20200639 Ver 1_Broad St_Plan View_20200512

10 20 40200
PLANS SCALE: 1"=20'
DO NOT USE FOR CONSTRUCTION
PRELIMINARY PLANS SUNGATE DESIGN GROUP, P.A.ENG FIRM LICENSE NO. C-890TEL [phone]RALEIGH, NORTH CAROLINA 27606905 JONES FRANKLIN ROAD2020 SUNGATE DESIGN GROUP, P.A. THIS DRAWING AND ALL REPRODUCTIONS OF IT ARE THE SOLE PROPERTY OF SDG. REPRODUCTION OR OTHER USES OF THIS DRAWING WITHOUT WRITTEN CONSENT OF SDG IS NOT PERMITTED.SHEET NO.CC401
REVISIONS:
REVIEWED BY:
RCH
DRAWN BY:
DATE:
DRAWING NAME:
JGD
1083-20003
BROAD ST_Rdy_psh_C401
03/03/2020
PROJECT# :BROAD ST CULVERT REPLACEMENTCARRBORO, NCPLAN VIEW5/12/2020BROAD ST_Rdy_psh_C401.dgnrhoward3863873883
8
8
388388389389
3
8
93903903903
9
0390
3913913913913913913
9
1
3913913913923923
9
2
3923923923933933
9
3
3933933933933943943943943943943943953953953953
9
5
395395395395396396396396396396
3963963973973
9
73973973
9
7
398398398398398398399399399399
3993994004004004
0
0
400400401401401401
4014014014024024
0
2402 402402402402402402403403403403403403
403403403403403404404404
40440
4
404404404404404
404404404405405405405405405405405 405405405
405405406406406406406
406406406 406406406406
4074074074074074
0
74074
0
7 4074074074074074
0
8408408408 408408408408408408
408408408409409409409409409409409409 409409 4094104104104
10410410 4104104104104104104114114114114
11411 411411411
4114114124124124
1
2
412412 412412 412412
413413413413
413413 41341341341341441441441
4
4
1
4414414414 414415415415415415415415415416416416416
4
1
6416416416 416416417417417417
4
1
7417 4174184184184184
18 418419419419419
419 4194194204204204
2
0
4
2
0 4204204
2
1 421421421421 4214
2
1 421422422422422422422422423423423423424424424424424424424425425425425426426
426426427427
428432baPaIaIaI
2" MTL. (OWASA)
(CORRODED)SVC (DOMINION)SVC (DUKE)
2" PLAS. (OWASA)
WATERLINE
EXPOSED
(TWC)(T
WC)(TWC)EOIEOI2 1/4" PLAS.
Elv. 399.69'
TH 1
2" PLAS. (DOMINION)
2" MTL.
Elv. 398.67'
TH 2
SVC (AT&T)
SVC (AT&T)
SVC (AT&T)
SVC
(AT&T
)
SVC (AT&T)(DOMINION)SVC
(DUKE)SVC (DUKE)SVC (OWASA)
2" PLAS.
15" HDPE
36" HDP
E
36" HDP
E
36" HDP
E
BL-2
BL-1
BL-3
WOODED
WOODED
WOODED
WOODED WOODED WOODED
(P.B. 1 PG. 21)
BROAD STREET - 46' PUBLIC R/W
EIR EIR EIP EIR
EIP
EIP
7" TREE
10" TREE
7" TREE
12" TREE
10" TREE
19" TREE
BLOCK E
LOTS 19 & 20
P.B. 1 PG. 21
D.B. 817 PG. 163
SALLIE WILLIAMS
PIN # 9778985122
BLOCK A
LOTS 13 & 14
P.B. 1 PG. 21
& WANDA A. EDWARDS
JACQUELINE D. FOUSHEE
PIN # 9778987309
BLOCK A
LOTS 11 & 12
P.B. 1 PG. 21
D.B. 5504 PG. 147
& MARK A. DAVIS
E. LANCE UNDERWOOD, JR.
PIN # 9778987315
BLOCK A
LOTS 9 & 10
P.B. 1 PG. 21
D.B. 5741 PG. 153
& ARDYS G. PALMER
REED N. PALMER
PIN # 9778987330
BLOCK A
LOTS 7 & 8
P.B. 1 PG. 21
D.B. 4922 PG. 318
CHRISTEN CAMPBELL
MATTHIEU CAMPBELL &
PIN # 9778987204
BLOCK A
LOTS 3, 4, 5 & 6
P.B. 1 PG. 21
D.B. 6088 PG. 559
CAROLE FALTERMEIER
PIN # 9778987139
D.B. 3591 PG. 51
LESLIE MONTANA
MARC SERRE &
PIN # 9778984138
BLOCK E
LOTS 30, 31 & 32
P.B. 1 PG. 21
D.B. 4117 PG. 158
JOHN M. KURTZ
PIN # 9778985410
404 BROAD ST
DWELLING
409 BROAD ST
DWELLING CONC. DRIVEWAYCONC. DRIVEWAYCONC. DRIVEWAYCONC. DRIVEWAYFES
RET. WALL
TIMBER
ENDWALL
CONC.
ENDWALL
CONC.
INV=391.19
INV=390.93
INV=390.83
INV=391.32
INV=391.22
INV=391.16
393.85
INV=
397.42
INV=INV=397.94
GRAVEL SURFACE
GRAVEL SURFACE
SIGN
GUY
GUY
FFE=396.38
410 BROAD ST
DWELLING
FFE=402.16
408 BROAD ST
DWELLING
FFE=410.66
406 BROAD ST
DWELLING
24" VCP NC GRIDNAD 83 NA 2011NAVD 88
NAD 83 (2011)
Z 414.61
E 1979644.31
N 788524.47
NAVD 88
NAD 83 (2011)
Z 404.64
E 1979664.32
N 788426.18
NAVD 88
NAD 83 (2011)
Z 423.37
E 1979676.40
N 788161.75
DRIVEWAY
GRAVEL TANYARD BRANCHT
ANYAR
D BRANC
H12"
H
D
PE402.23
INV=
INV=404.56
(P.B. 1 PG. 21)
BROAD STREET - 46' PUBLIC R/W
24" HDPE
INV=395.67
TREE
19"
EIP
46' R/W
46' R/W
TREE
30"
TREE
RED BUD
BIRCH
RIVER
PLUG PIPE
PIPE
PLUG
40 LF
FLOW-FILL
SEE DETAIL 2
EST 24 TONS
w/ CL I RIPRAP
OUTLET CHANNEL
6
0
L
F @
4.3
3
%5
4"
R
C
P-III
HW
SEE DETAIL 3
EST 40 SY CFM
w/ COIR FIBER MATTING
SPEC LAT 2' BASE DITCH
( Not to Scale)
PIPE OUTLET CHANNEL
DETAIL 2
FROM STA. 11+69 TO STA. 11+89 -EL- LT
Ground
Natural
Ground
Natural
(Variable)
CHANNEL BED
Type Liner=Class I Rip-Rap
d=2.5 Ft.
Length=16 Ft.EXI
STI
NG BANKEXISTING BANKMIN. 2:1 TO TIEMI
N. 2:
1 TO TI
Ed
d 2:1B
D
( Not to Scale)
Flatter2:1 or
SPECIAL LATERAL 2' BASE DITCH
FROM STA. 11+75 TO STA. 12+12 -EL- RT
Slope
Fill
DETAIL 3
B=2.0 Ft.
d=1.0 Ft.
Min. D=1.5 Ft.
Type of Liner=Coir Fiber Matting
Ground
Natural
Matting
Coir Fiber
2:12:1D
( Not to Scale)
PIPE INLET CHANNEL
B
d
FROM STA. 12+11 TO STA. 12+54 -EL- RT
DETAIL 1
B=4.0 Ft.
d=2.5 Ft.
Min. D=2.5 Ft.
*When B is < 6.0'
Type of Liner=Coir Fiber Matting (CFM)
Ground
Natural
Ground
Natural
SEE DETAIL 1
EST 125 CY DDE
EST 107 SY CFM
50 LF @ 6.0%
MAT. ON BANKS
w/ COIR FIBER
INLET CHANNEL
Matting
Coir Fiber
SEE DETAIL SHEET C103C
ROCK CROSS-VANE
30'R
GRADE TO DRAIN
EST 21 CY UNCOMPACTED BACKFILL
EST 13 CY COMPACTED BACKFILL
EST 16 CY IMPERVIOUS SELECT MATERIAL
STREAM PLUG
INV=393.3
INV=395.9POT Sta. 10+00.00PI Sta. 11+23.24PI Sta. 12+60.05PI Sta. 14+00.27POT Sta. 14+50.2710+00
11+00 12+00 13+00
14+00-EL-
10'
11+58 -EL-
BEG GRVL. PAVE.
12+69 -EL-
END GRVL. PAVE.
5'R
5'R
PANEL
CONC. DRIVEWAY
REMOVE & REPLACE
3'R
5'R
F
F
C
C
C
F
F F
F F