HomeMy WebLinkAboutStorm Details 031924Reinforcement #6 ® 6" centers Face of
each direction Adjacent curb.
REFER TO CURB
1-1/2" radius concrete edge DIMENSION
f ; 2" gutter der
Co
Two 3/4" rebor extra reinforcement
Required when Inlet is located
within intersection radius or
adjacent to commercial driveway.
1-1/2" X 1-1
Chamfer
Transition gutter starting
3' from face of inlet
to allow 6' opening
SQUARE
REINFORCED
BOX REQUIRED
INLET THROAT IN RADIUS (SIDE VIEW)
INLET THROAT IN RADIUS (FRONT VIEW)
PLACE 4" DIA. STOOLS AT CENTERLINE OF INLET,
THEN SPACE ADDITIONAL STOOLS EQUAL DISTANCE
FROM CENTERLINE NOT TO EXCEED 3'.
THROAT OPENING (IN RADIUS
For Reinforcement see PW-1
4" Dia
M.
Face of
Adjacent curb.
REFER TO CURB
DIMENSION
INLET TOP
NOT TO SCALE
m
0 Z
•, `• . " • "�I a 2" gutter
depression
6"I ��� F_
PLACE 4" DIA STOOLS AT CENTERLINE OF INLET. ♦ I ` d • `o
THEN SPACE ADDRIONAL STOOLS EQUAL DISTANCE
FROM CENTERLINE NOT TO EXCEED 4'. I '
< �E
SQUARE
• REINFORCED
.' BOX REQUIRED
INLET THROAT BETWEEN STOOLS
NOTE: This detail is not to be used for inlets in curb radius.
See PW-10 for detail of inlet top in curb radius.
THROAT OPENING (NOT IN RADIUS) NOT TO SCALE
J. IU= INSIUL DIAMETER
OD= OUTSIDE DIAMETER
DETAIL — STORM DRAIN MAHOLE
TYPE 1 THROAT
A' ,n / c • "
ID/ 5' OD
2'-0"
CURB & G
BASE ROCK
FOR
(24„
W2.5 WWF
I _ 5'-0" I
TYPICAL STORM DRAIN MANHOLE — POURED IN PLACE
ELEVATION
HMAC OR CONCRETE
STREET BASE (CLASS 71
oo °o 0000
�D o IILI
0 0 0 00 I
24" MIN. COVER it°o°o 0 00 0 1 j}
ABOVE DUCTS] COMPACTED CLASS 7 BASE MATERIAL
I I I o0 0 95 % OF MODIFIED PROCTOR
o 0 00 0 0 1 1 IitFi
I�� 0 00 00 0o IL��
I ° 4 PVC DUCTS
II o 0 10 Q I i» ( 4" MIN. DIA. )
�u} TYPE SCHEDULE 40
2" MIN. =I I o0 0 0 0 0 0 1 TT
0
(DUCTS TO EXTEND TO R/W. CAP
18" MIN. DUCTS AT R/W)
TYPICAL SECTION-
4-4 UTILITY DUCTS
NOT TO SCALE
DETAIL — STORM DRAIN MANHOLE
TYPE 2 THROAT TYPICAL JUB RTIION REL DOA DROP INLET
NOTE:
THIS DETAIL IS USED FOR AREA DRAIN BOX.
REPLACE RING AND COVER WITH 2 X2' AREA GRATE
AS PER SITE / GRADING PLAN 4" TOPSOIL TURF ALL DISTURBED
AREAS BY SEEDING
DEPTH VARIES DEPTH VARIES — _ i—
EXISTING
CLASS 7 BACKFILL GROUND CAREFULLY COMPACTED
COMPACTED TO 987" MP BACKFILL
6"Ml .
TYPICAL PARKING CURB SECTION
PIPE ZON ° n NE COMPACTED
Ed` , . ro FILL MATERIAL PIPE COMPACTED FILL MATERIAL
H � 4" z" I` I— MAX. SIZE. 3/4" IF ANGULAR PIPE ZON °°° — MAX. SIZE: 3/4" IF ANGULAR
�'� °°° 1— 1 2 __ lF ROUNDED
z-rt°ams UPRIGHT � 1-1/2" IF ROUNDED � °;°A°�o�. g I— /
CLASS 3 r� NATURAL "
o.. o
o • UNDISTURBED NATURAL "
SOIL, SEE NOTE UNDISTURBED
o e 6" M/N 6" MIN. SOIL, SEE NOTE
rR°aws °; z VARIES 6" MIN 6" MIN.
€ NOTE:
VARIES NOTE.
E FOR UNSTABLE TRENCH BOTTOM FOR UNSTABLE TRENCH BOTTOM
8121
OR EXCAVATION IN SPECIE/CATIONS FOR �PPROPR/AREFE�ETO OR EXCAVATION IN ROCK, REFER TO
" SPECIFICATIONS FOR APPROPRIATE e O PIPE BEDDING. PIPE BEDDING.
E
I •-°` STORM DRAINAGE PIPE TRENCH (UNDER ASPHALT) STORM DRAINAGE PIPE DRAINAGE PIPE TRENCH _D AREAAREA
e __L..,•. 18 NTs
I NTs
REFER TO CITY OF LITTLE ROCK, ARKANSAS PUBLIC WORKS
STREET AND DRAINAGE STANDARD DETAILS FOR ADDITIONAL
DETAILS AND INFORMATION.
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DPOND SPILLWAY PROFILES 0
H H J LE7
FG GN G Station W Q
°L'° $o°Qa° P��' -0 10 D+00 0+ 10 0+20 0+30 0+40 0+50 0+60+65 �W L'
H ryy �y M
G SOLID S
ep•"\V/^�F 4 R.C. 4 , I B ' a. C \ Q� E
p _._ 297- Z
CURWAALL 21 \�yi'`_ 4 � CHANNEL CURTAIN \ \ yV m
M C \\7 \ BOTTOM "ALL d A 2 R.G CURTAIN n Iu
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TYPICAL PIPE CULVERT CHANNEL \ S E FCO" uNE ` CHANNELHALL A z,l\ L 2.70 C' W
BOTTOM \ Z ,- L1J
WITH FLARED END SECTION 4 4
& 11 FORESLOPE TYPICAL PIPE CULVERT FLOW LINE \ B c
WITH FLARED END SECTION 28-Q D U)
& FLATTENED ADJACENT SLOPES A
TOP OF LEVEE 0_
w_
x ELEV,-287.50 288 Lu
TYPICAL MULTIPLE PIPE CULVERT
'I I1 WITH FLARED END SECTIONS w
" H R.C. CURTAIN WALL & FLATTENED ADJACENT SLOPES - --.--- 287
II II DIMENSIONS & OUANTITIES
SPILLWAY
' I °. ELEV.-285.97 N
II II PPE SINGLE R.C,P.C, DOUBLE R.L.P.L. REINFORCING STEEL SCHEDULE a- __ 2as
DIA REINF. REINF.
H II G HI LI L 2 LONG. STEEL CONC. STEEL SINGLE R.C. PIPE CULVERT 00 LE R.C.PIPE CULVERT
1 CU. Y05. LBS. CU. YDS. LBS. PIPE N4 I H4 V401 V4 H4 1 H H4 q 4 I I
-1 I-11- ���nquu l Ulu/
L , 18" w/1"" 3--5" 8'-6" 6'-3' 0.31 33.4 0.45 8.5 DIA• L NO. L NO, L NO. L NO. L NO. L NO. L NO. L NO- L NO. \\\\ \�� 7" QN
F 24" I'-0 4'-6" 9'-6' T-6" 0.37 33.4 48.0 Q _ _ 285 \\ AT I
30" r-3'/ •' 5'-7" x'-0" 91-0" 0.45 39.0 0.67 59.0 1 .` - - -1 tJ �� �,
IB" 7'-a- 2 r-ll'/^ 4 I'-7%" B B" 8 12'-2' 2 I'-x' " 4 8" 2 I'-7 10 8" M 1-1
F \ ��\ 36" I'-T" 6'-8" 1T-0" 10'-6" 0.58 52.6 0.83 17.9 24` 9•.2" 2 2'-2" 4 1•-8' " IO 8" 9 14•- " 2 2'- " 4 B- 2 r-8' - 1 18 0• FES-11 I I III 'II� I -II �• c of ••���
42" 2'-1' 7•-}" IS'-6" 12'-0" OA2 T7.I IJO IOO.i " .. Q I J_ I J n c a
30" I '- 2 •-4' " 4 r-M 10 " 1z n•-s• z z•-4' 4 B' 2 r-w w z2 /NV.' 282.00 15" ADS - = A.I ..l -. FES-12 284 = Q:�� Z c
E 48" 2'-5" 7•-IO- R'-0" 13'-0" 0.98 94,9 L27 120.4 _ _ _
E 54^ 2 -' 8"-5" IB'-6" 14'-0" L16 x5.8 I,47 143.T 36" 12'-8" 2 2'-10•' 6 2'-3" R 8" 14 20'-B" 2 2'-IO" 6 7 2'-3'• 14 8" 2
SOLID SOD \ \ 42" I •• 2 3"-9' 8 2"-9' 16 8" 15 23'-B" 2 T-9' .. 4 ' 18 30 I I -II II II1=1I1-III- INV' 287.82 15" ADS -4. i a Ia
\ 60" 3•-4- 9' 0" 20'-6" IS'-6" 1.47 W4 7 1,84 180.3 i �I-I I -III -I I -I ; O S c w
0 \\ 4 ` 16-13" -- " I° '-5/ IB 8" 16 •-8" 2 4•- IO 8" 5 3'-1^ 20 32 - 11I-I I 1- 1---I I-1 : 1^�
72" 4'-5" IO' 2^ 25'-6'• 18'-6" 2.31 232.6 2d3 2760 z
' SOLID SOD 4" 18'-2" 2 4'- ' .. s2 3'-5' " 20 8" 17 2T'-8" 2 4'- ' 1 8" 6 22 34 4 i �•'.
NOTES QUANTITIES SHOWN ARE FOR ONE IH CURTAIN WALL. a 4 60" 20'-2" 2 5' S'• 14 4'-0" 24 8" 18 30'-e" 2 5'-5' 14 8" T 4'-0'
C A�'�a'��••......... Q\\
p a � 72- 25'-2` 2 T 4" 18 5'-r 70 8" 20 76'-8' 2 7'- 4" IS 8" 9 5'-I" 37 8" 40 15 ADS ®D 50% 38.2' I I � /j `�/ �`) \\\\
ALL REINFORCING STEEL -4 BARS N 6" O.C. 1=1
B R.L. \ I f_I I� _I I - I I=1 I //
CURTAIN C T I T 1-I I
WALL \ ¢� V401 SEE NOTE V401 SOLID SODDING 1--. �IL!---I�- I :�. _ A. I I- -. - - 82
A '
C W 6" L M402 ,a+ 5" Li + 2" H402 Q d
3 PIPE 30 4f1 6,1 yJ 40 60
OIA \\\I H A02 ISNGLE R.C.P.C.) �3 H 402 (SINGLE R.C.P.CJ "� DIA. I I1�I I7 II -I I -I I �I
\ I V401 H 403 (DOUBLE R.C.P.C.) _ V401 H 403 (DOUBLE R,C.P.C.1-IJ�111J-i-dI L I I 81
FLOW LINE \ _ 3 3 �1' RECESS FOR GROUT) - -
\ B PIPE SIDE OF PIPE SIDE OF " I i 14 1 1 I � I 2
R.L. CURTAIN R.C. CURTAIN v I I I� I I I� I I� I� I I I I I 4
PLAN VIEW \ V402 V402 4 " 4 4' L-11171 IITIII IJ= 1=1 - 280
3-1FORESLOPES p 4 / fig v\ 11
July �l
EXISTING GRADE I 11L (^
FLOW LINE 2 Dld, NOTE, WANTITIE$ SHOWN ABOVE ARE FAR ONE mEND OF F.E.S.
NOTES THE CONFIGURATION 1 1 MCI I i I H401 -- - - 279
OF CONRWL WR VARY J( (DOUBLE PWE51 I�8 , OU LE PIPES) Imo=+ GENERAL NOTES
KITH R L PE <fARIAT10N5. LA CAST -IN -PLACE T OR PRECAST CURTAIN WALL MAY BE USED. ( i
L (SNGLE PIPES) L (SINGLE PIPES) PAYMENT FOR THE CURTAIN WALL PRI SHALL BE CONSIDERED Z J
PLAN VIEW TO BE INCLUDED IN THE EVE PRICE BD EACH FOR FLARED _ 278 ll1 Z W Z
CAST -IN -PLACE PRECAST END SECTIONS OF THE SEVERAL SIZES. ALL PRICE SMALL 1
BE FULL LOEINFOR I NN FOR FURNISHING C ALL MATERIALS
FLATTENED FQRESLOPES NOTE, THE PRECAST CURTAIN WALL WILL BE SET AND BACKFILLEO INCLUDING REINFORCING STEEL AND CONCRETE: FOR FORMS. n ) <J J I\ O N O N
FNOTEA LARED E PORTION SECTION THE R.C.CUR TAIL LABEL BENEATH THE
FLARE° END HE (LONER E D") SHALL BE PLACED WITH COMPACTED MATERIAL. THE FLARED END SECTION SHALL MIXING L L BOR. TOOLS.
FOR OUPMEEXCAVATIONA AND BACKFILL. AND N ^ " N V' r< N Q) O V v Y
BE SET
LAC THE FLARED ENO SECTION SHALL THEN WHERE
BE SET EXCEEDS PLACE ANO THE I- RECESS FILLED WITHAST GROUT. FOR ALL LABOR,E WLS. EQUIPMENT AND INCIDENTALS NECESSARY O N O N oT h of Go oT -11:Go oT O \x VV
R. SET N PLACE 8 THE REMAINING PORTINNS OF THE "HERE E TIONS.H THE CURTAIN WALL MAY BE LAST IN TWO (2) TO COMPLETE THE WORK. Co N ^ pC ^ pJ I I \
R.C. CURTAIN WALL PLACED. OR MORE SECTIONS. TFff METHOD OF JOINING THE SECTIONS FOR 2. ALL EXPOSED EDGES SHALL BE CHAMFERED THE
N N N N N N N N N N N N W �
R.C. CURTAIN WALL DETAILS INSTALLATION SHALL BE APPROVED BY THE ENGINEER, 3. CONCRE TE FOR CURTAIN HALL SHALL MEET THE REOUNEMENT$ FOR I I I I I I I I I I I LLI Ll L� OL
x CLASS A OR S CONCRETE AS PROVIDED IN SECTION 802 OF THE C) � � (3 (3 (3 � (3 \\`
SOLID SOD STANDARD SPECIFICATIONS OR FOR PAVING CONCRETE AS PROVIDED IN Lyl LT uJ LL1 � LV LL Lu Li- LV LL
H H SECTION 5010E THE STANDARD SPECIFICATIONS.
G G 4. WELDED WIRE MESH 3 x 3 wn0 x WIO MAY BE USED
F IN LIEU OF REINFORCING BARS.
OE NOR ALFORESLOPE ..:•...... .... U O+DO O+fO 0-1-20 0+30 0+40 0t50 0+60 O
CA .. C 1II-D-A1T-- E GENERAL
AA RA
tEE ARKANSAS STATE HIGHWAY COMMISSION
B A I 1
. A N
A N Rd T 4
R[.[ DALCHANNEL BOTTOM I FLAREENO SECTION
R.C. CURTAIN WALL I A W AA IN I HA
� nWI�llI
OL+J
-x VIA AWN END vlEw SECTIONAL vlEw REVISION FLMED
STANDARD DRAWING FES-I
II�
O
co O
J
Y TABLE OF DIMENSIONS
ARCH PIPE
N DIA, WALL A B C 1 0 E I S DIA. P R-1
R-2
G-T
WT, h
• I"
• SPAN . RISE
DIA, I..SHTCI aH0 ISHT AHD W A B C D E P R2
G-7
S
• l
M. 2 9" 2'-3` 3"-10- 6-r 3'-0" Jd 19, 29" 15
12"
2"
1000 r-
M 206 NOMINAL M 206 OMNA I.
x
I
4" 7" 9 " 37 2'-6•- 6--1 4•- " 30 25" 33 " 1
T-�
14-
2 "
16 0 r-1
INCHES
IS III 18 u K 4" 2'-0' 4'-0' 6'-0" 3'- 29" 1 "
r
2' d
LI
R-2
'-1 7s1 "
"
r-4
18 22 22 13' W 2' " 5" '- " 4•-r •-1" 3'-6- 32'"13"
1 26 26 1511 16 7" '-7" T-10" '-1• 4'- 34' 14^
2' "
2'
2' d
2' d
r`
u _ c -
- 30" 3 r-0" 4'-6" 1-7 5'-0- 31" 37- IS'
36' 4- 1'- 5'-5- •-10 81-1 6•- 37' 47' 24
15"
20"
3'
3 "
1940
4100 I'-B"
24 20' 29 IB 18 3" 9" 2'- " 3'-10" •-1^ 5'-0" 76 15"
2' "
2' fl
42" 4' 1•-9" 5+}` 2'-x" 8'-2` 6'-6" Jfl 4 57 2P
22"
T "
5380 2'4'
30 35'. 3 3' " T-r 3'-0 6'-1 .- " 47' 20"
" "
3"
"
' d
I ,
I
48` 12'-0" 6'• " '-2- 8'-2" T'• " 1 49" 56 " 28
22"
3 "
6550 2'• "
36 43 44 26 7 4•• la 4•- ^ 2'-1 6'-P ^ 6'- - 54 22"
3'
2' d
W
I\
54'• 5' - Y-4" .- " 1•-Io" 8'-4" 7•-6` Jd 55" 65' .. 33'
24"
4"
8750 •-10'
42 51 51 3t S 4 11 4•-7- 1-IO' .. 6-5' 7•-2" 5 23'
3
2' d
W
Z
■
60" 6" 2'-IO" 6'-6" I' -1 " 8'.4" 8'-0" .1 1" 72 36°
24"
4^
92T0 3'-5"
48 ... 59 36 36 5" r-7` '- '-IO 8'-1 T-10" TO 4^
4' .^
2' sl
r ^
�J
G
-�- 72" 7^ " r-1 B'-4" 34 7 7T 38
_'
4-
-
1 4'- "
54 65 65 40 40 5' r-T- 5'-3" 2'-x" 8'-2" B'•6" 72 24"
60 73 73 45 45 6" P-IO" 5'-6"
°
4 ."
2' d
T�
THE MEASURED SPAN AND RISE SHALL NOT VARY MORE THAN 2 PER CENT
FROM THE VALUES SPECIFIED BY AASHTO M 206.
8'
POND GRADE
POND GRADE
Q
O
C
B
J
12" 12"
D
18"
5' 18"
LONGITUDINAL
Z
Y PLAN
ELEV., 287.5
-'
S-SLOPE .-.:
6"
I - I
e
ELEV.' 286.0
�
R.1 DIA.
''.
'^
¢
�
e 4 . y.
3000 PSl CONCRETE
6X6-10-10
8
I
a •. \f
I
I
- -
tl
a I_ -
WELDED WIRE MESH
p
C}-
0 1
< •' I + \
6X6-10-10
WELDED WIRE MESH
a
C�
... / :d
COMPACTED SUSGRADE\
a
.... ..... :.....
.:._ ...... ....... .. .. .... ... ... .... r.:.
TRICKLE
CHANNEL DETENTION POND
. .. . ... ......... .... ....... .. ... + ....:, . I
--i W l- E ^T"�
4000 PSI. CONC.
N. T. S.
T
"� W �- P .� W"�` E -�"�
o
SECTION x-x
END v1Ew
SPILLWAY DETAIL
PIPE PAY LENGTH
SECTION Y-Y ENDylEw
CONCRETE ARCH PIPE
END SECTION NOTE, TONGUE END ON UPSTREAM SECTION
N. T. S.
FOR REINFORCED CONCRETE PIPE CULVERTS GROOVE END ON DOWNSTREAM SECTION
IA CIRCULAR PIPE CIRCULAR PIPE
SPAR =:jC.M.ARCH
0- A -- DIA, GAUGE r . MAX. r' +_ f'/1 ! 2"
f--�
S
I
INCHES
1 6 6 6 21 24
2
---
15 Ki 7
I
IB 8 1 6 31
is
2 1
-
-
16 9 1 6 36 42
- 24 IS 13 m 4
30 14 12 I 8 I 60
2 d
2 d
2 d
c
GALVANIZED
P
B RODDED 36 14 M 19 9 60 72
A
METAL
EDGE 42 12 1 2 n
11
1Y
48 R 7 12 78 9
I
54 12 18 30 12 84 102
ze
E E
J60 12 1 3 BT x4
I• s I 66 1 6 1 8T 1 0
I I
I
2+ w. w
. 6" z. 6"
I b T2 12 3912 BP 126
I/3fl
•�
MULTIPLE R.C. PIPE CULVERTS
CIRCULAR PIPE
A '�` A C.M. ARCH PIPE
o
-_ A Ep IV. SPAN RISE 1"A• MAX 1"H+ 0/2' ! 2w a S
PLAN
GAUGE
z
INCHES
CONNECTIXi 17 13 7 9 6 1 30 16
I I
�6 }
" I I 6 6 I
I
I
- z - 1` 24 18 8 12 42 2 ,1
•I
16
4" 28 20 9 14 6 32 46 2 d
I
` 75 4 1 6 39 6 2 0
4 1 I= 46 T5 :1
14
14
4 " 49 33 13 21 9 53 85 I
12
- - _
-
LO
I f I
I 48" 57 38 18 12 67
C.M. ARCH PIPE 4" 4 4 I 2 d
•
• • •.
I 60" 71 33 R TT 114 2 ,1
12
pl Q
e
I 1
=
3 W
O
MULTIPLE C.M. PIPE CULVERTS
N
PIPE PAY LENGTH
O
CI)
REVISED A i REF. i as HT
ARKANSAS STATE HIGHWAY COMMISSION
5-15-80
EL JLTIPLE R P F664-5-15-80
SECTION A -A
T-14-7
ARM SIZES TO CONFORMWITH AA HT
7-7-14-7
NOTE,ALTERNATE CONNECTIONS
TO THE PIPE CULVERTS.IN ACCORDANCE WITH MANUFACTURER'S STANDARD
8- -7
A TIP PI CULVERTS
1T` - -i
FLARED END
SECTION
12- -
R V N T R REINF FOR R . F
-I - -74
PRACTICES. MAY BE
MADE SUBJECT TO THE APPROVAL OF THE ENGINEER.
P END S CTION HOW PIP PAY LENGTH
7- - 4-7
END SECTIONS FOR CORRUGATED METAL PIPE CULVERTS
STANDARD
DRAWING FES-2
U
w
10-22-
REVISED AN REDRAWN
T - - -7
o
a
N
t
N