SW6220604_Plansheet 14 - Misc. Detail_20220926

TOP OF FILL rOP OF FILL TOP OF PILL ❑
�a
da�
GRWND LINE H UROLAEP LINE H OROIIIEI LINE " LL J Q �"
U_ jp"=
F x
C4
r COMPACT AFTER ' COMPACT AFTER F I-2W
PIPE IS PLACED PIPE [9 PLACE LL ❑ J
E PRIOR TO B PR IDS TD
U P ACEM PIT OF TYPE 2 L� PLACDOLT OF
EATI0 ❑ Q
FILL _ SEOTLE - FILL �
•n� r [.0.16 YIN. 2 F H
I. D. j6 MIN. f y , WT ALB - r ' EANIH L1 ❑
I.D-!6 MIN, ,. ,d,r-„ W
MY LESS THAN 9"C. NOi LE68 TILW !• _ r c 1p' PER FOOT OF 'li• d
SHT ROT LESS 12°
Rom. O.D. i �' NOR NOR E TWIN 24 O.D. * G'
NORMAL EARTH FOUNDATION ROCK FOUNDATION HIRED E3 SY Ex3R.
UITA UNSBLE MATERIAL FOUNDATION
PIPE IN TRENCH
rap OF FILL TOP OF FILL TOP OP FILL
x
C7
" QLL
� J
BROIM,D LINE ORMI,3 LINE MIN_ 4
Elm. O.q /■�^/■j T. O.O YTM. p.0- YIN- q-D- YIN- q�3- YIN- 0-D `
MOUND LINE TYPEZ 'EQle•-Io
U)
DEOTE[IILE � W
-•' „�•'-"COMPCi AFiEN TEAT, ❑ = OL
lI
-PIPE IS PLACED ❑ ~ O-
L PRIOR TO Cr
D. is MIN. PLACEMENT OFLU
HOT LE98 TIAAiI N• _ ,N _+ r. _ FI•..L 1I I 'r r . ❑ ❑
� �����y�� I.D. rB ■LN. - - - P, �AS OI RECTEO �j
CwPALT AFf ER f---"'"" I.O-IB YIN. - NOT LESS TRAM 6" Y[N.rOA. MIN. NO.D. RY ENGINEER V ["[ ❑
PIPE IS PLACED NOT LE88 THEN 8" O.D.• 2' N
A PH DR TO N4^ PER F00T OF 'H, OC
PLACSr OF Blli A0T LESS TFW1 12• fA
FIu NORMAL EARTH FOUNDATION ROCK FOUNDATION NOR MORE TITAN E4 UNSUITABLE M0.TERIAL FOUNDATION
PIPE ABOVE GR
}'a a
GENERAL NOTES! ❑
T-O. •THE MA%IKK HORIZONTAL INSIOE DIAMETER OTMENSION- DO NOT OFF"" HFAVY EW PMDNT OVER ANY PIPE CULWW UNTIL THE PIPE CULVERT HAS a 0
SEEN PROPERLY SAWILLED AND COVEREO WITH AT LEAST 5 FEET OF APPWM MATERIAL. 0 =
O.D. - ME MANIME HORIZONTNL OU151M DIAMETER DIMENSION. - - - - - SPATAOLTNE OF PIPE ❑ W
H "THE FILL HEITAIT MEASURED WMICALLY AT ANY POINT ® 8ELEC1 6ACNiILI MATERIAL CLA59 III OR CLASS II,IE
ALONG THE P1 PE FRa INSTOP OF THE PIPE TO THE TOP BELON 9PRIMGLINE.
OF THE ETMWIgENT RT TINT POINT.
APPROVED SUITABLE L011r11 WTERLAL ABOVE SPRIN2LIE.
- TAME CARE TO FULLY COMPACT HAUNCH ZONE OF PIPE SOWILL. UNDISTUPSE@ EARTH MATERIAL
LOOSELY PLACED SELECT MATERIAL MARS [II OR CLASEAM II. TTPE 1 SELECT MATIiRNAL CLA59 Y OR VI FOR FOUNDATION CONDITIONING. DNCAPILLATE
FDR PIPE EEDDIIAI. LEAVE SECTION DIRECTLY BENFILTII PIPE
UNCONFACT A3 PIPE SF TIIIG AND 6AC¢LLL RILL WITH TYPE 2 GEOTENTILE AS DIRECTED DY THE ENGINEER. SNEEi 2 CF
ACCOMPLISH CONPACTICH- 30�
x
D DO
I•-r
NOTES: ¢ Q
W1 FT. O B" THIS PRECAST ENDWALL NAY BE USED FOR THE FOLLOWING ,Z•L C7 U
STANDARDS: a8E.O1, 986.11, p56.21, 83B.27, Ba8.33, LL J d Hr 2
638.39, 838.51, 838.67, 838.S5 AND 8361". O Q N =
" INSTALL PRECAST ENDMLLS WITH WINGS AND PAY W ¢ <L x
1 .0" 1'_p•• FOR IN ACCORDANCE WITH SPECIFICATION SECTION 838. U ❑ N5
^ USE 4000 PSI CONCRETE.
• PROVIDE ALL REINFORCING STEEL WHICH MEETS A87M A615 LL J
`5 FOR GRADE 60 AND WELDED WIRE FABRIC CONFORNINO p ❑ DO
0 I TO A$TM A185 WITH 2^ MIN. CLEARANCE. L"1
H2 I H2 • PLACE LIFT HOLES OR PINS IN AGODROANCE WITH d H'•L
CS/RCP HI. Hi I OSHA STANDARD 1928.704. LLN ❑
• PIPE TO BE GROUTED INTO HEADWALL AT JOB SITE BY ❑
I _ CONTRACTOR
" ALL ELEMENTS PRECAST TO MEET AMCG13.
WELDED WIRE FABRIC WY BE SUBSTIMEO FOR REBAH
f A8 LONG AS THE SANE AREA OF STEEL I8 PROVIOED.
• CHAIFER ALL CORNERS 1" OR HAVE A RAOIUS OF 1".
a" O.C.(TYR,) m 6" a" O.C.(TYR.)
REFREFER TO CHART FFOORE BAR
SCHART
IZE
FOR BAR SIZE NOTE: THE NIH IIW BAR SIZE SHALL BE P5 BANS J ]e
ELEVATION AT S" 3TS.THE CONTRACTOR WILL HAVE THE OPTION
N
SIDE TO INCREASE THIS OAR 912E A8 NEEDED. OLL
PLAN
NOTES
USE CLASS A EROSION CONTROL STONE
FOR STRUCTURAL STONE.
USE NO. 5 OR NO. 57 STONE FOR
SEDIMENT CONTROL STONE.
CONSTRUCT TOP OF BERM A MINIMUM OF
ONE FOOT BELOW THE SHOULDER OR A
DIVERSION POINT.
PROVIDE A TOTAL SEDIMENT TRAP
VOLUME OF 3600t CUBIC FEET PER ACRE
OF DISTURBED AREA. SOME OF THE
REQUIRED VOLUME MAY BE PROVIDED
BY UP OR DOWNSTREAM CONTROLS.
ENDWALL DINNSIONS
FT.
MINIMUM
MIN. ILNA.
MIN.IMA%.
MIN.IMAX.
MIN.IKAX.
MIN.IMAX.
PIPE DIA.
BAR SIZE
HI (FT.)
N2(FT.)
D (FT.)
W1
W2
1.0
#5 @ S"
1.2512.130
2,00/3.75
1.2511.75
3.00/3.75
5.5019.00
1,25
45 0 B"
1.25/2.00
3,00/3,75
1,2512,00
3,6013.75
6.5016.76
1.60
#6 @ S"
1.2512.00
3.0014,25
lLS012LSO
3.5013.75
6.5016.75
2.0
#5 @ S"
1.5012.50
4,0014.76
1.75/2.50
4.0014.25
7.5018.25
2.6
#5 0 9"
2.5013.50
4.00/8.00
2.0013.00
4.50/5.50
10.00111.50
3.0
415 0 S"
3.00/3.50
5.0018.00
2.7513.50
6.25/5.75
11.5D111.75
3.5
#5 0 B"
3,9514.50
8,00/8.75
3.2513.50
6.00/6.75
12.OD113.25
4.0
45 @ S"
3.50/4.60
6.6017.D0
3.25/3.50
6.60/6.75
13.DD113.25
4.5
95 B B"
4.01315.00
9.5019.50
3.2514.00
7.0019.25
13.50115.75
5.0
#5 @ B"
4.5016.00
7.0018.60
3.2614.00
7.2619.26
13.75116.76
5.5
#5 @ all
415015,00
7,5019.50
3.25/4.00
7,25/9.25
14.DD115.75
8.0
#5 0 S"
4.5015.00
7.5018.50
3.2514.00
7.7519.25
14.75118.75
Ci 31 m
a W a
❑ F N
x LL1 n
Q F
a LU
OF az
�x
LUu]
I
LL
�a
da
L;LL N
EARTH BERM
-1 a Hr 2
a o y =
UJI
H-xrxw
PIPE
°voo�a
A
a
-----
---{ : FLOW
UJ '
w
❑
4
--
ID*
--L-
07
W
96
F
oIL
STRUCTURAL STONE
LL
GD F
z
W
PLAN c
o W
2' MIN. fA
EARTH BERM F F
STRUCTURAL STONE N W
J
12" MIN 12" ¢ N
18" MIN. ROADWAY SHOULDER
a
~1 -- -- a"_hUN� it IL
DIVERSION POINT R ?; 18'r D. s'r FLOW d
MIN. II ,
SG
/7'-6" MIN..! 0
SEDIMENT CONTROL STONE _ _ PIPE D"-24" PIPE MAX. 0
1635.
PHOP68E. 1
DRTLF
SLOPE
ISOfETRIC OF ENO PIPE TREATMENT
USE AT LOCATIONS AS DIRECTED BY THE ENGINEER
2O'•O" YEN. CHIVE PIPE
VARIABLE FROM 12'-O" TO 1S
DRIVEWAY TYPICAL SECTION
PROP. PIPE
SEE NOTE 1.
VARIABLE
SLOPE/
SLOPE
BLEND INTERSECTING
SLOPES
�XSHOULMR
PLAN
D. DITCH GENERAL NOTES: PROPOSED OR IYEW4Y
FINISH GRADE
ALL OIYENa IONS Oi VEN ARE FOR YIHI YL111 COHDITIOHB. PROPER -
ENGINEERING JUDGEMENT MUST BE USED IN DETERNINING DRIVEWAY
LOCATIONS, WIDTHS. AND PIPE LENGTHS. P. PIPE
FACTORS SUCH AS VEHICLE TURNING RADIUS, TRAFFIC VOLUMES,
DRIVEWAY S1AEW, OFFSET DISTANCE OF PIPE TROY EIXiE OF PAVEYEMT,
PIPE DEPTHS, AND DE3I0M SPEED SHOULD BE CONSIDERED IN ➢ETERMIN INO
DRIVEWAY WIDTHS.
NOTE:
1, THESE AREAS ARE TO BE USED TO BLEND THE INTERSECTING SLOPES TO THE PROPOSM DITCH. SECTION X-X
4 X D
A-117
A-.]
PLAN
i
CUTLET
WDITCH
OUTLET
W/O DITCH
D
CLASS `R' RIP RAP
CLASS I RIP RAP
am 18' RIP RAP
CLASS I RIP RAP
TONS
T -
S,Y,
TONS
r -
TONS
T
S,Y,
TONS
T -
12"
2
5
5
2
5
1
4
2
1
4
15"
2
7
7
3
7
1
5
3
2
8
1B"
3
10
9
4
10
2
7
4
2
B
24"
5
14
15
7
15
3
11
7
4
12
301,B
21
21
11
22
5
1B
11
7
17
36"
11
26
29
15
30
7
22
16
10
23
42
1S
37
39
20
3O
10
2R
22
13
30
48
49
26
50
28
17
1 30
541,00
33
02
36
21
47
60"
73
40
75
44
26
56
ss"
87
48
89
54
32
s7
72"
102
57
104
64
38
78
NOTE:
FOR CALCULATION PURPOSES _
CLASS B' RIP RAP 100 LEI
CLASS I RIP RAP 1O5 LB
D SLOPE 11t:1 OR FLATTER
H
T
OEOTEXTILE
SECTION A -A
PIPE OUTLET WITH DITCH
H- RIP RAP TO TOP OF PIPE (MAX. H = D + T)
T- 15" CLASS I RIP RAP, UNLESS OTHERWISE SHOWN ON PLANS
T- 12 CLASS 'R' RIP RAP, UNLESS OTHERWISE SHOWN DN PLANS
B
4x0
SECTI0N_6-9
PIPE OUTLET WITHOUT DITCH
B
2
py
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Qa
H2.1 _J p~C�U
W z
00V,x
r
E]F LLOW
a❑rn�
Z , ;
LUFY
o❑
x
a0
H
LL ❑
c.i
LLJ
1, x
Gi W
❑ J
ALa
H¢I 0. U
M W
NON F
Qa2
W =
O> ►,
CO
~ CO
d
2
M r
d
a
H2.1 9 ❑
LL.J it"Z
OOv,x
�99-.L
r
iLl oW
LL
Y ❑GO
LUa❑
to
W
ULUL
O
W
�a
�a
CC CL
o
Q
H d
N 4.1
a �
O LL6
Ir
W
d
N
O� D�
z�a
�� GENERAL NOTES: z� �
SLOPE AS INDICATED DM PLANS J FY IA LL J b H
PLACE SROOVFB �.� OO N x 2 CHAMFER ALL CORNERS 1 OR HAVE A RADIUS OF 1 " . OO vj x 2
BELL END OF PIPE / - •-
T0 FACE OF WALL 1 r� 191 � Lxy PLACE 2 #6 "Y" BARS IN THE TOP OF ALL ENDWALL FOR PIPE CULVERTS 42" � � � � rxs
s y F r zo w AND OVER WITH A MINIMUM OF 3" COVER AND A LENGTH OF 6" LESS THAN F r o w
-� ooNJQ ENDWALL LENGTH. oo,0a
Z+7
o x � CK 3 ", CPOIPE 414•BARS w oCONSTRUCT BOTTOM SLAB WITH FORMS,w � i_�I o ❑
3 DO NOT INTERPRET WALL THICKNESS (T) SHOWN FOR THE THICKNESS
�- ACCEPTABLE, BUT IS USED IN COMPUTING ENDWALL QUANTITIES.
PLAN e r 12" WHEN THE CONTRACTOR ELECTS TO USE A CONSTRUCTION JOINT AT THE BOTTOM
FOOTING OF THE PIPE, PLACE BAR 1Y' DOWELS IN THE BASE AS SHOWN ON PLANS.
(IF CGNST. JOINT IS USED) DOWEL W SPACE BARS APPROXIMATELY ON 12" CENTERS UNLESS OTHERWISE DIRECTED W
G Y 0 END ELEVATION BAR-"X" a= Z W w BY THE ENGINEER. =o ? N
w
LL H W WHEN THE CONTRACTOR ELECTS TO USE A CONSTRUCTION JOINT AT THE BOTTOM U.H W Do
Vr rrrl ar r1rNu r WAi rrrl unVA- VLA rLrTlzr A-�A �LnYI rrrl r VVrA riVVVrr.
OCMEIS IN ENDIIALL WITH WINFORCEB CONCRETE PIPE 2 ,� 2 J
PIPE BINOLE PIPE DOUBLE PIPE 3C d USE CLASS "B" CONCRETE. O
I I LOG. pIA. 15" 18" 24" SO" 86" 42" 48" 15" 18" 24" 30" 30" 421, 4g" LL LL
BARS °L" U14
X. "X" "X" Y• "%" Y• "IL" "X° X. "x" "X" "x" Y. "x" Y• o W W
l f_ J G OTY. 2 4 4 B $ 2 a a 4 4 5 ❑ J IL d ❑ J L1
-I -I - - I----t-�- LL' FI OL CC FI IL
Y OTY. - - - 2 - 2 1 1 2 2 2 2 S 3 2 ¢ d d EL a a IL OL
L DOWEL G QTY. 2 4 4 S 2 2 5 a 4 4 5 ❑ Z 4
TOTAL LBS- 9 19 5s f15 12 12 19 19 23 77 S2 x LU ❑ a Z ::! DO
L OPTIONAL C0TISTRLTCTION JOINT Cq W m a 7, W m Kr
ELEVATION
DIMENSIONS AND CORCTAETE OUANTITIES
USING CONCRETE PIPE
COMMON D[NENS:ON3
SINGLE PIPE
DOUBLE PIPE
0
H
8
G
T
S
L
Ypi
M
L
YDP
15"
3'-3"
1'-8"
�'-Bx
214
9Y2"
5'-8"
0.7
2'-P"
7'-S"
1.0
18"
3'-7"
1'. 10"
T-2"
211"
10'
6-4"
1.0
2'-7"
8'•11"
1.3
24"
10"
e'-0"
1.8
8'•6"
11'-5°
2.0
SD"
444•
11Y1"
11'-0"
3.4
W-0"
1G'-0"
42"
8'-P"
9'-1"
W-4•
514
1112"T2'-0"
4.5
V,IV
18'•8"
9.0
4B"
L-E
B'-9"
9'-s"
7'-2"
511
11 "
14'.4"
a.0
8'•8"
21'-0"
S. 0
a G =
'a F G =
W C
W 0 H
it v x
it v =
2C
U
C?
-BEE SHEET 9 871E ET 1 OF SNEEi 3 CF 3
838"01 838.D1
GENERAL NOTES:
-USE CLASS 'A' RIP RqP-
-CONSTRUCT WIDTH AND SHAPE OF THE DITCHES AS
SHOWN OR DIRECTED BY THE ENGINEER.
-USE OEOTEXTILE UNDER CLASS 'A' RIP RAP IF
SPECIFIED ON PLANS.
'AS SPECIFIED ON PLANS.
12' V.C. ROADWAY DITCH
SLOPE DRAIN, BASE DITCH OR
BERM DRAINAGE OUTLET DITCH
2 - N 2'- BERM DITCH
MEDIAN DITCH
a"
MEDIAN OR BERM DITCH
W.O"
0 8"
SHOULDER
POINT NOTE: 'rD" VARIES WITH LENGTH
AND RATE OF SIDE SLOPES,
SIDE DITCH
Cy
M r
a
d
Her CC❑U
LL.J aHr2
OOv,x
H p53
r
NF oW
LL
Z ❑ 2 C r H'IL
a❑
O
d
a-
LL
� EA
H aN
¢J
❑
_
�O� 3C
03 W
>~ =
a U
H
1-4
O O
W
C
x
1,4
a
_
a
876.03
GENERAL NOTES:
-USE CLASS 'B' RIP RAP.
-CONSTRUCT WIDTH AND SHAPE OF THE DITCHES AS
SHOWN OR DIRECTED BY THE ENGINEER.
-USE OEOTEKTILE UNDER CLASS 'B' RIP RAP IF
SPECIFIED ON PLANS.
-AS SPECIFIED OH PLANS.
SIDE DRAINS, BASE DITCH OR
OTHER OUTLET DITCHES
J 1�
MAX1.5
VEE DITCH
DITCH
x
4 [q
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LMH
-=
O[OO[Q�OM
LL
� �+ ❑ CC3
wFro°1
O ❑wd
;CK
dHr
w❑
d
96
_
O
LL m
E3 V)
z N
J
❑
_
O 3C
x �
ti W
>~ _
a v
H
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W
a
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a
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O
J THOMAS ENGINEERING, INC.
CIVIL ENGINEERING & PLANNING
143 Charlotte Avenue, Suite 104
Sanford, North Carolina 27330
[phone] phone
www.jthomasengineering.com
license no. C-3389
PROFESSIONAL ENGINEER'S SEAL
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REVISIONS
AGENCY REVIEW ONLY
Scale:
NTS
Sheet:
14 of 18
Project Number:
21-002
Drawn by:
J RT
Designed by:
JRT
Reviewed by:
JRT
Date:
30 MAR 2022