HomeMy WebLinkAbout20200699 Ver 1_Broad St Buf_SW Premit Drawings_20200527_20200527CPROJECT LENGTH
STATE
N.C.
DESIGN DATA Prepared in the Office of:GRAPHIC SCALES
PUBLIC WORKS
TOWN OF CARRBORO
C-890
NGINEERI
AOPRO
C
CPR ITGUNISESSNOAE
OFNOTE IESDGN UROGP
P.A.
EIL N.
G
C.RAH,
LA NGH AROLIRT
N
OANR 1
SHEET
NO.
TOTAL
SHEETS
SIGNATURE:
P.E.
PROJECT ENGINEER
JOSHUA G. DALTON, P.E.AIN
HT
OR LR
O
CA
ROFESSI
ON
26971
GE
NREINE
SEALPNAL
NOTLAD .G
AUHS
OJ
SUNGATE DESIGN GROUP, P.A.
ENG FIRM LICENSE NO. C-890
TEL (919) 859-2243
RALEIGH, NORTH CAROLINA 27606
905 JONES FRANKLIN ROAD
--
DO NOT USE FOR CONSTRUCTION
PRELIMINARY PLANS
NOT TO SCALE
VICINITY MAP
2020 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.10 20 4020
10 20 4020
5 105
0
0
0
PROFILE (HORIZONTAL)
PLANS
PROFILE (VERTICAL)
LOCATION:
TYPE OF WORK:
0
00
INDEX OF SHEETS
2.5
TO THE LIMITS ESTABLISHED BY METHOD II
CLEARING ON THIS PROJECT SHALL BE PERFORMED
STANDARDS
TOWN OF CARRBORO
______________________________
AND DESIGN, APRIL 2015
SPECIFICATIONS, STANDARDS
OWASA - MANUAL OF
______________________________
STANDARD SPECIFICATION
NCDOT - JANUARY 2018
SITE
CULVERT REPLACEMENT
BROAD STREET
BROAD STREET NORTH OF HILL STREET
Hill
SunsetDr.SykeSt.St.
P leasant
GreensboroMit
c
h
ell
GrahamCraig St.
Short
St.LloydSt.Broad St.
Sta. 10+00.00 -DET-
BEGIN CONSTRUCTION
Sta. 11+39.54 -DET-
END CONSTRUCTION
BROAD STREET
BROAD STREET
RELOCATION, PLANTING, & EROSION CONTROL
CLEARING & GRUBBING, GRADING, DRAINAGE, UTILITY
UTILITY DETAILSU201
UTILITY PLANU101
EROSION CONTROL DETAILSE301
STREAMBANK REFORESTATION PLANE201
FINAL GRADE E&SC PLANE104
DETOUR E&SC PLANE103
CULVERT PHASING PLANE102
CLEARING & GRUBBING E&SC PLANE101
CROSS SECTIONSC501
PROFILE SHEETC402
PLAN SHEETC401
DETOUR PLAN & PROFILEC301
EASEMENT PLANC203
DEMOLITION PLANC202
EXISTING CONDITIONSC201
PLAN DETAILSC103
GENERAL NOTES & TYPICALSC102
SYMBOL LEGENDC101
05-27-2020
BUFFER AND SURFACE WATER IMPACTS PERMIT
SHEET 01 OF 02
PERMIT DRAWING
NC GRIDNAD 83 NA 201160
LF @
4.33
%54"
R
C
P-III.58.44
1772
SouthGreensboroSt.RailwayPANEL
CONC. DRIVEWAY
REMOVE & REPLACE
SHORING
TEMPORARY
DO NOT USE FOR CONSTRUCTION
PRELIMINARY PLANS SUNGATE DESIGN GROUP, P.A.ENG FIRM LICENSE NO. C-890TEL (919) 859-2243RALEIGH, 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.CPRM02
REVISIONS:
REVIEWED BY:
RCH
DRAWN BY:
DATE:
DRAWING NAME:
JGD
1083-20003
BROAD ST_Hyd_prm_02
03/03/2020
PROJECT# :BROAD ST CULVERT REPLACEMENTCARRBORO, NCBUFFER & SURFACE WATER IMPACTS5/27/2020BROAD ST_Hyd_prm_psh_02.dgnrhowardSHEET 02 OF 02
PERMIT DRAWING
5 10 20100
PLANS SCALE: 1"=10'
15" HDPEWOODED
WOODED
WOODED
WOODED WOODED WOODED
(P.B. 1 PG. 21)
BROAD STREET - 46' PUBLIC R/W
EIR 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
D.B. 3591 PG. 51
LESLIE MONTANA
MARC SERRE &
PIN # 9778984138
404 BROAD ST
DWELLING
409 BROAD ST
DWELLING CONC. DRIVEWAYCONC. DRIVEWAYCONC. DRIVEWAYFES
393.85
INV=
397.42
INV=INV=397.94
GRAVEL SURFACE
GRAVEL SURFACE
SIGN
GUY
GUY
24" VCP
TANYARD BRANCHT
ANYARD
B
R
ANC
H12"
H
D
PE402.23
INV=
INV=404.56
24" HDPE
INV=395.67
TREE
19"
EIP
TREE
30"
TREE
RED BUD
BIRCH
RIVER
PLUG PIPE
PIPE
PLUG
40 LF
FLOW-FILL
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
SEE DETAIL 1
EST 125 CY DDE
EST 107 SY CFM
50 LF @ 6.0%
MAT. ON BANKS
w/ COIR FIBER
INLET CHANNEL
30'R
INV=393.3
INV=395.9
SEE DETAIL 2
EST 46 SY GFD
EST 27 TONS
w/ CL I RIPRAP
OUTLET CHANNEL
(TYPICAL)
30' BUFFER ZONE 2
TOWN OF CARRBORO
(TYPICAL)
BUFFER ZONE 2
JORDAN LAKE 20'
ZONE 1 (TYPICAL)
OF CARRBORO 30' BUFFER
JORDAN LAKE & TOWN
GRADE TO DRAIN
SELECT MATERIAL
EST 16 CY IMPERVIOUS
STREAM PLUG
11+00 12+00 13+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
ZONE 2
CONTROL
TEMP. EROS.
ZONE 1
EXCAVATION
ZONE 2
EXCAVATION
ZONE 1
FILL
ZONE 1
FILL ZONE 1
CONTROL
TEMP. EROS.
ZONE 1
CONTROL
TEMP. EROS.
ZONE 1
FILL
DETOUR
TEMP.
TRANS. FACILITY
LIMITS OF EXIST.
ALLOWABLE IMPACTS ZONE 1
ALLOWABLE IMPACTS ZONE 2
S S SURFACE WATER
DENOTES IMPACTS IN
TS TS
IMPACTS IN SURFACE WATER
DENOTES TEMPORARY
ZONE 1
CONTROL
TEMP. EROS.
IMPACT
TEMP. SW
IMPACT
PERM. SW
IMPACT
PERM. SW
IMPACT
TEMP. SW
F
F
C
C
C
F
F F
F F