DESCRIPTION CONCRETE DRIVEWAY DETAILS STREET …
DIVISION III STANDARD DRAWINGS
.-.
DRAWING NUMBER*
TABLE OF CONTENTS
DESCRIPTION
LATEST REVISION
C-1
D-1 D-2 Cl-1 Cl-2 Cl-3
Fl-1 Gl-1
JB-1 MH-1 ST-1 ST-2 SW-1 UD-1
CURB DETAILS
APRIL 17, 1996
CONCRETE DRIVEWAY DETAILS
APRIL 17, 1996
CONCRETE DRIVEWAY DETAILS
APRIL 17, 1996
CURB INLET - TYPE 1 DETAILS APRIL 17, 1996
CURB INLET - TYPE 2 DETAILS APRIL 17, 1996
CURB INLET - TYPE 3 DETAILS APRIL 17, 1996
FIELD INLET DETAILS
APRIL 17, 1996
GRATE INLET DETAILS
APRIL 17, 1996
JUNCTION BOX DETAILS
APRIL 17, 1996
MANHOLE DETAILS
APRIL 17, 1996
STREET SECTION DETAILS
DECEMBER 18, 2002
STREET SECTION DETAILS
DECEMBER 18, 2002
SIDEWALK DETAILS
DECEMBER 18, 2002
UNDERDRAIN DETAILS
MAY 23, 2001
* ALL METRIC VERSIONS REMOVED - APRIL 19, 2019.
AMERICAN PUBLIC WORKS ASSOCIATION KANSAS CITY METROPOLITAN CHAPTER
. b
I -
,
c-, Cvrt>-. \
B
L
?.J'-0"
6 L?.S'-0", 8'-0" ar
_____j
_ '\,,45"
c::=====: :;, I :::,""_['Y-2"
'" SJ/2" I
T
10'Bewt9
'-..//.-/
DEFLECTOR CHANNEL
FORM . DETAIL
NO TE:
Forrns shall be well oiled and hand p/Ocfld at time of pour. Aftt!f initial set. fMY>0 ve forms and finisfl !iurface of concrete.
A
rh-1
1 ?:--? 1
1Jr,2" Cl. {rypical)
V Bars
H Bors-i-i11.--1f---
j H Bars
V Bars
WALL CORNER DETAIL
6? IIJin.- Inlet. Vertical
ot Curb lnfflt.
: j Flow
* Additional manhole whflfl 11 ? --',
,J
curt> Inlet is used.
'-:_- -:.'
:
::1-
--
-
-
----------f------------------- .;c-------=---=------.-. '
' l
Note: Broom finish_top surfoc?. __ ___ _ J
.s?-o?
/
_ __
6"
L= s?-o? s?-o?, a, 11?-o?
6"
CG-I or CG-2 curb
.Use .s?-o? If curb is at sump point.
?slncr.,ase in multiples of 6? {7'-0" Mox. without ,ptJClol design.) (Sfle project plans for details.
2?-4?
,?_4? 1 ?-0? .I
THROAT DETAIL FOR C-1 CURB
{Deflectors Not Specified)
L
Mthout D?fl?ctors. f twth Deflectors.
9
A
s?-o?
(With Deflectors)
- R tooled or -4 ? chamftlf" or0tmd t,p lldge.
J'-0" Min.
6",
7'-0" Max.
W Bars
Ground Lin11
O.D. +.:J"
SECPQN A-A (Precast)
__ J
ts.,t on solid pr,ieost cor,c. blocks. Foundation and lnvr!rt Shall bs poured manollthlc, unle?s sol/ conditions require pouring base slab btJfon, setting $fnJetur1J.
GENERAL NOTE'S;
1. Minimum distance fr"om top of curt, Inlet to. top of enterlnr, or leavin'i pipe 9110/1 be 2'-6" in front and 2'-0 in back or on sides.
2. All .,ark and mat1Vlals sho/1 COllform to APWA S11ct. 2600.
.J. Reinforcing shall be AS7M A615 with 1[12" clear cowtr unless shoWfl otherwise.
L 4t W Bars ore #S at 6" O.C.
H & V Bors artJ /4 at 12" O.C. I H-8ar minimum over a cost-in place pipe .t 2 H-Bars .,...,r a pracast boxaut.
-4-. Boxouts shall not proje_ct through thtJ structure comt:rs, Rt1in forcinQ shall be bflnt around pipe openings wht,n poss,'ble. IW!en rtJlnforcing "' cut, a diagonal bar Jiho/1 be used to ti,, all cut 11nds together.
S. Locats manhols ring and cover oVtJr outltJt.
6. Use 3/4" chamfer strip on bottom edge of lid front.
7. 4" - field tile or precagt hole shall be located at entt:ring plptt and In thtt front tac. BUmp points.
These tiles or openings shall be capped with J/4 ? golvonized wire m1Jsto on the outside of the in/et and cl"or the inw,rt and base concrete.
8. Steps required at /6" O.C. when depth from top
f;1 of casting to invert 11,cceeds 4 '.
9.
structures may be cost in multiple
IO. Aspholtic j,int mat1 shall comply with APWA 2505.
11. Minimum clearonctt b?tw""" pip ................
................
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