81-1069 Civil Storm Plan and Details.pdf

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1 3 1 4 1 5 1 6 1 7 1 8 1 9 1 10 1 11 1 12 1 13 1 14 1 15 1
STORM SEWER GENERAL NOTES
STORM SEWER INSTALLATION CONSIDERATIONS
PRIOR TO THE CONSTRUCTION OF, OR CONNECTION TO ANY
STORM DRAIN OR ANY OTHER ELEVATION SENSITIVE UTILITY, THE
CONTRACTOR SHALL EXCAVATE, VERIFY AND CALCULATE ALL POINTS
OF CONNECTIONS AND ALL UTILITY CROSSINGS. THE CONTRACTOR
SHALL INFORM THE ENGINEER AND THE OWNER OF ANY CONFLICT
OR REQUIRED DEVIATIONS FROM THE PLAN. THE ENGINEER AND
OWNER WILL BE HELD HARMLESS IN THE EVENT THE ENGINEER
AND OWNER ARE NOT NOTIFIED OF A DESIGN CONFLICT.
N
FLARED END SECTION #D6
(RE: H 1 -0572) IP
FL IN= 535.50
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INSTALL 18 L.F. OF 18" RCP
(CLASS III) @ 0.25% SLOPE- 'v
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INSTALL 103 L.F. OF 18 HDPE
a- (TYPE S) @ 0.10% SLOPE
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SIGNATURE DATE: 01/17/2024
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FL OUT= 534.20 , , - K C0 Q
30 OA
INSTALL 64 L.F. OF HDPE INSTALL 33 L.F. OF 8 HDPE / � � Q �
COMBO INLET #C3- � I I / I D age
\ \ RE:A8, H8-0572 (TYPE S) @ 2.62% SLOPE (TYPE S) @ 7.56% SLOPE 26" OAK Q N
\ ( )
RIM = 544.00 J�'_
�\ \ FL OUT= 540.35 _ INSTALL 44 L.F. OF 18" HDPE \ C:\ 024" OAK * m
��(TYPE S) @ 0.55% SLOPE � o
TIE TO UNDERGROUND #B3 \ \ N Q
LU
\ INSTALL 157 L.F. OF 18 HDPE D ( _ ) \ 26" OAK
0 0 00
�\ �O FL OUT- 534.50 / I �
(TYPE S) @ 0.20% SLOPE - ST ST \ \ M
6 ° RIP -RAP OUTLET
I
53 • i PROTECTION \ II I FL (8")= 534.35 TIE TO UNDERGROUND #C1 3
(RE: H8-0571)
. • � �II � OIL/WATER SEPARATOR \ FREINCS74) 536.00 (C2) \ I \
\ ° \ QT PROVIDED, GC INSTALLED o o
\ \ \ (RE: FUEL FOR INSTALL AND 7-s TOP: 544.76 \
HEADWALL #A1 r COMMISIONING) INSTALL BOTTOM INLET <° °
COMBO INLET #D5 a (RE: Al -0572) \\ \ O; FL IN: 539.30 \ I \ FL (4"): 539.50 Sa ita
RE: A8 H8-0572 FL OUT= 532.80 (A2) \\ \ \ I e FL OUT: 538.80 °m ° I ��s \ \ /nRi =A
�\ Q
-RIM = 540.00 MANHOLE #A2 OO� \I I -110 L.F. OF 6" \ 0 \ Inv =
FL IN= 535.46 (D6) \ \\ �\\ (RE: H1 , H8-0573) INSTALL f 1 16 L.F. OF 6" HYDROBLOCK \
FL OUT= 535.40 \ BRIM = 545.25 INSTALL 22 L.F. OF 36 \ RCP SDR-35 PVC @ 1.5% SLOPE � TRENCH DRAIN \ I'
(CLASS III) @ 1.00% SLOPE \\\ FL IN= 533.22 (A3) I C]�°� �� (RE: L6-0540)
37 L.F. OF 12" HYDROBLOCK \ \ \ \ FL IN= 533.34 (B1) \p I �� \ - _ - \ 0 1
TRENCH DRAIN \ \�\FL OUT X533.02 c 4 SDR-35 PVC @ MIN. I 550
(RE: L1 -0540) v� \ \� I \�, �S' 1 .0% SLOPE, TYP. \
SS ss INSTALL 171 L.F. OF 36" HDPE I e I \ \ 1 I
(TYPE S) @ 1.00% SLOPE z ` Oi\ ° >, < °
. �r �\ \ I ° I FL (8 )= 537.20T A
\ INSTALL f 164 L.F. \ \ CLEANOUT
/ CLEANOUT s \ OF 6" SDR-35 PVC \ I� (RE: F1 1-0500)
a @ 2.0% SLOPE' OLL 0\
I „
(RE: F1 1 -0500) I\\ I FL (6 )= 542.32 _ Ci
� � I
FL (8")= 540.40 J • L\\ - - - INSTALL ±43 L.F. OF 8" / ° �2
I �• \
is \ 81> SDR-35 PVC @ 5.0% SLOPE ji aS I 30" OAK Lij
CLEANOUT
I 0000 �' \
m I (RE: F1 1-0500)
I FL (6")= 542.12
000
I / CLEANOUT
X (RE: F1 1-0500)
Fn I o o O O Oil l is \ / FL (4")= 544.45
P
D �° INSTALL STALL f 160 L. F.
o � z 4 SDR-35 PVC @ MIN. „
\ � 1.0% SLOPE, TYP. OF 8 SDR-35 PVC
/ I o U@ 2.0% SLOPE
I � H
0 0- I I \
O Oil �\ ED O
� J.S
� F \ \, __�I \\C
LIJ o MANHOLE #D4 oy �� INSTALL 4" STORM DRAIN
Of (RE: H 1, H8-0573) F
N RIM = 540.90 \ I TO ISLANDS @ 1.0%
- FL IN= 535.30 (D5)\ \ ` SLOPE, TAP. OF 2
E FL OUT= 535 20 ( I (RE: Al -L500) \
\ \ ` N1F FWATER QUALITY UNIT #131 \0000
Millie C. Fleming (RE. Al -0573) \ 411t18" OAK
\\ \ \ PIN: 02J11003A CONTRACTOR TO INSTALL SNOUT STORMWATER RIM = 547.00 \- I
1 \ DB. 8504, PG. 454 QUALITY SYSTEM (RE: Al -0576) ON OUTFALL FL IN= 534.15 (B2) p
Zone: SFR-3 PIPE PER MANUFACTURER DIRECTIONS. FL OUT= 533.65 _ op
INSTALL 11 L.F. OF 18 HDPE
COMBO INLET W/ SNOUT #C2 \ \ (TYPE S) @ 0.50% SLOPE
(RE: L1 1 -0540; A8, H8-0572) - I//
RIM = 544.20 -
I OUTLET CONTROL STRUCTURE #B2
II \\ I
FL IN= 538.66 (C3),\ \ //-(RE: A8-0573) \
FL OUT= 538.46 RIM - 547.00 1
d'� \\� SUMP= 534 46 'RIM
IN= 534.25 (133)
\ \ ~ _0)
d
� Q U
FL (8")= 539.35 co
TIE TO UNDERGROUND #D1
(RE: C574)
9
FL IN= 534.50 (D2) UGE TFR
INSTALL f 108 L.F.
OF 6" SDR-35 PVC U T UGT u /
@ 2.0% SLOPE
\ I I INSTALL 127 L.F. OF 24" HDPE O
(TYPE S) @ 0.10% SLOPE I cS
I A
,IV -I v \
\ \ ° • ° 0 / INSTALL f 104 IL.F.
Q E LO OF 6" SDR-35 PVC
z is @ 2.0% SLOPE \
INSTALL 78 L.F. OF 18" HDPE \ s I I I �j► (�j►
(TYPE S) @ 0.13% SLOPE \ -
�� \� \ INSTALL 196 L.F. OF 30" HDPE
\ ° (TYPE S) @ 1.28% SLOPE
\ ` \
U
o D
�
OHE \
°' COMBO INLET W/ SNOUT #D3 MANHOLE #A3
t (RE: L1 1-0540; A8, H8-0572) 0 (RE: H1, 1­18-0573) ugfo mHF nHF E
I
o RIM = 543.75 u RIM = 545.80 ugfo NSTALL 281 L.F. OF 24 HDPE
C \ FL IN= 535.10 (D4) FL IN= 535.13 (A4) -(TYPES) @ 0.10% SLOPE _ COMBO INLET #D2�
FL OUT= _ (RE: A8, H8-0572)FL IN= 537.20 (CANOPY) 534.93
FL OUT= 535.02 RIM = 544.80
SUMP= 531.02 `"
13" AC w FL IN= 534.74 (D3)
X � � �C a=cret=S;dewa FL OUT= 534.63
0 \ SanitaryA4W- - -
y im=541.58 CONTRACTOR TO INSTALL SNOUT _
° B - yo In SE=536.71 STORMWATER QUALITY SYSTEM
o _
-(RE: Al -0576) ON OUTFALL PIPE
i PER MANUFACTURER DIRECTIONS.
0),t 'DIP
0
q ° MARSHVILLE BOULEVARD (U.S. Highway 74)
0 (150 Foot Public Right -of -Way)
LLJ �T c
LL -
c.
S
\
\\ 0
FFE=547.00 \\
°
\
INSTALL 4" LEADER
°
C.O. TO ROOF DRAINS \ c.
@ 1.0% SLOPE
u
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1 1 2 1 3 I 4 1 5 1 6 I 7 1 $ I 9
o
CONVERT TO MANHOLE LID
#E1
\
/
(RE: H8-0573)
RIM = 545.02
FL IN= 541.06 (P1)
o
I
I 27' Fr t MANHOLE #A4
(RE: H1, H8-0573)
- '
�'
RIM = 545.35
COMBO INLET #P1 0En
FL IN= 537.63
(RE: Al, A8, H8-0572)
FL OUT= 537.63
O
RIM = 544.34
FL OUT= 541.16-
/
ss
°
=545.
throat=54 .
GAS
7nv=541.0
' uHi OHi
H-INSTALL 9 L.F. OF 15" RCP
OHE
(CLASS IV) @ 1 .08% SLOPE= _a „
ugfo uq
OHE
ugfo
gfo
// °
f
-Traffic
CLCB ®
Sign
TG=543.90
,
/nv W=538.45 13
Con Cj e Sidewa
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Store
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1 10 1 11 1 12 1
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© COPYRIGHT QUIKTRIP CORPORATION 2011
ANY UNAUTHORIZED USE, REPRODUCTION,
PUBLICATION, DISTRIBUTION, OR SALE IN
WHOLE OR IN PART, IS STRICTLY FORBIDDEN.
PROTOTYPE: P-113 (02/01/23)
DIVISION:
VERSION: 001
DESIGNED BY: JES/WDE
DRAWN BY: JES
REVIEWED BY: WDE
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SHEET TITLE:
STORM PLAN
SHEET NUMBER:
C120
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1 2 3
ALTERNATE WALL
Q CONFIGURATION /
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L = LENGTH ~
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SECTION
SEE STD. 20.23 AND 20.24
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END VIEW
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NTS
1 2
4 5 6 7
TABLE OF DIMENSIONS
D
T
A
B
C
E
L
WT.
12"
2-1/4"
4"
2'-0"
4'-1 "
2'-0"
6'-1 "
730
15"
2-1/4"
6"
2'-3"
3'-10"
2'-0"
6'-1 "
730
f
18'
f1
2-1/2
If
9
I "f
2 -3
3'-10
"
3 -0
f
6'- 1 '
1190
24"
3"
10"
3'-8"
2'-6"
4'-0"
6'-2"
1770
30"
3-1/2"
1'-O"
4'-6"
1'-8"
5'-0"
6'-2"
2380
36"
4"
1'-3"
5'-3"
2'-11"
6'-0"
8'-2"
5320
42"
4-1/2"
1'-9"
5'-3"
2'-11"
6'-6"
8'-2"
5920
48"
5"
2'-0"
6'-0"
2'-2"
7'-0"
8'-2"
7470
54"
5-1/2"
2'-3"
5'-6"
2'-10"
7'-6"
8'-4"
8810
60"
6"
2'-6"
5'-0"
3'-3"
8'-0"
8'-3"
11180
66"
6-1/2"
3'-0"
6'-0"
2'-3"
8'-6"
8'-3"
12530
72"
7"
3f_0"
6f_6"
1 f_9"
9f_Off
8_3'
13980
GENERAL NOTES:
1. SEE FORMER NCDOT STANDARD 310.01 FOR DETAILS.
2. REINFORCEMENT SHALL CONFORM TO THE REQUIREMENTS
OF REINFORCED CONCRETE PIPE OF LIKE DIAMETER PER
AASHTO M 170, TABLE 2, WALL B.
3• ALL CONCRETE TO BE 3600 P.S.I COMPRESSIVE STRENGTH.
4. PROVIDE TONGUE OR SPIGOT JOINT AT INLET END SECTION.
5. PROVIDE GROOVE OR BELL JOINT AT OUTLET END SECTION.
6. THE DIMENSIONS FOR END SECTIONS SHALL SUBSTANTIALLY AGREE
WITH THE TABLE. MINOR VARIATIONS WILL BE PERMITTED BASED
ON THE MANUFACTURER'S STANDARD FORMS AND TEMPLATES.
7. NOT TO BE USED IN NCDOT MAINTAINED RIGHT OF WAY.
FARED END SECTION
12 THRU 72" PIPE
9' SLOPE AS INDICATED ON PLANS
PLACE GROOVE OR
BELL END OF PIPE
TO FACE OF WALL
S
N_
CP;
CONC.
PIPE #4-BARS
ch 0 12 fr
B
(IF CONST. JOINT IS USED) DOWEL
END ELEVATION BAR-"X"
NOT TO SCALE
20.22 1 1
DOWELS IN ENDWALL WITH REINFORCED CONCRETE PIPE
LOC.
PIPE
DIA.
SINGLE PIPE
DOUBLE PIPE
15
18
24
30
36
42
48
15
18
24
30
36
42
4811
BARS
Xrf
nXn
"Xff
Xrr
Xrr
Xrr
Y*
Xrf
Y*
ffXff
ffXff
ffXfr
"X"
rrXff
ffXff
Y*
ffXff
Y*
G
QTY.
2
2
3
3
4
4
2
5
2
2
2
3
3
4
4
2
5
2
M
QTY .
-
-
-
-
-
1
1
2
2
2
2
3
G
QTY. .
2
2
3
3
4
4
5
2
2
3
3
4
4
5
TOTAL LBS.
9
9
14
14
19
55
65
12
12
19
19
23
77
92
DIMENSIONS AND CONCRETE QUANTITIES
USING CONCRETE PIPE
COMMON DIMENSIONS
SINGLE PIPE
DOUBLE PIPE
D
H
B
G
T
S
L
YD3
M
L
YD3
15"
3f-3ff
1'-8f1
2f-9"
2IZ4"
9/2ff
5'-6"
0.7
2'-2"
7'-8"
1.0
18"
3'-7"
1'-10"
3'-2"
2/2"
10"
6'-4"
1.0
2'-7"
8'-11"
1.3
24"
4'-2"
2'-1"
4'-0"
3"
10"
8'-0"
1.5
3'-5"
11'-5"
2.0
30"
5'-Off
2'-6"
4'-7ff
41/ ff
11 /2ff
9f-2ff
2.3
4'-3"
13'-5"
3.1
36"
5'-8"
2'-8"
5'-6"
43/4"
11 /2"
11'-0"
3.4
5'-0"
16'-0"
4.5
42"
6'-2"
3'-1"
6'-4"
51/4"
11/2"
12'-8"
4.5
5'-10"
18'-6"
6.0
48"
6'-9"
3'-5"
7'-2"
53/4"
11 /2"
14'-4"
6.0
6'-8"
21'-0"
8.0
*SEE SHEET 3
G�
7
E
BACK OF CURB
FBI -
PLAN
X
10
SECTION Y-Y
RISER HT.
VARIES
o
0 6"
WHERE 30" TO 36" PIPE IS USED
RISER HT.
WHERE 42" TO 54" PIPE IS USED
DETAIL SHOWING METHOD
OF RISER CONSTRUCTION
11
SECTION X-X
12
13
14
GENERAL NOTES:
Z
USE CLASS "B" CONCRETE THROUGHOUT.
U)
PROVIDE ALL CATCH BASINS OVER 3'-6" IN DEPTH WITH STEPS 12"
Q Q
ON CENTER. USE STEPS WHICH COMPLY WITH STD. DRAWING 840.66.
OPTIONAL CONSTRUCTION - MONOLITHIC POUR, 2" KEYWAY, OR #4 BAR DOWELS AT
= IU
12" CENTERS AS DIRECTED BY THE ENGINEER.
LL -i O I --I
Z
USE FORMS FOR THE CONSTRUCTION OF THE BOTTOM SLAB.
O O U) =
� -
Z
IF REINFORCED CONCRETE PIPE IS SET IN BOTTOM SLAB OF BOX, ADD TO SLAB
LuQ LL =
AS SHOWN ON STD. NO. 840.00.
H U = O CS
USE TYPE "E", "F" AND "G" GRATES UNLESS OTHERWISE INDICATED.
I -I
� Z
= w
FOR 8'-0" IN HEIGHT OR LESS USE 6" WALLS AND BOTTOM SLAB. OVER
U F- LL O J
8'-0" TO 16'-0" IN HEIGHT USE 8" WALLS AND BOTTOM SLAB. ADJUST
C O " <
0 U)CC
QUANTITIES ACCORDINGLY.
CONSTRUCT WITH PIPE CROWNS MATCHING.
00
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CHAMFER ALL EXPOSED CORNERS 1".
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DRAWING NOT TO SCALE.
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TOP ELEVATION
7 RTFPR _ RTn_ No Ado As STEPS - STD. N0. 840.66
s„ °
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6" 0 C 7 6"
a:
D o
°
a:
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6"
T SECTION J-J
WHERE 30" TO 36" PIPE IS USED
SEE NOTE
H$ CONCRETE COMBINATION INLET
NTS
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00Z S�
�2
Lu Q Z LL 6 E �{
H U c O
6rf 6"
= z I --I #4 BARS "V"
LL) @ EQUAL SPACES
1 %2 " 1 %2 "
00cnQ 3fr II
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H
V wp R co R M Lu
Lu
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0 a -a a
(nU ��
mR m -i LL
¢ LL
it w w
co @r ih
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cr C3 1�- R: PLAN OF TOP SLAB SECTION S-S
O Z�Y
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0 `
Iz0-I f»»»] O
O 0) 6" E #8 "W" BARS #4 BAR
Q i #4 BARS "V" N
_ @ EQUAL SPACES
J W ---* - L
LLI
CL
m H L6J
Q %46a #4 BARS "U" 1 %2"
Q Z uj 00 SECTION R-R DOWEL
(� W m
1
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SHEET 1 Of 3
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PLAN
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SECTION M-M
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WHERE 42" TO 54" PIPE IS USED
Q
N
T
Z
Q
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a[
L
PLAN
Z
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EXPANSION JOINTS
F-
Q
Q
4'-6"
4'-6"
a � C-)
CD
STD. 840.03 FRAME,
� _j d = Z
GRATE & HOOD
Lu < LL
H U 1= O O
WA - U 0 J
00U)m
I
6r-0fr
Z I --I
PLAN
CL
CURB AND GUTTER WITH CATCH BASIN ON STEEP GRADES
T
w O
r
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TOP
ELEV. 6
USE ON FLAT EXPANSION JOINT
GRADES 2% AND UNDER
3' 0"I
-
13f-Orr" DEPRESSED GUTTER LINE
EXPANSION JOINT
-i
I I
I I
ELEVATION
O Z
NORMAL CURB AND GUTTER ON LIGHT GRADES
u- I --I
C3 V�
NOR GUTTER LINE
Q w
6AL
EXPANSION JOINT
FZ-I
mIL
8
TOP-4
Q ~
o_
USE ON GRADES OVER
2% ELEV.
=
Q
I DEPRESSED GUTTER LINE
a Ln
10"
6 -0'
EXPANSION JOINT
I I MAX.11 I
0
1 0 •" �.
=
Q W =
ELEVATION
H ~
Lu
NORMAL CURB AND GUTTER ON STEEP GRADES
r N
MINIMUM DIMENSIONS AND QUANTITIES FOR CONCRETE CATCH BASIN(BASED ON MIN. HEIGHT, H, WITH NO RISER)
DIMENSIONS OF BOX AND PIPE
COVER
DIMENSION
CU.YDS. CONC. IN BOX
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
TOT.CONC.
FOR
HEI MINIMUM
D
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'-0"
0.235
0.829
0.023
0.036
18"
3'-0"
2'-2"
3'-3"
0.235
0.887
0.033
0.049
24"
1 3'-0"
2'-2"
3'-9°
0.235
1.001
0.059
0.085
30"
3'-0"
2'-2"
3'-4"
4'-3"
1'-2"
4'-0"
4
1'-5"
2
3'-9"
3
3'-9"
39
0.123
0.321
1.433
0.092
0.127
36"
3'-0"
2'-2"
T-10"
4'-9"
1'-8"
4'-0"
4
1'-11"
3
1 3'-9"
1 3
1 3'-9"
1 43
1 0.161
0.358
1 1.714
1 0.132
10.178
42"
3'-0"
2'-2"
4'-5"
5'-3"
1'-5"
3'-2"
4
1'-8"
2
2'-11"
3
2'-11"
1 32
1 0.112
10.318
1 1.738
0.180
0.243
48"
3'-0"
2'-2"
5'-0"
5'-9"
2'-0"
3'-2"
4
2'-3"
3
2'-11"
3
1 2'-11"
1 35
1 0.145
10.352
1 2.052
1 0.235
10.317
54"
3'-0"
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
A$ CONCRETE COMBINATION INLET
NTS
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14
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840.02
15
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