standard specifications and design...

I -

. b

Curb -., ,-Expansion 1 Joht

Ii iR / ’ tll flow Direct

1: (4111

+i-.&++i+q+-&fZ$Z

. *SO’ _ 6 -L=5’-0: 8,-O’ or ll’-0’ I I

y+w Ears L Bars

i

--y’“. y fY2

=-f ‘/ 10’ Bevel a

TOR CHANNU FORM DFTAlh

NOZ Forms shall be well oiled and hand placed at time of pour. After initial set, remove forms ond finish surface of concrete.

H Bars -. LV Bars

WALL CORNER DETAIL

r A Expansion Joint (See Curt

, Standards for d&a&).

flow Direction

Transition Face of Curb inlet. Vertical Face at Curb Inlet.

Additional rmmhale when 11’ curb inlet is used.

litl’itl8’ - recessed Mfthg slot (Tjp.)

i I. Note: Broom finish top surface. I 1 --------------------------------------------------------, I.

. do ‘- - 6’ L= 5,-O”, 8,-O”, or ll’-0’ I

,L

\ I

L \I *Use 5-D’ if curb k at sump point. A PLAN

/1’ R tooled or :1/5’ chamfer around t?p edge.

**increase in multiples of 6’ (T-0” Max. Gthout special design.) (See project plans far details.

. . a-- ~~ (With Det7ectors)

(Deflectors Not Specified)

L 2’-4” 6;- 3’-0’ Min. 7’-0’ Max.

I’-4’ 1,-Q’ __I_ W Bars-

*3*-O” _ A _ L A- SS-O’ w

Mthout Deflectors. $ With Deflectors. I

L D ffector Channels B - ICI I? rP where specified) , I I I w

7lON A-4 (Precast)

Shall be poured monolithic,. unless soil conditions requwe pourrirg base slob before setti”g structure.

\ SEC77ON B-B 7 3’ Clear Tfl.

(Cast In Place) ~zn!r%pZ$

1. Minimum distance from, top ,of curb inlet to top of entering or leawnq pipe shall be 2’-6” in lront and 2’-0 in bock or m sides.

2. All work and materials shall conform to APWA Sect. 2600.

3. Reinforcing shall be ASTM A615 with lyz” clear cover unless show” otherwise.

L k W Ears ore #S at 6’ O.C. H & V b’ors ore fl at 12” O.C.

1 H-Bar minimum avar a cast-in place pipe k 2 H-Bars over o precast boxout.

4. Boxouts shall not .project through the structure comers. Reinforcing shall be bent around pipe openings when possrble. When reinforcing IS cut, o diaaond bar shall be used to tie all cut ends togetiter.

5. Locate manhole ring ond cover over outlet. 6. Usl&~4” chamfer strip on bottom edge of lid

7. 4’ d field tile or precast hole shall be located at entering pipe and in the front face sump points. These tiles or openings shall be capped with y4” golvooized wire mesh 00 the outside of the inlet and clear the invert and base concrete.

8. Steps required at 16’ O.C. when depth from top of casting to invert exceeds 4’.

9. Walls of structures may be cast in multiple sections.

10. Aspholtic &int mat? shall comply with APWA 2505.

11. Minimum c!earance between ppe boxouts and joints Is 8, w/thou t special design

12. Ring and cowr to be Neenah R-1537, Cloy & Bailey #2020, Dwter #2016, or approwd equal. (Castings may vvry by municipality, refer to plans & contract documents.)

13. The first dimension listed h the Cmstructim Notes is the 2” dimensim. The second dimension is the

.# dimension. c’s listed on the project plans ore at the inside face of the wall.

14. Newtims sham on Construction Plans ore top of inlet side of structure.

AMERIC/\N PUBLIC WORKS ASSOCIATION

(Table Dimensions good to depth of 7,-O-.)

r- A Expansion Joint (See Curt

Ix-1 or 115 to 13 Standards for details). CC-2 Curb

ty ,I- 150 0 Concrete Post with

\ - I o 250 2OM 80~ (Cost in Field.) 1 I

CG-2

150

I-# 1311 -Flow Direction

I I I I

i

L--v------- --------------------------------------------------------~ I t

Note: Broom finish tw surface. 1500

I , I :

\ d- L= 1500, 2400, or 3300 \

\

*Use 1500 if curb is at sump point. L A Ll5 Radius tooled or 20

chamfer orwnd top edge. l *lncreme in multiples of 150

(2100 Mow. without special design.) (With ‘Del7ectors)

(See project plans fw details. GLIYFRAL ~~ll22 1. Minimum distance from top of curb inlet to

top of entering or kovihg pipe z&o// be 750 in hont and 600 in bock or on sides.

2. All work ond materials shall conform to APWA

25x25&50 - recessed lifting slot (Tw.) . 5 _ L=lSOO, 24QO or 33DO

I-

L A PI AE(

700 pwl _ 900 Min. 15Q _ sect. 2600.

I 2100 Mow. 3. Rehforcing shall be ASTM A615 with 40 clear cover unless shown otherwise.

L & W Bon ore 15M of 150 O.C. H k V Bars ore 1oM at 300 O.C.

1 H-Bar minimum over o cast-h place pipe k 2 H-Bars over o precast boxout. -A I I

-7 70’ Bevel

tb

FORM DETA& NOTE: Forms shall be well oiled ond

hand placed ot time of pour. After initial set, remove forms ond finish surface of concrete.

4. Boxwts shall not project through the structure corners. Reinforcing shall be bent around pipe openings when possrble. When reinforcing IS cut, a diagonal bor shall be used to tie oil cut ends together.

5. Locate manhole ring and couv over out/et. 6. po;t.20 chamfer strip on bottom edge of lid

7. 100 P field tile or precast hole shall be located ot entering pipe and in the bon t face sump points. These tiles or openings shall be copped with 6 golvonized wire mesh on the outside of the inlet ond clear the invert and boss concrete.

OAT DFTAll FOR C-l CURB

(Deflectors Not Specified)

6. Steps required 8 400 O.C. when depth from top of costing to invert exceeds 1200.

(Precast)

Set on solid precast cont. blocks. Foundation and invert Shall be poured mondithic,. unless soil conditions requrre pouring base slob before setting structure.

9. Walls of structures moy be cost in multiple sections.

I l 1000 A- L A I_ 1500 d c Mthwt Deflectors. , Mth Deflectors. I

L D 8

elector Channels ICI D r? where specified)

I c

10. Aspholtic join I mot? shall comply with APWA 2505.

11. Minimum clearance between pipe boxwts and joints is 200. without special design.

12. Ring and cover to be Neenoh R-1537. Cloy & Bailey #2020. Deeter #2016. or approved equal. (Castings moy rory by municipality refer to plans h contract documents.)

13. The first dimension listed in the Construction Notes is the 2” dimension. The second dimension is the

‘ti dimension. c*s listed on the pro&t plans ore at the inside face of the wall.

14. Elevations shown on Construction Plans ore top of inlet side of structure.

H Bars A LV Bars NOTE: All dimensions in millimeters. 200 Min.

t 150 Min. LL

L 75 Min.

SEC77ON B-B (Cast in Place)

\ t 75 Clear TN.

Concrete Invert (Min. Skye 1:50)

WALI. CORNER DFTAl1,

(Table Dimensions good to depth of 2100.)

AMERICihN PUBLIC WORKS ASSOCIATION

=*[m= KANSAS CITY

METROPOLITAN CHAPTER CURB INLET - TYPE 1 STANDARD DRAWING

DETAILS NUMBER Cl - l(M) A nr\DTrn.

I (METRIC) nV”r I LU.

APRIL 17, 1996

I! f

g

I_/

g c, a

t 4 L-

xvtv -0-J 117

1

P

id I

’ I

4 i- -C

L t

--. --cy-- -

E fiw -.--- - IL 4-

OS1 --It--

.

* --iL

VW ,o-,c

-t

I ~~u!of JO

laqwnu

wnw

!u!w

D

an!6 O

J pa?Dalas

aq //oqs

syj6ual -/as!#

P \

T , ,

r-l

\

L:

t u L

.

KANSAS CITY

METROPOLITAN CHAPTER

SIDEWALK RAMP DETAILS

STANDARD DRAWINGNUMBER SW - 1ADOPTED:

DECEMBER 18, 2002

standard specifications and design...

Documents