Structure wallJ L � r i ICI =
<br />T- `Includes TyOe 1 Adjustable FOOT Beret Cut Upper Stub To Match Forming For apron Face Prior To Placing Base Material p I DRAINAGE STRUCTURE INVERT 5. Minimum cover on dowel reinforcing bars Is 2'to outside face of structure. «e y • +r
<br />5/B ' 3" Nln. Precast Opening W
<br />]'-9 3/4 ' Capping Or ➢tugging M Upper Stub Not Required (Fria6/e Remove R/prap, Cement PVC Cep Filter Fabric Wrap 2 w 4
<br />section sraRM ➢ �I ..O, STA ...
<br />Base Materiel nt Stub Opening Shall Be Removed To Permit On Lower Stub And Piece Compacted 6. Joints between wall segments and between wall segments and top or bottom slabs may we e
<br />NOTES (FRAMES, AND COVER) SEWER 7 -1 ] 1/7' 1 be sealed either by preformed plas[k gasket material uslnq the praredures given to Wall Reinforcing • '"(
<br />Covering Of Opening With Structural Course Material) Fill In Entrance. Structure Wall Section 430 of the Speci/icaians or by non -shrink grout, in accordance with Section �' * a • �' 1'
<br />0 Min p SECTION c P (NOTE: NOT APPLICABLE AROUND MANHOLE AND RISER OPENINGS) �r •- L ... ** �i.. �\
<br />-0 ; 7. The stanaartl cover /s to be used for all frames Types !, I7, !!f and the II 934 of the Specifications.
<br />Ma>--- 2.piece cover, and is the replacement cover for all previous frames with II i:F
<br />See Inset A I /' •••••••*
<br />- _ 11$" deep seats (traffic type). The 185 lb. cover (nan[raf/ic type), 7981 Standard COVER FOR ALL FRAMES R/prap Entrance I V. Mortar Per Specification Section 425 7. Inset[ products approved by [fie Engineer may be used in lieu of dowel embedment. f!. \`
<br />r REBAR STRAIGHT END EMBEDMENT
<br />- j Roadway and Traffic Design Standards Index No. 201, is the FTop Of Subgrade P/PE To Be Placed I 1 •' b Brick Masonry Or Any Class Concrete `,{
<br />replacement cover for existing frames with W deep seats. Installation In App...lmate Center I 11 I %
<br />of From with i5' deep seats Is not permitted. Of Opening. 1 1 !1 ( Required For Gaps Greater Than 2W OPTIONAL CONSTRUCTION JOINTS FOR TOP AND BOTTOM SLABS ftPl{ 111t i
<br />Pick -Up Holes Z-11 314 .
<br />'k 2. Use the 2-O' cover, unless the 2-piece cover is called for in the plans, a - 2 c Option 3) Lap Sp/Ice:
<br />• except at Inlets and manholes with sump bottoms use the 2-plece cover Z 7-0' R c c Saif Compacted To Density s Corner Spliced ear (30 Bar Diameters, But Nat Less d
<br />N when the sump depth exceeds 2, unless otherwise noted. I 4• PVC Pi 45' Lateral And Stubs L = (Mint - Than Two Vertical Wire Spacings Plus 2' Far WWR)
<br />mL 1'-10 !/I6' ° Pe' - 1I1f'?� Required 1n Specification S. I Pipe Waif &
<br />DESIGNER NOTE: 1, Grout Seal or Integral Cast N Section 125 Described „" ,,,, q
<br />For Use Wlth Types I, It and As Bedding zone. a^I I -W WALL REINFORCING SPLICE DETAILS
<br />Consider using the 2-piece cover where .Pths exceed 9 and man al entry Ill Frames Wlth 3'-0' Opening Note: Cast o/ a firkin s and sandbe STATE OF FLORIDA
<br />Front Vlew may he rcqulred Ior cleaning. Clearly note the requirement for a 2-pfero pip . g gging to be Included in the contract
<br />I TYPE i ADJUSTABLE cover, on the Drainage structure sheets In the plans. 2-PIECE COVER 2-PIECE COVER a unit price far inlets. FILTER FABRIC WRAP ON GROUTED INSET A a
<br />I
<br />DESCRIPTION; TEMPORARY DRAINS FOR SUBGRADE AND BASE PIPE TO STRUCTURE )DINT AUTHORIZATION NUMBER
<br />LAST 2015 INDEX SHEET LAST 1�1 DESCRIPTION: lNDFX SHEET rA.sr Y DESCRIPTION: INDEX SHEET
<br />REVISION FD SUPPLEMENTARY DETAILS FOR MANHOLES &INLETS No. No. r REVISION N - 2015 NO. NO. REVISION 2 ,�.,,,,•,� 2075 ND. No.
<br />01/01/12 DESIGN STANDARDS 201 1 of 5 07/01/12 FFD DESIGN STANDARDS SUPPLEMENTARY DETAILS FOR MANHOLES &INLETS 201 2 of 5 07/01/14 F�:i�y DESIGN STANDARDS SUPPLEMENTARY DETAILS FOR MANHOLES &INLETS 201 3 of 5 8370
<br />I
<br />PLAN5 PREPARED BY INGENIUM
<br />ENTERPRISES FORMERLY GRIMAIL
<br />CRAWFORD
<br />Skewed Pipe
<br />EXAMPLE TABLE OF EQUIVALENT STEEL AREA GENERAL NOTES A a
<br />7,, v, h f. Pipe & Structure I J Pipe Opening E Pipe
<br />GRADE 60 EQUIVALENT GRADE 40 EQUIVALENT 65 KS1 SMOOTH EQUIVALENT 70 KS/ DEFORMED 1. For square or rectangular precast drainage structures, either deformed or smooth welded _ z `JS
<br />REINFORCING BAR REINFORCING BAR WELDED WIRE REINFORCEMENT WELDED WIRE REINFORCEMENT
<br />wire reinforcement!n accordance with Sperifcatlon Sectlan 937: u `
<br />SCHEDULE Steel at/n. Steel Min. steel Min. Steel h \ _
<br />per Size & Spacing Area Bar Size & Spacing Area Style Designation Area Style Designation Area al Width and length of the unit is four times the spacing of the cross wires. _ _ _ _ = r, 4 Skewed Pipe Skew \ " \
<br />(ill'/ft) (Irt'/110 (Ina/ft) 0110/ft) I u-. § 1
<br />b)Wire reinforcement shall be continuous around the box, and lapped In accordance with � _ ==-�
<br />#3 @ 4W Ctrs. 3'xX-W4.6xW4.6 3'x3'-D43xD43 I _ I
<br />#3 @ 617 Ctrs. Option 1 or 3 as shown in the Waif Reinforcing Splice Details. - -
<br />A 010 #4 @ B° Ctrs. OJO Cx4'-W61xW61 0.1846 CxC-OS.7xD5.7 0.I774 - ��- --- --_- - -
<br />#4 ®12 Ctrs. #5 @ 12 Ctrs. 6'x6'-W9.2xW9.2 6•x6"-D8.6xD8.6 Top Corner Bar
<br />1. Horizontal steel in the walls of rectangular structures shall be lap spliced in accordance (See Note 3 Below) �� =_ \/� •I r,* I z M
<br />#3 @ 5W Ctrs. #3 @ 3W Ctrs. XX3'-W5.SxW5.5 ,Tx3'-D5.1xD5.1 with Option 1, 2 or 3 as shown in the Wall Reinforcing Spike Details. F�-I
<br />a #4 @ 10' Ctrs. 0.24 #4 @ 6IV Ctrs. 026 Cx4•-W7.4xW7.4 0.2215 4"x4--D6.9.D6.9 02057 ProC. iide 4 Extra
<br />t ra tl Corner 04 Bars , Skew Min.
<br />AJ#5 @ to" Ctrs. 6°x6'-W11.1xW11.7 6"x6'-D10.3xD103 3. We of splices and laps is permitted. The requirements and restrictions placed on t
<br />welding in AASHTO M259 shall apply. Evenly Spaced). Tie To TheLA O
<br />#3 @ 3' Ctrs. 3"x3'-W61xW61 3'x3"-D5.7xD5.7 Outside Of Vertical Wall ReIN. I
<br />#3 @ 5' Ctrs.. - f Wall Spada! 1 0167 #4 @ 6" Ctrs. 0.40 CxC-W81xWe1 0.2465 4•x4"-D7.6xD7.6 01289 4. Reber strai ht entl embedment of peripheral reinforcement ma be used In lieu of Act
<br />#4 @ 9' Ctrs. 9 Y
<br />#5 @ 9" Ctrs. B'x6^-W12.31W1I.3 6'x6'-071.4xD71.0 standard hooks for top and bottom slabs except when hooks are specifically cal/el) for in M�3' I'-3
<br />the Plans or standard drawings. n- 111" - - _ - - - -
<br />#3 @ 3y( Ctrs. #4 @ C Ctrs. 3'x3'-W8.5xW8.5 }x3'-D7.9x079 Dowel Construction Joint Or
<br />C #4 @ 6W Ctrs. 0.37 #5 @ 6;V Ctrs. 0.355 Yx4"-WI7.IxW11.4 0.3415 4'x4•-D70.6x010.6 0JI71 Monolithn.11y Wall & Slabs
<br />S. Concrete as specified In ASTM C478, (4000 psl) may be used in lieu of Class 11 concrete in -
<br />#5 @ 10' Ctrs. #6 @ 9yz' Ctrs. 6'xb'-W77.lxW17.1 B'r6'-0I5.9x015.9 I'. J - F• I Structure Bottom V
<br />precast Items manufactured In plants which meet the requirements of Section 449 of the 1' � a■-■F�■
<br />Min,
<br />#4 @ 4$' Ctrs. #4 @ 3" Ctrs. 3"x3'-W12.2zW12.2 3'x3'-011.4xD17.9 Specifications. MIA
<br />D #5 @ 7' Ctrs. 0.53 05 @ Ar Ctrs. 0.795 CKC-IN 0,4892 Cx,r-D15.Ix015.1 OA543 h, x T-P (See Notes 2 and 3 Below) W
<br />#6 @ 10' Ctrs. 06 @ 6W Clrs. 6'x6'-W24.SxW243 B'x6'-022.7,022,7 I6. Precast opening far pipe shall be the pipe OD plus 6" (i 7 tolerance). Mortar used to seal -
<br />the pipe into the opening will be of such a mix that shrinkage will not cause leakage Into or
<br />#4 @ 3' Ctrs. 05 @ 3W Ctrs. 3'xX-WI6.8xW16.8 31x3• 1)116xolsh DESIGNER NOTE: Use only when d structures are nor practic
<br />al,
<br />out of the Structure. ory-park mortar may be used In lieu of brick and mortar construction round rucg Pipe &Opening
<br />E #5 @ 5" Ctrs. 0.73 #6 @ 4{$• Ctrs. 1.095 CxC-W22.SxW22.5 0.6738 4'x4'-D20.9xD10.9 0.6257 engineer o/ retard approval required.
<br />#6 @ 7" Ctrs. #7 @ 6W Ctrs. 6'x6'-W33,7xW33J B'x6"-D3L3xD31.3 to seal openings less than 2W wide. -
<br />PLAN VIEW FOR SKEWS s 45' PLAN VIEW FOR SKEWS > 45° W
<br />#5 @ 3W Ctrs. #6 @ 3" Ctrs. 3'x3'-W24.5xW24.5 3'X3'-022.7xD22.7 7. For pay item purposes, the height used to determine if a drainage structure is greater than PICTORIAL VIEW
<br />F #6 @ 5' Ctrs. 1.06 #7 @ 41S' Ctrs. 1.59 CxC-W32.6xW32.6 0.9785 4'x41-D30.3xD30.3 0.9086 10 feet shall be computed using; Not Centered) (Not Centered)
<br />#7 @ 7' Ctrs. I #8 @ 6" Ctrs. 5'x6"-W48.9xW46.9 I 6
<br />'X6'-D45.4XD45.4 a) the elevation ol the top of the manhole lid, NOTE: 1. Submit Shop Drawings of corner openings for approval by the Engineer of Record. \J
<br />i5 @ 3' Ctrs. 3'x3'-W28.6xW28.6 3'x3'-026.6xD26.6 b) the grate elevation or the theoretical gutter grade elevation of an Inlet, or
<br />#7 @ C Ctrs. c) the outside top elevation of a junction box less the flow line elevation of the lowest 2. h, may be less than V-O' when a minimum T-0' deep segment, 6' slab or curb inlet
<br />Special 2 #6 @ C Ctrs. 1.24 #e @ 9 Ctrs. 1.86 CxC-W38.2xW38.2 1.1446 Cx4'-D35.4xD35.4 1.0619 pipe or to top of sump floor. Is provided above the corner opening. E ■ ■
<br />#7 @ 5W Ctrs. B'x6'-W571xW57.2 G'x6'-0L 53.IxD53.1 Riser Or Inlet Top IJ
<br />Top Slab ` ` f� 8
<br />3. For Inlet segments at finish grade elevation wbstltute a #8 Bar for the top �,J S �l
<br />#6 @ 3$' Ctrs. #7 @ 3' Ctrs. 3'x3"-W33.7xW33.7 3'x3'-037.3xD31J
<br />G #7 @ S Ctrs. 7.46 #8 @ C Ctrs. 1.79 CxC-WM9XW33.9 1 "�7 Cx4'-D41.7xo4L7 ].2514 earner bar when I'-0' s h, a Z-0'.
<br />Pipe Opening For
<br />1ppening Normal Pi
<br />RECTANGULAR SEGMENT WITH For PSkeeweOd P/pe
<br />NOTES FOR PRECAST OPTIONS & EQUIVALENT REINFORCEMENT SUBSTITUTION PIPE OPENING AT CORNER
<br />1. Details for optional precast inlet construction up to depths of IN are shown on the inlet indexes. continued... -
<br />When a reduced area of reinforcement is provided, any maximum bar sparing shown must
<br />2. When precast units are used in conjunction with Alt •B' Structure Bottoms, Index No. 200, the also be reduced as determined by the following equations, unless otherwise shown:
<br />Interior dimensions of an Alt. 'B" Bottom can be adjusted to reflect these inlet interior Pipe
<br />dimerrslons. Max. Grade 40 Bar Spacing - Grade 60 Bar Spacing
<br />Max. Smooth Welded Wire Spacing = Grade 60 Bar Spacing x 0.86
<br />3. Concrete which meets the requirements of ASTM C479 air Class IV must be used for precast Max. Deformed Welded Wire Spacing = Grade 60 Bar Spacing x 0.74
<br />structures constructed with 6' wall or slab thickness.
<br />When an Increased area of reinforcing /s provided, then the maximum bar spacing may be Bottom Slab
<br />4. Reinforcement can be either deformed bar reinforcement or welded wire reinforcement. Bar Increased by the squared ratio of Increased steel area, but not to exceed IT: - SECTION AA
<br />reinforcement other than 60 ksl may be used, however only two grades are recognized: Grade 40 Steel Area Provided (Pipes Not Shown For Clarity)
<br />and Grade 60. Smooth welded wire reinforcement, will be recognized as having a design strength Max. Bar Spacing Provided s Max. Bar Spacing Required x (Mtn. S[ee! Area Required ) \ O
<br />of 65 ksl and deformed welded wire reinforcement will be recognized as having a design strength -
<br />of 70 ksl. The area of reinforcement required may be adjusted In accordance with the In no case will reinforcement with wires smaller than W3.1 or D3.1, or spacings greater than
<br />EqulvaleM Steel Area Table provided. Far bars and spaclags no given, the steel area required 9" be permitted. Bar reinforcement shall show the minimum yield designation grade mark orDETAILS FOR SKEWED PIPES IN € can be determined by the following equations: either the number 60 or one (1) grade mark line to be acceptable at the higher value. € -
<br />a Maximum bar spacing shall not be greater than two (2) times the slab thickness with a RECTANGULAR STRUCTURES -%h Grade 40 Steel Area = Asia = 6q x As60 maximum spacing of 72 or three (3) times the wall thickness, with a maximum spacing
<br />d0 of 18' for vertical bars and I2 for horizontal bars. Wires smaller than W3.1 or D3.1 are
<br />Smooth Welded Wire Reinforcement Steel Area - A565 - 6O x AS60 permitted in the walls of ASTM C 478 round structure bottoms and round risers.
<br />65
<br />R Deformed Welded Wire Reinforcement Steel Area = VO = W x As60 ° ,I LAST
<br />70
<br />LAST 1p1 DESCRIPTION: 2015 /NOEX SHEET LAST DESCAIPrION: 2015 INDEX SHEET
<br />AEvlsroN v, FFFFFFFF SUPPLEMENTARY DETAILS FOR MANHOLES &INLETS NO. N0. REVISION SUPPLEMENTARY DETAILS FOR MANHOLES &INLETS No. No. -•.,
<br />. I I ill
<br />07/01/13 DESIGN STANDARDS 201 4 of 5 07101112 �f' DESIGN STANDARDS
<br />201 5 of 5
<br />C)=2=����������
<br />UPPLEMENTARY DETAILS FOR MANHOLES NTS
<br />v..
<br />Ln
<br />Z
<br />Q
<br />J
<br />3,-4,. 2W IL
<br />5'-m Precast EBt 6' i GENERAL NOTES Z-4" �7� e-e & e'-e" 2YJ' CLIENT:
<br />It;
<br />` Min. 'S - � ?• 71" 7 2" CASs IRON GRATE NOT o0
<br />A B - 3 c 7. This inlet is primarily intended for use adjacent to concrete barrier walls on paved shoulders. Use 37 2y.,I 13'" �'
<br />tO 4' N 2' 1h" PERMITTED ON INL;T TYPE P y„ �11b ��--II'l. Rr I� c ��
<br />of the inlet adjacent to other ova!) types shall be approved b the Drainage Engineer. The inlet is
<br />--r1 --t-,_- I-- j YP PP Y 9 � �- �L
<br />___llll suitable for bicycle and octasianal pedestrian traffic, with roller bar installation (see inset B) but
<br />'�=�
<br />I _ - _� Pipe should not be placed in a designated pedestrian travel way. It is not intended for use in curb and T o o���-
<br />B IV-o° 6" C-l-P �;�-r�\ 1 gutter or other areas where throated inlets are required, nor areas subject to high debris. € Of Grace �' 1:IHIT ITD000 11�0�0 OOODET ITH 1110 OOOODD�
<br />6' 4'-0` Center of Box 6" Precast I 1 �! MCCON BUILDING CORP.
<br />`s a t -Extra #4 T T q �
<br />4 .Ir S[a./Offset 1I '' I I I I ly h, o o hi -J 4 'h � -T h,
<br />u I 1 _ Itiy'CL 1 -Bar Each Slde / 2. Inlets located in embankments constructed with earth anchored retaining wall shall be designed with N �, 105q CIRCLE DRIVE
<br />u Location II I o 00���1ITET ITID ODD00 Ell III 1HE
<br />b a �, - -�1 And Above ! � minimum depths to reduce adverse impact on the anchorage system. Runs of pipe parallel to and � �� x' x'
<br />A Pipe Openings 1 '�
<br />1q� I I / I I near anchored wall shall be avoided wherever practical, Special coordination must be exercised HIGHLAND, WI 53543
<br />A ry
<br />th � _ I - - - '/ during the design and construction of storm water systems within anchored wall systems. I_ z -i� 1 Iyr"I , - 3� j , �, f, I
<br />"' I - I -1 I- N � Iv_F � �2 � - � PHONE: 606.92q.7737
<br />3" Clear Eyebolt See c_ 2" 7'
<br />Index 201 I I I I N �I -~-I ICY
<br />Masonry Seal 3. Inlet bottoms and/or tops may be either precast or cast -in -place. Whether cast as a single unit or 1;y �if� �I� 1i4• ! . 1'h" 1#" ,� I 6'fi" $ I 8�
<br />I I For Precast Inlets HALF SECTION CAST IRON GRATES ', i ry h -I
<br />1^ � � _ _ �k = i See Index t I as multiple segments, and whether precast or cast -in -place, the upper T-3" of the inlet shall be
<br />reinforced in accordance with sections CC, DD and EE. TYPE C TYPE E TYPE H (3-GRATE INLET) TYPE H (4-GRATE INLET)
<br />a 4 (TYPE F SHOWN, TYPE G SIMILAR; GENERAL NOTES Approx. Weight 235 Lbs. Approx. Weight 465 Lbs. Approx. Weight 725 Lbs, Approx. Weight 967 Lbs.
<br />PLAN PIPE OPENING SCHEMATIC 4. AN exposed edges and corners shah) be 341 chamfer or tooled to Y radius.
<br />6 a` ]. These inlets are designed for use In ditches, medians, pavement areas, or CAST IRON GRATES �5,
<br />other areas subject to heavy wheel loads, minimal debris, and bicycle B-0d"
<br />4'-0" 5° Y-01 S. C-I-P 5. When Alternate G grate Is spec/fled In the plans, the grate Is to be hot -dip galvanized after m clearance over Rivets
<br />3" 3-0" 3° Precast traffic. This inlet may be glazed in areas subject to occasional pedestrian s s REV15ION H15TORY
<br />traffic such as landscaped areas and pavement areas where pedestrians fabrication. Field installation of the filler bar called for In Inset B w)11 not be permitted, thereby NOTE: USE TYPE E y y y IDLY J VVII''11 J I I
<br />P P 3-2%" 3_A61 10 Equal Spaces Y-7r5" 2-1%" 7-1r6" 2'-I�i'
<br />3'4" Chamfer Or Radius Z-I I" requiring tolerance adjustment during fabrication and/or casting, or, matching grate to structure 3� 25 Equal Spates 75 Equal Spates 11 Straight Bars h ,
<br />I can walk around the inlet. When inlet is placed in areas subject t0 bicycle
<br />3d' Chamfer Or Radius clot fo alvanizin � I
<br />traffic, Install filler bar when clearance or gap Is greater than 7" as P galvanizing. I 74 Straight Bars 74 5trelgh[ Bars trip.) " y '- --/--/---- -- --/--/----
<br />-
<br />a' shown in Index 218 Inset B. 2 End -Bearing Horiz. Wall _ _ _ _ m 5, 2° Cl )End -Bearing
<br />33yd• Reinforcing 11 II I 1_ ry a, -L =IL 6. All reinforcing Is Grade 60 bars. See Index No. 207 for equivalent area of welded wire fabric. - z-4' ,V_N` Band sand Band (Typ.1
<br />v, c 2. When Alternate G grate is specified in plans, the grate is to be hot dip -- --/^^/^-^^--/�-/���-
<br />See Table 1) - �, a m >i
<br />�'A_ _ _ 0 3 g in > galvanized after Fabrication. 7. All dimensions are far bath precast and cast -in -place Inlets unless otherwise noted. `v m
<br />C-I-P 8" I y o t - - - o -- -- -- ---- -- -- -- ----
<br />11 1 o tl1 N a C V
<br />3" CL n m a / / / /
<br />Precast G 3• Clear. I 3' Clear o c d _= 1 - 3. These inlets may be used with Alternate B structure bottoms, Index 200. N h m
<br />.• , m N o r;� s Y-e 8 C-1-P & For supplemental details see Index Nos. 200 and 201. in B h v
<br />-� It o : E The inlet and bottom combinations are to be paid for under the contract w, m a ry IT 1
<br />�� -I : ' 6' Y-B' 6° Precast ro a ._. nm N ry
<br />#4 Bars t; '^ o m _ _ unit pace for inlets (Dr Bat) (Type F for G)) (J Bat. Depth), Ea. a m o v v1 o a o o in -/--/---- ----/_-/----
<br />c E c ; _ - - - 9. Inlets to 6e aid for under the contract unit for inlets {Barrier Wall), Each.' c c a, v, c c c
<br />® 12" Ctrs. i c y E ir4 Bars I I� P h ro ro n+- b] m
<br />11- #4 B rs 17 Ctrs. II u a S u /2' _ Ih -f ^ 41 m ro
<br />® 12' Ctrs. 4. Al) exposed edges and corners shall be -%' chamfer or tooted to �" radius. ----/--/_--- ---_/--/_---
<br />16 6 Band Band Band (TYp•) - +- %- Clearance
<br />p = b fc 5. For supplemental details, see Index 201. Field Installation (See General Note): Over Rivets (rypj
<br />1 TYPE C TYPED TYPE E TYPE H [2-GRATE INLET) -- --/--/---- -- --/--/----
<br />#4 Bars 0 11' Ctrs. (B' Slab) 04 Bars � L m a. 6. All reinforcing Is Grade 60 bars with 2" min. cover unless Otherwise noted. When clearance (c) exceeds V" a one-piece round � Straight Bars 2'x W Straight Bars 2' x Y4' Straight Bars 2" x I/ Straight End -Bearing Bars 2' x Banding Bars 2° x 1/ TYPE H 4-GRATE INLET
<br />Or 8' Ctrs. (Precast B' Slab) 12" Ctrs. ro ' N S w, 9 9 9 9 l 9 4 9 4" ( )
<br />u " y Bars to be cut or bent far 1W clearance around pipe opening. Provide one Non -Chamfered bar shall be added to the end of the cross bars Reticullne Bars 1 %' x air; Reticuline Bars 1'/" x Via° Reticullne Bars l y" x 3ie Straight Bearing Bars 7 x %' Approx. Total Weight 310 Lbs. Straight End -Bearing Bars Z' x Io" ----/--/---- -- --/--/----
<br />SECTION AA a o a SECTION BB C o X additional #4 bar above and at each side of pipe opening, as shown. C and end band angles to reduce the clearance (c) Bands 2" x %' Bands 2' x yd' Bands 2" x Ie' Reticuline Bars 1y" x 3rtd' Reticuline Bars 1%" x 3id'
<br />Sod to V or less. After weldingbar in lace, clean
<br />P Approx. Weigh[ 704 Lbs. Approx, Weight 790 Lbs. Approx. Weight 275 Lbs. Banding Bars 2' x 3Sd'
<br />ry - -� 7. All dimensions are for both precast and cast -In -place !Nets unless bar and damaged grate coating and Coat with a Approx. Total weight 368 Lbs. THE CIVIL ENGINEER REGULARLY UPDATES
<br />(18 Spaces, 19 Bars) erg, otherwise noted. c STEEL GRATES ELECTRONIC FILE5 DURING THE DEVELOPMENT OF A
<br />❑ L 3x3A6 C I SECTION CC coo! tar pitch varnish.
<br />2 �F6
<br />3i° Notch Permitted 1 NOTE: Steel Grates Are Required On Inlets With Traversable Slots And On Inlets where Bicycle Traffic Is Anticipated. PROJECT. AS A RE5ULT, THE DATA INCLUDED IN ANY
<br />(At The Option m The CAD FILE OR DRAWING PRIOR TO ITS FINAL RELEA5E
<br />rLam-' GENERAL NOTES DOE5 NOT NECE55ARILY REFLECT THE COMPLETE
<br />ManufSCOPE OR CONTENT A5 DEFINED IN THE CONTRACT.
<br />I. These inlets are suitable for bicycle traffic and are to be used in ditches, non -traversable slots. Subject to the selection described above, when Alternate B. Sodding to be used on all Inlets not located in paved areas and paid for under
<br />SOD ONLY L 3x3x3Se - medians and other areas subject to infrequent traffic loadings but are not to be G grate is specified !n the plans, either the steel grate, hot dip galvanized after contract unit price for Performance Turf, 5Y. THE CONTENTS IN THESE FILES MAY THEREFORE BE
<br />placed in areas subject to any heavy wheel loads. These inlets may be placed in fabrication; or the cast iron grate may be used, unless the plans stipulate the PRELIMINARY, INCOMPLETE WORK IN PROGRESS, AND
<br />ry nlet a"t" N. areas subject to occasional pedestrian traffic such as landscaped areas and particular type. 9. Far supplementary details see Index No. Z07. SUBJECT TO CHANGE. FURTHERMORE, THE
<br />Cy* SY j� 3ie pavement areas where pedestrians can walk around the inlet. INFORMATION CONTAINED HEREIN 15 THE EXCLUSIVE
<br />G 0.43 10 17J SECTION DO RECOMMENDED MAXIMUM PIPE SIZES INSET B - 4. Recommended maximum pipe sizes shown are for concrete pipe. Size for other 10. All reinforcing !s Grade 60 bars with T min. cover unless otherwise noted. PROPERTY OF THE CIVIL ENGINEER. THE ORIGINAL
<br />7 f 0.34 9 1 '� - 2. Inlets subject to minimal debris should be constructed without slots. Where types of pipe must be checked for fit. Bars to be cut or bent for ]W' clearance around pipe opening. Provide one IDEAS REPRESENTED HERE BY THIS INFORMATION
<br />V .,*For Estimating HORIZONTAL WALL REINF. SCHEDULES INLET INSIDE WIDTH PIPE SIZE debris is a problem inlets should be constructed with slots. Slotted inlets additional #4 bar above and at each side of pipe opening. SHALL NOT BE U5ED, ALTERED, OR REPRODUCED IN
<br />Purposes Only L 3x3xiia D located within roadway clear zones and areas subject to pedestrians shall have 5. All exposed edges and corners shall be 3d' chamfer or tooled to yf radius. ANT MANNER WITHOUT THE D(PRE55ED WRITTEN
<br />D Y C I 7fi' tripe F1 I8"
<br />_J TYPE F INLET (TABLE I) traversable sorts. The traversable slot modification is not adaptable to inlet CONSENT OF THE CIVIL ENGINEER. THESE PLAN5 ARE
<br />1'�i' Sod 4'-0' (Type F) 30" Type H. Slots may be constructed at either or at
<br />ends as shown on tans.
<br />� STEEL GRATE WALL AREA MAX. SPACING YP V P 6. Concrete infer pavement to be used on Inters without slots and infers with SUBJECT TO FEDERAL COPYRIGHT LAWS; ANY USE OF
<br />3" Concrete Pavement DEPTH SCHEDULE fln'lft) BARS WWF 4'-10' / S-O' (Type G) 42" k Traversable slots shall not be used in areas subject to occasional bicycle non -traversable slots only when called for in the plans; but required an a71 SAME WITHOUT EXPRESSED WRITTEN PERMISSION OF
<br />Steel Grating, Straight Bars 3'xyd'
<br />PAVT. AND SOD traffic. traversable slot Inlets. Cost to be Included In contract unit price for inlets. THE CIVIL ENGINEER 15 PROHIBITED.
<br />Notes: Reticullne Bars 2°x3¢d' 0' - 4' Al2 0.20 12" 8" Note: Recommended sizes are for concrete pipe.
<br />Quantities shown are for information only.
<br />1. Pavement and/or sod to be used only where called for In the plans. 4' - 7' A6 1 0.20 1 6" 5" Sizes for other types of pipe must be 3. Steel grates are to be used on all inlets where bicycle traffic is anticipated.
<br />1. Cost o/ vim to be Included in cost of Inlet. TYPE F 7' - I2 B5.5 0.24 5W 5" verified for fit in accordance with Index No. Steel rates are to be used on all inlets with traversable slots. Either cast iron PROJ # 170061
<br />paving 9 7. Traversable slots constructed in exlsting Inlets she!! be paid for as Inlets
<br />R 201, For larger pipe sizes see Note 3. n or steel grates may be used on inlets without slots where bicycle traffic is not partial. For conversion work and method of payment see TRAVERSABLE SLOT
<br />PAVEMENT AND SODDING r2 - Is spatial 7 0.267 s a" z P P y DWG NAME 170061 C04.DWG
<br />� anticipated. Either cast iron or steel grates may be used on all inlets with INLETS (PARTIAL) FOR EXISTING INLETS'.
<br />DESCRIPTION: NOTES ALL MATES SHALL EIE TRAFFIC RATED. 155UE DATE 09/07/2017
<br />Last111FY 2017-18 INDEX SHEET LAST Zi DESCRIPTION: 2016 INDEX SHEET PROD MGR JP
<br />REVISION F..t DIITCH BOTTOM INLET TYPES F AND G No. No. CArTRACTAi SHALL MODIFY W.ET TO FIT TYPE E C>wNATE REVISION �, FOOT DITCH BOTTOM INLET TYPES C D E AND H NO, No.
<br />11101116 DESIGN STANDARDS 233 ]of 2 � 9NALL PWDED WAPJ I N" SNOp ON41WA 07101110 � .�- DESIGN STANDARDS 232 3 Of 7
<br />UTILITY DETAILS V
<br />DITCH BOTTOM INLETS TYPE F
<br />2 NTS C04e5 _-::35HEET NUMBER
<br />- - -
<br />�. n;i1il :iY�.iI..�.1� 1�1..11. -�.- - - - - - - -- i c IlLut.�t., l',37t1T,�,�=;�1��-oTi-n 1 I � I i
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