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840.03
SECTION Y-Y
RISER HT.
VARIES -
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WHERE 30" TO 36" PIPE IS USED
WHERE 42 TO 54 PIPE IS USED
DETAIL SHOWING METHOD
OF RISER CONSTRUCTION
Y
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NOTES:
Q
D 6"* THIS PRECAST ENDWALL MAY BE USED FOR THE FOLLOWING Fz-1 = �C7
STANDARDS: 830.01, 838.11, 838.21, 838.27, 038.33, LL J a
838.39, 838.51, 838.57, 838.63 AND 838.69. 0 o[n = -
* INSTALL PRECAST ENDWALLS WITH WINGS AND PAY LLI Q Q LL =
1' O" FOR IN ACCORDANCE WITH SPECIFICATION SECTION 838. Q U v CD
* USE 4000 PSI CONCRETE. H x ~ Z w
* PROVIDE ALL REINFORCING STEEL WHICH MEETS ASTM A615 Cn LL O J
FOR GRADE 60 AND WELDED WIRE FABRIC CONFORMING p O CD�
TO ASTM A105 WITH 2" MIN. CLEARANCE. Z �--'
H2 * PLACE LIFT HOLES OR PINS IN ACCORDANCE WITH LL_
H
OSHA STANDARD 1926.704. LU O
Hi I * PIPE TO BE GROUTED INTO HEADWALL AT JOB SITE BY
CONTRACTOR
- - - - - * ALL ELEMENTS PRECAST TO MEET ASTM C913.
* WELDED WIRE FABRIC MAY BE SUBSTITUTED FOR REBAR
AS LONG AS THE SAME AREA OF STEEL IS PROVIDED.
* CHAMFER ALL CORNERS 1" OR HAVE A RADIUS OF 1".
8" O.C.(TYP.)
Jc
REFER TO CHART
FOR BAR SIZE NOTE: THE MINIMUM BAR SIZE SHALL BE #5 BARS j Y
AT B" CTS.THE CONTRACTOR WILL HAVE THE OPTION 0 J Co
SIDE TO INCREASE THIS BAR SIZE AS NEEDED.
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ENDWALL DIMENSIONS
FT.
MINIMUM
MIN./MAX.
MIN./MAX.
MIN./MAX.
MIN./MAX.
MIN./MAX.
PIPE DIA.
BAR SIZE
H1(FT.)
H2(FT.)
0 (FT.)
W1
W2
1.0
#5 @ 8"
1.2512.00
2.00/3.75
1.2511.75
3.00/3.75
5.50/6.00
1.25
#5 @ 8"
1.25/2.00
3.00/3.75
1.25/2.00
3.50/3.75
6.50/6.75
1.50
#5 @ 8"
1.2512.00
3.00/4.25
1.50/2.50
3.50/3.75
6.50/6.75
2.0
#5 @ 8"
1.50/2.50
4.00/4.75
1.75/2.50
4.00/4.25
7.50/8.25
2.5
#5 @ 8"
2.50/3.50
4.00/6.00
2.00/3.00
4.50/5.50
10.00/11.50
3.0
#5 @ 8"
3.0013.50
5.00/6.00
2.75/3.50
5.25/5.75
11.50/11.75
3.5
#5 @ 8"
3.25/4.50
6.00/6.75
3.25/3.50
6.00/6.75
12-00/13.25
4.0
#5 @ 8"
3.50/4.50
6.50/7.00
3.25/3.50
6.50/6.75
13.00/13.25
4.5
#5 @ 8"
4.00/5.00
6.50/8.50
3.25/4.00
7.00/9.25
13-50/15.75
5.0
#5 @ 8"
4.5015.00
7.00/8.50
3.2514.00
7.25/9.25
13.75/15.75
5.5
#5 @ 8"
4.50/5.00
7.50/8.50
3.25/4.00
7.25/9.25
14.00/15.75
6.0
#5 @ 8"
4.5015.00
7.50/8.50
3.2514.00
7.75/9.25
14.75/16.75
SECTION X-X
GENERAL NOTES:
USE CLASS "B" CONCRETE THROUGHOUT.
PROVIDE ALL CATCH BASINS OVER 3'-6" IN DEPTH WITH STEPS 12"
ON CENTER. USE STEPS WHICH COMPLY WITH STD. DRAWING 840.66.
OPTIONAL CONSTRUCTION - MONOLITHIC POUR, 2" KEYWAY, OR #4 BAR DOWELS AT
12" CENTERS AS DIRECTED BY THE ENGINEER.
USE FORMS FOR THE CONSTRUCTION OF THE BOTTOM SLAB.
IF REINFORCED CONCRETE PIPE IS SET IN BOTTOM SLAB OF BOX, ADD TO SLAB
AS SHOWN ON STD. NO. 540.00.
USE TYPE "E", "F" AND "G" GRATES UNLESS OTHERWISE INDICATED.
FOR 8'-0" IN HEIGHT OR LESS USE 6" WALLS AND BOTTOM SLAB. OVER
S`-O" TO 16'-0" IN HEIGHT USE Bu WALLS AND BOTTOM SLAB. ADJUST
QUANTITIES ACCORDINGLY.
CONSTRUCT WITH PIPE CROWNS MATCHING.
CHAMFER ALL EXPOSED CORNERS 1".
DRAWING NOT TO SCALE.
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4377 NOTE: USE TYPE "E", '1F" AND IV' GRATE
UNLESS OTHERWISE NOTED"
L ALIGN FRAME WITH INSIDE
EDGE OF WALL TO ALLOW
FOR VERTICAL ADJUSTMENT o.
WALL SECTION
SECTION - BB
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FRAME, GRATE, & HOOD ASS'Y
SECTION - AA
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STEPS - STD. NO. 040.66
HEET 1 OF 1
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840.02
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840.03
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C -I ' EXPANSION JOINT
H Z rr
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�--� z #4 BARS EAL 1r PACE 6 6 STD . 840.03 FRAME
= 0 Z m 3" I I 1 „ 1 " GRATE &HOOD
w =No0 III \ /!r
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z 9 -C g
Lo - ,p TOP ELEVATION
iy EXPANSION JOINT
USE ON FLAT GRADES 2ab � AND UNDER T
i
`� EXPANSION JOINT 3'-0 ca 3'-Q" DEPRESSED GUTTER LINE
PLAN OF TOP SLAB SECTION S-S
M
ELEVATION
r NORMAL CURB AND GUTTER ON LIGHT GRADES
�..� Cl) TOP ELEVATION NORMAL GUTTER LINE
� 0 8" E #8 "W" BARS 6n
#4 BAR " EXPANSION JOINT
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USE ON GRADES OVER 2�
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� DEPRESSED GUTTER LINE
ELEVATION
m SECTION R - R DOWEL NORMAL CURB AND GUTTER ON STEEP GRADES
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HEET 2 OF 2
840.01
MINIMUM DIMENSIONS AND QUANTITIES FOR BRICK CATCH BASIN BASED ON MIN. HEIGHT H WITH NO RISER
DIMENSIONS OF BOX AND PIPE
TOP SLAB
DIMENSIONS
CU.YDS. GONG. IN BOX
BRICK MASONRY
DEDUCTIONS
ONE PIPE
PIPE
SPAN
WIDTH
WIDTH
SPAN
MIN. HEIGHT
BARS-U
NO. LENGTH
BARS-V
NO. LENGTH
BARS-W
NO.
LENGTH
TOTAL
LBS.
TOP
SLAB
BOTTOM
SLAB
TOTAL
CONC.
BRICK NUR.
IKwaLls
D
A
B
C
G
H
E
F
BRIGK ani)
CONCRETE
12"
3'-Or'
2'-2"
--
--
2r-90r
--
--
--
••
••
••
••
••
••
••
0.281
0.261
0.883
1.164
0.020
0.042
15"
3'-0"
2'-2"
3'-0"
0.281
0.281
0.963
1.244
0.031
0.047
18"
W-O"
2'-2"
3r-3'r
0.281
0.281
1.043
1.324
0.044
0.065
24"
3r_0"
22'-22n
3r-9rr
0.281
0.281
1.204
1.485
0.078
0.121
30"
W-O"
.2r_.Zn
.3r_4,r
4,-3"
1'-2"
4'-4"
4
1'-B"
3
4'-1"
3
4'-1"
45
0.147
0.374
0.521
1.606
2.217
0.122
0.184
36"
3'-0"
2'-2"
W-10"
4.9
1'-8"
4"-4"
4
2'-0"
4
4'-1"
3
4"-1"
49
0.187
0.415
0.602
1.914
2.516
0.178
0.261
42"
3'-0"
2'-2"
4'-5"
5 -3
1'-$"
3'-6"
4
1'-9"
3
3% 3"
3
3'-3"
38
0.135
0.373
0.508
2.152
2.660
0.240
0.371
48"
3'-Or'
2'-2"
5'-0"
5 -9
2'.0"
W-6"
4
2'-6"
4
3'-3"
3
3-3
41
0 173
0 410
0 583
2 415
2 998
0 313
0 477
54"
3'-O"
2"-2"
5' 7"
8' 3"
2'-7"
3'-B"
4
3'-0"
B
3' 3"'
3
3' 3"
4
v
v'-'-'
<� 5�
> 0 6+r E
p
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UAL rSPACES6 rr 6,r
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1 ,r
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PLAN OF TOP SLAB SECTION S-S
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SHEET 2 OF 2
840.02
6" E #8 "W" BARS #4 BAR
N
6"
" n
-------• - - �2 DOWEL
z
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7 0.211 0.448 0.659 2.80B 3.465 0.396 0.596
* RISER HAS .321 CUBIC YARDS OF BRICK MASONRY PER FOOT HEIGHT
SHEET 2 OF 2
840.01
EXPANSION JOINTS
STD. 840.03 FRAME
GRATE & HOOD
PLAN
CURB AND GUTTER WITH CATCH BASIN ON STEEP GRADES
TOP
USE ON FLAT ELEV. EXPANSION JOINT 6++
GRADES 2% AND UNDER
„ _ , „ DEPRESSED GUTTER LINE
EXPANSION JOINT I I
LI M
ELEVATION
NORMAL CURB AND GUTTER ON LIGHT GRADES
NORMAL GUTTER LINE
EXPANSION JOINT +
ri TOP
USE ON GRADES OVER 2% ELEV.
1O+ I DEPRESSED GUTTER LINE
lf
EXPANSION JOINT B 0
1'-0" MAX.
-~•
ELEVATION
NORMAL CURB AND GUTTER ON STEEP GRADES
MINIMUM DIMENSIONS AND QUANTITIES FOR CONCRETE CATCH BASIN BASED ON MIN. HEIGHT N WITH NO RISER
DIMENSIONS OF BOX AND PIPE
COVER
DIMENSION
I CU.YDS. GONG. IN BOX
DEDUCTIONS
ONE PIPE
PIPE
SPAN
WIDTH
WIDTH
SPAN
MIN. HEIGHT
BARS-U
NO. LENGTH
BARS-V
NO. LENGTH
BARS-W
NO. ILENGTH
TOTAL
LBS.
TOP
SLAB
BOTTOM
SLAB
TOT- CONC•
FOR MINIMUM
HEI
❑
A
B
C
G
H
E
F
12"
3'-0"
2'-2"
2`-9"
--
-
0.235
0..772
0.015
0.026
15
3'-0"
2'-2"
3'-O"
0.235
0.029
0.023
0.036
18"
3'-0"
2'-2"
31-31,
0.235
0.007
0.033
O.D49
24"
3' 0"
2'-2"
3' 9"
0.235
1.001
0.059
O.D85
30"
W -O"
2'-2"
I 3+-4"
4'-3"
1'-2"
4'-O"
4
1`-5"
2
3'-9"
3
3'-9"
39
0.123
0.321
1.433
0.092
0.127
36"
3'-0"
2'-2r'
3r 10`r
4 -9
1'-8"
4'-0"
4
1'-11"
3
3'-9'r
3
3'-9'
43
0.161
0.358
1.714
0.132
10.178
42
3'-0"
2'-2r'
4'-5"
5 3
1'-5"
3'-2"
4
1'-8"
2
2r-11"
3
2'-11"
32
6.112
0.318
1.73E
0.180
0.243
48"
3'-0"
2'-2"
5'-0"
5r-9"
2'-O"
3'-2"
4
2`-3"
3
2r-11`r
3
2'-11r'
35
1 O 145
0 352
2 052
Q 235
❑ 317
54
3'-01,
2' 2"
5'-7"
6'-3"
2'-7"
3'-2"
4
2'-10"
5
2'-11"
3
2'-11"
41 0.180 0.386 2.387 0.297 0.401
* RISER HAS .228 CUBIC YARDS OF CONCRETE PER FOOT HEIGHT
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HEET 2 OF 2
840.02
m
C
F-1 z
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DETAIL SHOWING TYPES OF GRATES
USE ACCORDING TO WATER FLOW.
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SECTION A -A
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mm�
z =
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TYPE IF 1 TYPE "E" TYPE FIGrr
TYPE - E
z =
z
Cn
Cn
Z
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RAISED FLOW ARROW 2„
/6 HIGH
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RAISED FLOW ARROW 2 �.-
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SHEET 2 OF 2
SHEET 2 OF 2
840.03
840.03
+ SLOPE 1/2" I FOOT
2.0" S9.5B SURFACE COURSE
2,_0„ I� II II ;III„li, 6"ABC STONE-_ III=
��IIIIII
II- COMPACTED
STANDARD 2'-0" CONCRETE SUBGRADE
CURB O GUTTER LIGHT DUTY PAVEMENT
NO SCALE
NO SCALE E
4,000 PSI @ 28 DAYS AIR 3" S9.5B SURFACE COURSE
ENTRAINED CONCRETE 4" TYPE 119.0B BINDER COURSE
10" CONCRETE SURFACE
LLL
11
a °
a ° °
a Q °
° a
-I "j- 1I l ' 6" ABC STONE III= I=III=III=III=III I-
-III- -1-III - 8 ABC sTONE-
COMPACTED -"LL -111-III- III 1- -i - -111
SUBGRADE COMPACTED
SUBGRADE
HEAVY DUTY CONCRETE
PAVEMENT (ALTERNATE) HEAVY DUTY PAVEMENT
NO SCALE NO SCALE
FILL W/ W/TJOINT SEALANT'(TREMCO 1/2")
SPECTRUM 900 SL, VLILKEM 45, OR
APPROVED EQUAL)
10"
a a
� I
CONTRACTION JOINT
9..
1 /2" PM 1"
EXPANSION CAP
ON UNBONDED SIDE
5"
10"
1 . 1-3/8" x1'-6" SMOOTH DWLS
0 1 -0" O.C., COAT BAR ONE SIDE
OF JT. W/ BOND BREAKER.
EXPANSION JOINT STAGGER UNBONDED SIDE 0
ALTERNATE DWLS.
9" SAW CUTS (1 /8%2 3/4" & 1 /4%1 /2")
FILL W/ JOINT SEALANT (TREMCO
SPECTRUM 900 SL, VLILKEM 45, OR
APPROVED EQUAL)
5" 1.
tw;14"k
10"
WWI IN'
. 1-3/8" x1'-6" SMOOTH OWLS
0 1 -0" O.C., COAT BAR ONE SIDE
OF JT. W/ BOND BREAKER.
STAGGER CONSTRUCTION JOINT ALTERNATE DWLS.
ED SIDE 0
NOTE:
CONCRETE LOADING DOCK
WITH CONSTRUCTION
JOINTS AT A MAX. 18.75'
SPACING & EXPANSION
JOINTS AT A MAX. 200'
SPACING. EXPANSION
JOINTS SHALL ALSO
BE LOCATED AGAINST
RETAINING WALL, BUILDING, ETC.
CONCRETE PAVING
JOINT DETAIL
NO SCALE
HEAVY DUTY
FRAME (USF 4138) &
GRATE (USF 6218)
CONCRETE OR PRECAST
CONCRETE BOX; INSIDE
DIMENSION OF BOX
36" X 26"
FINISH GRADE -
PLAN
V
SANDARD TOP
CUT PIPE FLUSH RETE SHAPED
- H TO CENTERLINE
WITH WALL (TYP.) II IPE (TYP.)
FILL OPENINGS TO PROVIDE
WATER TIGHT SEAL USING MONOLITHIC
NON -SHRINK GROUT (TYP.) BASE SECTION
-------- MIN. -------
CONCRETE FILL
6"" INVERT OF PIPE
MIN. MIN.
4' 4'
SECTION
NOTE: INVERT -IN TO BE 0. 2'
HIGHER THAN INVERT -OUT
YARD INLET CATCH BASIN
N TS
1 2 3 4 5 6
■IM
design
Architecture I Engineering I Interior Design
Triad Design Group, P.C.
4807-C Koger Boulevard
Greensboro, NC 27407
Telephone [phone]
Facsimile 336-218-8010
www.triad-designgroup.com
INC Architecture Reg. 50709
INC Engineering Lic. C-1108
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DECEMBER 19, 2019
PROFESSIONAL OF RECORD:
L. ALLAN HILL, P.E.
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Mk Date Description
Revisions
SITE &
DRAINAGE
DETAILS
Date: AUGUST, 2019
Drawn: Check: LAH
Job Number: 17-042
Sheet:
C2,0