20191283 Ver 1_Site Plans_20190924

CITY OF GREENSBORO
MELVING MUNICIPAL
OFFICE BUILDING (MMOB)
300 W. WASHINGTON ST.
GREENSBORO, NC 27401
City of Greensboro
-water Resources Departmenj
B 0
irch Creek Sewer Improvements
IN
Heights
720
Phase -1
Contract 9018�042B
Project P05964�07
NOT FOR CONSTRUCTION - FOR REVIEW ONLY
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CITY OF GREENSBORO
WATER RESOURCES DEPT. 8R
2602 S. ELM -EUGENE ST.,�.,�
GREENSBORO, NC 27406 0
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Vicinity Map
Scale: 1 " =6000'±
PROJECT LOCATION
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SEAL NOT VALID UNLESS SIGNED AND DATED
i' CONTRACT SHEET
! 1 OF 27
Know what's below.
Call before you dig.
Clty of Greensboro Underground
Locates Infomn tion/Requests
COG Water Resources Dept. -336-373-2033
GDOT Traffic Signal_-__ 336-373-2506
COG/Guilford CoJelecom 136-373-2084
COG Water Supply 336-373-5855
Tanks/Treatment Plants
GDOT Stora Water 336-373-2559
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PS
CONTROL POINT 1001-
NOR THING: 850,505.86'
FASTING: 1,801,892.37'
ELEVATION: 694.64
1 L BURLINGTON ROAD
US -70
1
q ALINE REID COOPER
5532R1 BURLINGTON RD.
MCLEANSVILLE, NC 27301
PIN# 8804299638
o ❑ PARCEL# 0119113
Q DB:3572 PG:4
O
F -D
04ARCADIS
ARCADIS GO of North Carolina, Inc.
7029 Albert Pick Road, Suite 101
Greensboro, North Carolina 27409
F.,
US TON
�a Rogo
BURCH CREEK FARM LLC
I
TANYA LEE HOBSVN GL
H C LOWDERMILK & SONS INC
RD.
p
z
CONTROL POINT 1004
NORTHING: 843,590.50'
5306 HOOPER RD340
EASTING: 1,809,485.77'
BIRCH CREEK RD.
I
/ SS
PIN# 8804696116
PI N# 8804287 65
MCLEANSVILLE, NC 27301
NORTHING: 845,236.00:
PARCEL# 0117416
f
J
PARCEL# 01191 7
C
PIN# 8804388471
DB: 6226 PG: 1416
JAMES GRANT ALLRED III
W
DB:7800 PG:14 5
5329 SHOFFNER RD.
PARCEL# 0117426
PIN#: 8804357563
x
IL
PD:87 PG 370
DB:2333 PG:484
20NING: AG
USE: RESIDENTIAL
5.59 ACRES
ANDREA GAIL WILLIAMS
BURCH CREEK FARM LLC
COVER
1
506 DEBANNE RD.
313 349 BIRCH CREEK RD.
Not to be copied or
MCLEANSVILLE, NC 27301
PIN# 8804778968
PI N# 8804287043
distributed without the
CONTROL POINT 1007
PARCEL# 0119114
DB:7195 PG.2735
c
AND SHEET
INDEX MAP
NORTHING: 847,313.08'
FASTING: 1,804,706.88'
DB: 6226 PG: 1416
W
G 3 -
ABBREVIATIONS AND
SYMBOLS/LEGEND
ELEVATION: 695.50'
a
C7
MARTHA BATEMAN
of the City of Greensboro,
I
C1 -
a
PLAN AND
PROFILE -
5424 PAISLEY FARM RD.
A -
STA 0+00 TO 10+00
a
MCLEANSVILLE, NC 27301
u
FAMILY TRUST O
SMI
ROGER WAYNE SMI
TJG REALTY OF ROCKLAND LLC
PAISLEY FARM RD.
PIN# 8804672045
513 515 CARLANN
400 BIRCH CREEK RD.
C2 -
PARCEL# 0117417
MCLEANSVILLE, NC 27301
PROFILE -
MCLEANSVILLE, NC 27301
A -
STA 10+00
TO
PIN# 8804370486
1 U10IR
C�' PIN# 8804365748
C3 -
PARCEL# 011 9106
p
PARCEL# 0119116
LINE
A -
STA 21 +00
DB:6495 PG.292
GORDON C PAISLEY LIVING TRUST
-��. DB: 8000 PG2968
5406 PAISLEY FARM RD.
rc
MCLEANSVILLE, NC27301
PIN# 880466567171
SANITARY SEWER -
PLAN AND
PROFILE -
A
A -
PARCEL# 0117433
TO
43+00
Know what's below.
1
DB:5462 PG: 1205
CONTROL POINT 1006
NORTHING: 846,515.52'
PLAN AND
PROFILE -
LINE
A -
AMERICAN EXPRESS TRAVEL RELATED SERVICES CO INC
EASTING. 1,802,215.36-
,802,215.36'ELEVATION:
Call before you dig.
401 421 BIRCH CREEK RD.
SANITARY SEWER -
PLAN AND
ELEVATION:704.89'
LINE
A -
MCLEANSVILLE, NC 27301
TO
64+00
PIN# 8804652881
C7 -
SANITARY SEWER -
XEE MOUA —
PROFILE -
LINE
PARCEL# 0117418
DB: 7164 PG: 2255
STA 64+00
TO
424 BIRCH CREEK RD.
cttyof e round
Loca I uests
C8 -
SANITARY SEWER -
PLAN AND
MCLEANSVILLE, NC 27301
LINE
A -
STA 74+50
TO
84+00
PIN# 8804464078
C9 -
SANITARY SEWER -
PLAN AND
j
PARCEL# 0117430
DB:6631 PG 2780
A -
STA 84+00
TIMOTHY WILLIAM RICH
893 WYBURN RD.
C5
PB: 47 PG: 96
MCLEANSVILLE, NC 27301
DAVID R HUNTER
PIN# 1266
423 BIRCH CREEK RD.
C10 -
SANITARY SEWER -
EL# 01
PARCEL# 0119112
PROFILE -
MCLEANSVILLE, NC 27301
A -
STA 94+00
TO
DB: 5339 :1618
IN# 8804550896
C11 -
PB:121 PG:73
1
PLAN AND
L# 0117419
LINE
A -
STA 103+00 TO 109+69.29
NPDES
- DB: 34 3:788
04ARCADIS
ARCADIS GO of North Carolina, Inc.
7029 Albert Pick Road, Suite 101
Greensboro, North Carolina 27409
F.,
US TON
�a Rogo
BURCH CREEK FARM LLC
I
AMERICAN EXPRESS TRAVEL
311 BIRCH CREEK RD.
RD.
p
z
CONTROL POINT 1004
NORTHING: 843,590.50'
MCLEANSVILLE, NC 27301
EASTING: 1,809,485.77'
MCLEANSVILLE, NC 27301
/ SS
PIN# 8804696116
CONTROL POINT 1005
2 27
NORTHING: 845,236.00:
PARCEL# 0117416
f
J
EASTI NG: 1,804,591,11 '
r..
DB: 6226 PG: 1416
JAMES GRANT ALLRED III
C1
5329 SHOFFNER RD.
C2
PIN#: 8804357563
C1
IL
DB:6149 PG:371
20NING: AG
USE: RESIDENTIAL
5.59 ACRES
1-.
BURCH CREEK FARM LLC
COVER
1
313 349 BIRCH CREEK RD.
Not to be copied or
MCLEANSVILLE, NC 27301
PIN# 8804778968
distributed without the
PARCEL# 0117423
G2 -
D
'I
AND SHEET
INDEX MAP
DB: 6226 PG: 1416
G 3 -
ABBREVIATIONS AND
SYMBOLS/LEGEND
MARTHA BATEMAN
of the City of Greensboro,
I
C1 -
SANITARY SEWER -
PLAN AND
PROFILE -
5424 PAISLEY FARM RD.
A -
STA 0+00 TO 10+00
MCLEANSVILLE, NC 27301
PIN# 8804672045
C2 -
PARCEL# 0117417
PLAN AND
PROFILE -
LINE
A -
STA 10+00
TO
DB:7560 PG:1677
1 U10IR
C3 -
SANITARY SEWER -
p
PROFILE -
LINE
A -
STA 21 +00
TO
GORDON C PAISLEY LIVING TRUST
5406 PAISLEY FARM RD.
MCLEANSVILLE, NC27301
PIN# 880466567171
SANITARY SEWER -
PLAN AND
PROFILE -
A
A -
PARCEL# 0117433
TO
43+00
Know what's below.
1
DB:5462 PG: 1205
SANITARY SEWER -
PLAN AND
PROFILE -
LINE
A -
AMERICAN EXPRESS TRAVEL RELATED SERVICES CO INC
TO
53+00
Call before you dig.
401 421 BIRCH CREEK RD.
SANITARY SEWER -
PLAN AND
PROFILE -
LINE
A -
MCLEANSVILLE, NC 27301
TO
64+00
PIN# 8804652881
C7 -
SANITARY SEWER -
PLAN AND
PROFILE -
LINE
PARCEL# 0117418
DB: 7164 PG: 2255
STA 64+00
TO
74+50
cttyof e round
Loca I uests
UILFORD COUNTY°C C A C3
5329 R1 SHOFFNER RD. Y
MCLEANSVILLE, NC 27301
PIN# 8804452921
PARCEL# 0117435
PB:141 PG 25
Design & Consultancy
for natural and
built assets
Tel: [phone]
www.arcadis.com
License No. C-1869
DAVID E ARNOLD
507 BIRCH CREEK RD.
MCLEANSVILLE, NC 27301
PIN# 8804643870
PARCEL# 0117400
DB:4391 PG: 655
I
AMERICAN EXPRESS TRAVEL
(
RD.
p
z
CONTROL POINT 1004
NORTHING: 843,590.50'
SHDFFREik
EASTING: 1,809,485.77'
MCLEANSVILLE, NC 27301
/ SS
,
CONTROL POINT 1005
2 27
NORTHING: 845,236.00:
f
J
EASTI NG: 1,804,591,11 '
ELEVATION: 656.36'
JAMES GRANT ALLRED III
C1
5329 SHOFFNER RD.
C2
PIN#: 8804357563
IL
DB:6149 PG:371
20NING: AG
USE: RESIDENTIAL
5.59 ACRES
Design & Consultancy
for natural and
built assets
Tel: [phone]
www.arcadis.com
License No. C-1869
DAVID E ARNOLD
507 BIRCH CREEK RD.
MCLEANSVILLE, NC 27301
PIN# 8804643870
PARCEL# 0117400
DB:4391 PG: 655
SHEET INDEX MAP
CONTROL POINT 1003
NORTHING: 849,361.39'
EASTING: 1,808,752.28'
ELEVATION: 687.99'
I
AMERICAN EXPRESS TRAVEL
(
RELATED SERVICES CO INC
`
z
CONTROL POINT 1004
NORTHING: 843,590.50'
401 REAR BIRCH CREEK RD.
EASTING: 1,809,485.77'
MCLEANSVILLE, NC 27301
/ SS
,
PIN# 8804758527
2 27
0218158
f
J
C 1ARCEL#
313:7164 PG:2255
SHEET NO
DESCRIPTION
C1
C2
IL
SHEET INDEX MAP
CONTROL POINT 1003
NORTHING: 849,361.39'
EASTING: 1,808,752.28'
ELEVATION: 687.99'
AMERICAN EXPRESS TRAVEL RELATED
SERVICES CO INC
640 KNOX RD RD.
MCLEANSVILLE, NC 27301
PIN# 8804858071
PARCEL# 0117383
DB:7164 PG 2251
O
9
NDEX
TO CONTRACT D RAW I N G S
s
CONTRACT SHEET
of
`
z
CONTROL POINT 1004
NORTHING: 843,590.50'
\I
EASTING: 1,809,485.77'
ELEVATION: 623.79'
I
/ SS
,
2 27
SHEET NO
DESCRIPTION
SENSITIVE INFORMATION
G1 -
COVER
Not to be copied or
distributed without the
G2 -
INDEX TO CONTRACT DRAWINGS
AND SHEET
INDEX MAP
express written permission
G 3 -
ABBREVIATIONS AND
SYMBOLS/LEGEND
of the City of Greensboro,
.N.
C1 -
SANITARY SEWER -
PLAN AND
PROFILE -
LINE
A -
STA 0+00 TO 10+00
C2 -
SANITARY SEWER -
PLAN AND
PROFILE -
LINE
A -
STA 10+00
TO
21 +00
1 U10IR
C3 -
SANITARY SEWER -
PLAN AND
PROFILE -
LINE
A -
STA 21 +00
TO
32+00
C4 -
SANITARY SEWER -
PLAN AND
PROFILE -
LINE
A -
STA 32+00
TO
43+00
Know what's below.
C5 -
SANITARY SEWER -
PLAN AND
PROFILE -
LINE
A -
STA 43+00
TO
53+00
Call before you dig.
C6 -
SANITARY SEWER -
PLAN AND
PROFILE -
LINE
A -
STA 53+00
TO
64+00
C7 -
SANITARY SEWER -
PLAN AND
PROFILE -
LINE
A -
STA 64+00
TO
74+50
cttyof e round
Loca I uests
C8 -
SANITARY SEWER -
PLAN AND
PROFILE -
LINE
A -
STA 74+50
TO
84+00
COG Water R ces D —373-2033
GDOT il r -373-2606
COG/Guilfor —373-2084
C9 -
SANITARY SEWER -
PLAN AND
PROFILE -
LINE
A -
STA 84+00
TO
94+00
COG Wate S —373-5855
Tanks/ e
GDOT Sto a —373-2569
C10 -
SANITARY SEWER -
PLAN AND
PROFILE -
LINE
A -
STA 94+00
TO
103+00
C11 -
SANITARY SEWER -
PLAN AND
PROFILE -
LINE
A -
STA 103+00 TO 109+69.29
NPDES
C12 -
SANITARY SEWER -
PLAN AND
PROFILE -
LINE
B -
STA 0+00 TO 10+00
General Permit
C13 -
SANITARY SEWER -
PLAN AND
PROFILE -
LINE
B -
STA 10+00
TO
20+00
Applies
C14 -
SANITARY SEWER -
PLAN AND
PROFILE -
LINE
B -
STA 20+00
TO
28+00
C15 -
SANITARY SEWER -
PLAN AND
PROFILE -
LINE
B -
STA 28+00
TO
37+50
DISTURBED AREA =
C16 -
SANITARY SEWER -
PLAN AND
PROFILE -
LINE
B -
STA 37+50
TO
47+00
21 Acres
C17 -
SANITARY SEWER -
PLAN AND
PROFILE -
LINE
B -
STA 47+00
TO
51+02.31
C18 -
SANITARY SEWER -
PLAN AND
PROFILE -
COLLECTOR 1 - STA 0+00 TO 2+50
FOR REVIEW ONLY -NOT
C19 -
SANITARY SEWER -
PLAN AND
PROFILE -
COLLECTOR 2 - STA 0+00 TO 10+14.60
FOR CONSTRUCITON
MD1 -
MISCELLANEOUS DETAILS - 1
MD2 -
MISCELLANEOUS DETAILS - 2
CONTROL POINT 1006
NORTHING: 845,923.95'
EASTING 1,809,887.81'
ELEVATION: 694.95'
M D 3
MISCELLANEOUS DETAILS - 3
MD4 -
EROSION CONTROL
DETAILS -1
-,®
MD5 -
EROSION CONTROL
DETAILS -2
AMERICAN EXPRESS TRAVEL RELATED
SERVICES CO INC
640 KNOX RD RD.
MCLEANSVILLE, NC 27301
PIN# 8804858071
PARCEL# 0117383
DB:7164 PG 2251
O
9
REVISIONS TYPE CONTRACT CONTRACTOR AS -BUILT AUTH. DATEBENCH MARKS JOB# GRGRN400 P—
ROADWAY DESIGNED BY JLM
SEWER 201— CONST. SURVEY BY
WATER CHECKED BY DAH
SEPTEMBER 2019
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CITY OF GREENSBORO
ENGINEERING DIVISION
BIRCH CREEK SEWER MROVEN[EWS
K -
SHEET NO.
OF
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CONTROL POINT 1004
NORTHING: 843,590.50'
\I
EASTING: 1,809,485.77'
ELEVATION: 623.79'
I
/ SS
,
REVISIONS TYPE CONTRACT CONTRACTOR AS -BUILT AUTH. DATEBENCH MARKS JOB# GRGRN400 P—
ROADWAY DESIGNED BY JLM
SEWER 201— CONST. SURVEY BY
WATER CHECKED BY DAH
SEPTEMBER 2019
CAR, O///
oa'SEAL�o
036233 -
0. dY/113/'ml! 0`
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IN
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CITY OF GREENSBORO
ENGINEERING DIVISION
BIRCH CREEK SEWER MROVEN[EWS
K -
SHEET NO.
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04ARCADIS
ARCADIS G&M of North Carolina, Inc.
7029 Albert Pick Road, Suite 101
Greensboro, North Carolina 27409
Design & Consultancy
for natural and
built assets
Tel: [phone]
www.arcadis.com
License No. C-1869
ATEMPORARY BENCHMARK
1pRIP RAP
CONTROL POINT
/ \
I EXISTING POTABLE WATER WELL & CLEARANCES
PROPOSED FEATURES
GRAVITY SEWER/MH
PIPE PLUG (COG STD 210)
_______= STEEL ENCASEMENT PIPE
BORE LAUNCHING PIT
9100 BORE RECEIVING PIT
000
(SILT FENCE) STONE OUTLET (COG STD 216)
°00o°o0O00 °O0 000
000 0000 00 000
0
00 000°° 00 0 0 0 00 0 0 0 0 TEMPORARY CONSTRUCTION ENTRANCE (COG STD 217 & 217A)
0
00
000 00 0000 000°0
1 STONE DITCH CHECK (COG STD 215)
v
Q TEST HOLE (HAND AUGER)
SOIL BORING
TCE TEMPORARY CONSTRUCTION EASEMENT
LOD LOD LIMITS OF DISTURBANCE
TEMPORARY SAFETY FENCE
PERMANENT EASEMENT (P.E.)
SF SF SILT FENCE (COG STD 216)
ITEM TO BE REMOVED
TREE TO BE REMOVED
TP TP TP TREE PROTECTION FENCE
STRAW FIBER WATTLE
OUTLET PROTECTION
°
MATTING
STRAW BALES
STRUCTURE TO BE REMOVED
ENCASEMENT PIPE IN PROFILE
❑ TEMPORARY INLET PROTECTION COG STD 431
TEMPORARY SEDIMENT CONTROL LOG COG STD 450
FLOODWAY FLOODWAY
SFHA 0.1% ANNUAL CHANCE
F-SFHA 0.2% ANNUAL CHANCE
WETLANDS
REVISIONS TYPE CONTRACT CONTRACTOR AS -BUILT AUTH. DATEBENCH MARKS JOB# GRGRN400 P—
ROADWAY DESIGNED BY MMP
SEWER 201= CONST. SURVEY BY —
WATER CHECKED BY DAH
CONTRACT SHEET
3 of 27
SENSITIVE INFORMATION
Not to be copied or
distributed without the
express written permission
of the City of Greensboro.
Know what's below.
ABBREVIATIONS
CHY of a
CITY
OF
GREENSBORO STANDARD DETAILS
EXISTING
FEATURES
ABANDONED
—373-2606
ABAND NUMBER
#, NO
COG Wate S
—373-5855
Tanks/ e
S,
MANHOLES
ASBESTOS CEMENT
AC OUTSIDE DIAMETER
OD
NO
DESCRIPTION
- ss ss
SEWER LINE
ASPHALT
ASPH OVERFLOW
OF
BACK OF CURB
BC PAGE
PK NAIL
PG
PK
COG
STD
200/201 STANDARD 4' I.D. AND 5' I.D. ECCENTRIC PRECAST
— — — — — — — — —
STORM LINE
BACKFLOW REVENTER
BCP
PLACES
S
CONCRETE SANITARY MANHOLE WITH EXPANDED
o
STORM MANHOLE
BASE LINE
BASEMENT
BL
BSMT BOOK
P B
BASE
Ex—FM
SANITARY FORCE MAIN
BEARING
BRG POLYVINYL CHLORIDE
PVC
W
WATER MAIN
BEST MANAGEMENT PRACTICES
BMP POUNDS PER SQUARE INCH
PPSI
COG
STD
200A 201 A BOTTOMLESS MANHOLE BUILT OVER EXISTING SEWER
BOTTOM
BOT PRESTRESSED CONCRETE
PS CONC
G
GAS LINE
CENTER LINE
CL PROPERTY LINE
PL
COG
STD
203
DROP CONNECTION (INTERIOR)FOR EXISTING
FO
FIBER OPTIC LINE
CENTER TO CENTER
C/C PIEDMONT TRIAD AIRPORT AUTHORITY
PTAA
SANITARY SEWER MANHOLE
CITY OF GREENSBORO
COG QUANTITY
QTY
Tv
TV CABLE LINE
CLEANOUT
CO REINFORCE (D) (ING) (MENT)
REINF
COG
STD
205
STANDARD MANHOLE RING AND COVER
®
CLEAR
CREINFORCED CONCRETE
RCONC
YARD INLET
CONCRETE
CO REINFORCED CONCRETE PIPE
NC
RCP
COG
STD
205—B
STANDARD WATERTIGHT MANHOLE RING AND COVER
❑®
DROP INLET
CONTROL DENSITY FILL
CDF REQUIRED
REQD
CORRUGATED METAL PIPE
CMP RESTRAINED JOINT PIPE
RJP
COG
STD
206
STANDARD MANHOLE STEP FOR PRECAST CONCRETE
d
WATER METER
CROSS SECTION
X SECT RIGHT OF WAY
R/W
MANHOLE
WATER VALVE
CURB INLET
CI SANITARY
SAN
DEED BOOK
D. B. SEWER
SWR
COG
STD
207
STANDARD TRENCH BEDDINGS FOR CIRCULAR PIPE
w ;�_,
WATER MANHOLE
DEMOLITION
DEMO SOIL BORINGS
BORE
DETAIL
DET SQUARE FOOT
SQ FT
COG
STD
209
STANDARD 6' I.D.. ECCENTRIC PRECAST CONCRETE
WATER HYDRANT
DIAMETER
DIA SQUARE YARD
SQ YD
SANITARY MANHOLE WITH MONOLITHIC BOTTOM
DRAIN
DR STANDARD
STD
UT
BURIED TELEPHONE LINE
DUCTILE IRON
DI STAINLESS STEEL
SST
COG
STD
210
STANDARD BRICK MASONRY PIPE PLUG
USE USE
BURIED ELECTRICAL LINE
STATION
STA
EASEMENT
ESMT
STONE
STN
EACH
EA
STORM
STM
OH
OVERHEAD ELECTRICAL LINE
EDGE OF PAVEMENT
EP
COG
STD
212
STANDARD ECCENTRIC PRECAST CONCRETE
ELECTRIC (AL)
ELEC TAX MAP NUMBER
TMN
SANITARY MANHOLE WITH EXPANDED BASE (VENTED
;E-
ELECTRICAL MANHOLE
ELEVATION
EL TELEPHONE
TEMPORARY BENCH MARK
TELE
TBM
MANHOLE DETAIL) — MODIFIED
LZ
LIGHT/UTILITY POLE
ENGINEER
ENGR
EXISTING
EX, EXIST TEMPORARY CONSTRUCTION EASEMENT
TCE
COG
STD
213
STANDARD TEMPORARY CREEK CROSSING DURING
LIGHT/UTILITY POLE w/ GUY
FIBERGLASS REINFORCED
TEMPORARY SEDIMENT TRAP
TST
CONSTRUCTION
POLYMER MORTAR
FRPM TEST BORING—XX (E.G. TB -1)
TB—XX
GUY WIRE (AERIAL)
FORCE MAIN
FM THICKNESS
TO BE ABANDONED
THK
TBA
COG
STD
214
STANDARD PERMANENT CREEK STABILIZATION WITH
FOUNDATION
FND
MAINTENANCE CROSSING
ELECTRICAL TRANSFORMER
GREENSBORO DEPT. OF
TO BE REMOVED
TBR
TRANSPORTATION
GDOT TREE
T
COG
STD
215
STANDARD TEMPORARY STONE DITCH CHECK
ELECTRICAL BOX
GRAD (E) (ING)
GR TYPICAL
NP
�
ELECTRICAL CAN
GROUND
HEADWALL
GND UNDERGROUND
HDWL UNLESS OTHERWISE NOTED
UND
UON
COG
STD
216
SILT FENCE DETAIL
NAVIGATION LIGHT
HORIZONTAL
HORIZ UNNAMED TRIBUTARY
VALVE BOX
UT
VB
COG
STD
217
TEMPORARY CONSTRUCTION ENTRANCE DETAIL (CITY
SIGN
INSIDE DIAMETER
INVERT
ID
INV VERTICAL
VERT
REQUIREMENTS)
x x
FENCE LINE
IRON PIPE
IP VITRIFIED CLAY PIPE
VCP
LINEAR
LIN WATER MAIN
WM
COG
STD
217—A
TEMPORARY CONSTRUCTION ENTRANCE DETAIL
0
E.I.P. (EXISTING IRON PIPE)
LINEAR FOOT
LF WATER RECLAMATION FACILITY
WRF
(STATE REQUIREMENTS)
MANHOLE
MH WATER SURFACE ELEVATION
WSE
RW
PROPERTY LINE / R/W
MAXIMUM
MAX
COG
STD
219
STANDARD ANTI—SEEP PIPE COLLAR FOR SEWER
RTY LINE TO DEED
LINES
MECHANICAL JOINT
MJ
(NOTESURVEYD)ACCORDING
MINIMUM
MIN
MONUMENT
MON
COG
STD
223
WATTLE WITH POLYACRYLAMIDE (PAM)
WLB
WETLANDS BOUNDARY
COG
STD
422
STANDARD PIPE OUTLET EROSION CONTROL DEVICE
1+00 2+00
BASE LINE &STATION
COG
STD
431
STANDARD STORMWATER INLET PROTECTION
MEASURES
HEDGE ROW
COG
STD
448
STANDARD TREE PROTECTION DETAIL
TREE LINE
GENERAL CONSTRUCTION NOTES
TREE
1.
UTILITY TRENCH IS TO BE BACKFILLED WITH DIGABLE,
3
SHRUB (PAPAS GRASS, NADINA, ETC.)
FLOWABLE FILL BENEATH EXISTING UTILITIES THAT ARE
EXPOSED WITHIN THE PROPOSED SEWER TRENCH.
DITCHES
2.
ALL CONSTRUCTION TO COG/NCDEQ STD.
HEADWALL, CULVERT OR BRIDGE
3.
KEEP ROADS CLEAN THROUGHOUT THE DURATION OF THE
PROJECT. AT MINIMUM ROADS SHOULD BE CLEANED AT THE
ENCASEMENT PIPE
END OF EACH WORK DAY.
NON
-CITY OF GREENSBORO STANDARD DETAILS
4.
GRAVITY SEWER MATERIAL SHALL BE EITHER DUCTILE IRON
- - -
EDGE OF PAVEMENT
PIPE (DIP), GLASS REINFORCED PLASTIC (GRPP), OR SANITITE
HP (PE) AS SHOWN. SEE COG STD 807.
NO
DESCRIPTION
EDGE OF STONE DRIVE
5.
SOIL BORINGS 131 THRU B-2, HA -5 THRU HA -40 WHERE
CENTER OF CHANNEL
OBTAINED FROM S&ME SOIL INVESTIGATION REPORT DATED
1/MD1
STEEL ENCASEMENT PIPE DETAIL
FEBRUARY 6, 2019.
GUARD RAIL
2/MD1
SANITARY SEWER BEDDING DETAILS
6.
WETLANDS BACKFILL: TOP 12—INCHES OF TRENCHES TO BE
600
CONTOUR
BACKFILLED WITH TOPSOIL FROM THE TRENCH PER
3/MD1
PIPE BEDDING AT STREAM CROSSING DETAIL
NATIONWIDE PERMIT 12 DESCRIPTION.
MULCHED AREA BOUNDARY
4/MD5
MATTING/NETTING PLACEMENT DETAIL
04ARCADIS
ARCADIS G&M of North Carolina, Inc.
7029 Albert Pick Road, Suite 101
Greensboro, North Carolina 27409
Design & Consultancy
for natural and
built assets
Tel: [phone]
www.arcadis.com
License No. C-1869
ATEMPORARY BENCHMARK
1pRIP RAP
CONTROL POINT
/ \
I EXISTING POTABLE WATER WELL & CLEARANCES
PROPOSED FEATURES
GRAVITY SEWER/MH
PIPE PLUG (COG STD 210)
_______= STEEL ENCASEMENT PIPE
BORE LAUNCHING PIT
9100 BORE RECEIVING PIT
000
(SILT FENCE) STONE OUTLET (COG STD 216)
°00o°o0O00 °O0 000
000 0000 00 000
0
00 000°° 00 0 0 0 00 0 0 0 0 TEMPORARY CONSTRUCTION ENTRANCE (COG STD 217 & 217A)
0
00
000 00 0000 000°0
1 STONE DITCH CHECK (COG STD 215)
v
Q TEST HOLE (HAND AUGER)
SOIL BORING
TCE TEMPORARY CONSTRUCTION EASEMENT
LOD LOD LIMITS OF DISTURBANCE
TEMPORARY SAFETY FENCE
PERMANENT EASEMENT (P.E.)
SF SF SILT FENCE (COG STD 216)
ITEM TO BE REMOVED
TREE TO BE REMOVED
TP TP TP TREE PROTECTION FENCE
STRAW FIBER WATTLE
OUTLET PROTECTION
°
MATTING
STRAW BALES
STRUCTURE TO BE REMOVED
ENCASEMENT PIPE IN PROFILE
❑ TEMPORARY INLET PROTECTION COG STD 431
TEMPORARY SEDIMENT CONTROL LOG COG STD 450
FLOODWAY FLOODWAY
SFHA 0.1% ANNUAL CHANCE
F-SFHA 0.2% ANNUAL CHANCE
WETLANDS
REVISIONS TYPE CONTRACT CONTRACTOR AS -BUILT AUTH. DATEBENCH MARKS JOB# GRGRN400 P—
ROADWAY DESIGNED BY MMP
SEWER 201= CONST. SURVEY BY —
WATER CHECKED BY DAH
CONTRACT SHEET
3 of 27
SENSITIVE INFORMATION
Not to be copied or
distributed without the
express written permission
of the City of Greensboro.
Know what's below.
Call before you dig.
CHY of a
round
Loca I
nests
COG Water R ces D
—373-2033
GDOT Traffi
—373-2606
COG/Guilfor
—373-2084
COG Wate S
—373-5855
Tanks/ e
GDOT Sto a
—373-2569
NPDES
General Permit
Applies
DISTURBED AREA =
21 Acres
FOR REVIEW ONLY -NOT
FOR CONSTRUCITON
SEPTEMBER 2019
\\\\11IIll////
N CAR ///
°Q)SEAL�p
°�
036233
i
49A3/201! °
° ° °
.p/MY L °
OG
CITY OF GREENSBORO
ENGINEERING DIVISION
BIRCH CREEK SEWER MROVEN[EWS
ABBREVIATIONS AND SYMBOLS LEGEND
K -
SHEET NO.
1-4011
OF

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FOOD ti N wPY �i F \ T / / Fes° / 0°y i_S \ \ ZONE ZONE
\ F <q� STA 0+ ZONE 1 4 00 Z E _ 12 HD \
MH 1 n E -�20„12-7 HDP � Ems- _ 'o — zoNE 2 � � � — I---Z�F' � � 30.0' P.E.�CO— OSTA 0+00.00 �oN \ — �--Z tiF724—
SAN _ ONS_— �_ Zo E 2 O
r= _ F 7+00� 'SP-- Ne ��-�\ \ / + STA�+O% O+
\ S N dIZ - N \ F �D
_ — — — — -22'9 _ = F=SF1"C���, F -sem _ _\ 42 R' �E �OtiF / �'' HDPE
\ — — �5= 2 SEW —_ — — A = _ — —_`— — — �\ TC — ti —�, _ S� SAN S
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— — — ANTI=SEEP COLLAR = — _— HA
AMERICAN EXPRE� T-AVEL REL-D--SE-R-MC€�CP--SNC— —"G- — ��TD 2� (7P) c� sP W� CHANCE SF� i re \
0 K N 0 X R-8 � — — — �' — — — _ _ — — \ \ \ ��` COG gTD-223— — F-sF T — _ _ _
s / VCLEANSNtLE\C27301 — — — — _ \ \ \ \ \ �` / Dense Ve n�SFNA — �A —� F FHA�� F_ A TCE — z =
\ \I PIN #-880-858071 — —BEI\V\ s� SFNA \ �RCE-L 017 3 — _TEMP EARTH —F �1
(o
z — COSTD_218 (TYP) v \ \ \ yq 12" M�STO �TYP) — 0.2% ANNUAL _ _ _ I
DB: 7164 PG: 2251 _ _ — SAN MH 2 — \ \COG/STD— —
�� / — — \ —STA-2+�5.0� _ \ \ — PER 213/ —CHANE SFHA _ 15.0 �iE— — —
Dense Vegetation \ \ \ \ / _
— _ \ \ \ \ SASH 3 STA 5+86 _ _ AMERICA/ N CRESS TRAVEE�E�tE SERVICES CO INC SAN MH 4 Q
vSTA 5+0�0 _ — —
�isT — — — STREAM CROSSING #1/ \ 4o —ESE
EFR- BAH CREEK RD— —STA -9+25.00
6 0. v \\ V A A \ \ NCLEANSVILLE, NC �30+— —
� N�/ 11�6� 4 � � � � � / � � � � � A A V A \ � _ / / � PIN# 8�8�7��52� \
�NV OUT 60 �49 ARCEL# 0218158 —
640
630
620
610
IF GRIPP OR PE, SEE NOTE 1
600
—1+00
0+00
1+00
2+00
3+00
4+00
5+00
6+00
7+00
9+00
640
NOTES:
CONTRACT SHEET
4 of 27
SENSITIVE INFORMATION
Not to be copied or
distributed without the
express written permission
of the City of Greensboro.
Know what's below.
Call before you
dig.
City of
a
round
Loc
s I
uests
COG Water R es
—373-2033
GDOT Traffi
JOB# GRGRN400 P—
DESIGNED BY JLM
—373-2606
COG/Guilfor
—373-2084
COG Wate S
—373-5855
Tanks/
e
SEWER
GDOT Sto
a
—373-2569
NPDES
General Permit
Applies
DISTURBED AREA =
21 Acres
FOR REVIEW ONLY -NOT
FOR CONSTRUCITON
1. IF GLASS REINFORCED PLASTIC PIPE
(GRPP) OR SANITITE HP PIPE IS USED.
ALL GRPP AND HP PIPE SHALL BE
CONSTRUCTED IN ACCORDANCE WITH
WATER MAIN STANDARDS AND
HYDROSTATIC TESTED TO 150 PSI.
2. STREAM CROSSING #1
TEMPORARY PUMP AROUND CREEK
CROSSING (COG STD 213). TEMP 18" PIPE
PERMANENT CREEK STABILIZATION USING
630 CLASS A RIP RAP, D50=6", T=9"
(COG STD 214).
620
610
1 600
10+00
0 20' 40' 80'
SCALE 1"=40' — HORZ.
0 4' 8'
SCALE 1"=4' — VERT.
SEPTEMBER 2019
POARCADIS
Design & Consultancy
for natural
built for natural and
REVISIONS
TYPE
CONTRACT
CONTRACTOR
AS—BUILT
AUTH. DATE
BENCH MARKS
JOB# GRGRN400 P—
DESIGNED BY JLM
CITY OF GREENSBORO
ENGINEERING DIVISION
BIRCH CREEK SEWER 1WROVEMENTS
SANITARY SEWER — PLAN AND PROFILE — LINE A
STA 0+00 TO STA 10+00
K -
SHEET NO.
ROADWAY
SEWER
201—.
CONST. SURVEY BY -
ARCADIS G&M of North Carolina, Inc.
7029 Albert Pick Road, Suite 101
Greensboro, North Carolina 27409
Tel: [phone]
www.arcadis.com
License No. C-1869
WATER
CHECKED BY DAH
1 OF j
SIDEWALK
SCALE: AS NOTED

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ANTI -SEEP COLLAR �tiF - \\ \ ( ZONE
COG SfiD 219 (TW) 2'Ilk % ZONE 1
WETL4ND _ _ F _ _ 1 ODW i NOS /
W13 L ODIVAY l —Fid {2 �i' J d �I
a D e Veg on \ DWAY F-00DWAY i + o STA 7+43
9 { 18 cc / / / .2% ANNUAL
ToF \\� \ — -- —� —�— -- — — — �6k00 - ��' 12" )HDPE / / CHANCE SFH�
/ I - -' -�F'- - _ 1 +OQ- - \ S �I I 15 00 / / .J, _ _ �_ _ _ / �1 S.0' T. .E. / / / / / / / /
\\\d0 13+00 _ _ _ - I f/! 621.73 /C
'376:53''of 1 A SEWER \ I - re -- -TB /: / `'�
/------ ---- ---m -� ---- - I
- f � / / r/ / L
AMERI AN EX4SS 4AVr' R"TED S/ERVYES C� IN2
STA 123 J 618.y r'o \ \� \ - m o - / 20' P. ./ / / / / 401/421 RCH /CREE�RD. /
24" HDPE - - - - - \ I \ m — /E ���/ / /�CLEANSVI��, NC 2730
SAN MH 5 - \ I \ -� - '�' / / a / / / / P # 8046 881
STA 11 +99 20 /
X / / I _ _ _ _ o; ` N PARAL# 117418
\ / / / �oF w\ \ _\ _ - �F _ I I \ STA 15 02 ( / / / '' / / Dy. 716 PG: 2/255
/ / \ \ FOR CONTINUATION _ _ �2 �F�DPE // / / / / /
9 � A ✓IEFKAN SS TRAV R T D SERVICES C INC - - 6 -SHEET -C-1� \ SAN MH 6
X\ 401 REAR BIRCH RD. _��, \\— _ _ _ _ - - �Z `\ 11__ STA 15+75 72
�s o J N � � � 12 MI STON (x�rr)
dN MCLEANSVILLE, NC 27301 F \ \ _ _ o - \
T PIN 8804758527 ? I �V �V PER C STD 2 3
PARCEL# 0218158
DB: 7164 PC: 2255
o
IF GRIPP OR PE, SEE NOTE 1
640 640
630
620
630
620
610
600 600
10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 20+00 21+00
CONTRACT SHEET
5 of 27
SENSITIVE INFORMATION
Not to be copied or
distributed without the
express written permission
of the City of Greensboro.
Know what's below.
Call before you
dig.
Ci70fe
round
L
CONTRACT
uests
COG Water R es
—373-2033
GDOT Traffi
JOB# GRGRN400 P-
—373-2606
COG/Guilfor
—373-2084
COG Wate S
—373-5855
Tanks/
e
GDOT Sto
a
—373-2569
CONST. SURVEY BY -
ARCADIS G&M of North Carolina, Inc.
7029 Albert Pick Road, Suite 101
Greensboro, North Carolina 27409
Tel: [phone]
www.arcadis.com
License No. C-1869
WATER
CHECKED BY DAH
f OF
SIDEWALK
SCALE: AS NOTED
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630
620
610
600 600
10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 20+00 21+00
CONTRACT SHEET
5 of 27
SENSITIVE INFORMATION
Not to be copied or
distributed without the
express written permission
of the City of Greensboro.
Know what's below.
Call before you
dig.
Ci70fe
round
L
CONTRACT
uests
COG Water R es
—373-2033
GDOT Traffi
JOB# GRGRN400 P-
—373-2606
COG/Guilfor
—373-2084
COG Wate S
—373-5855
Tanks/
e
GDOT Sto
a
—373-2569
NPDES
General Permit
Applies
DISTURBED AREA =
21 Acres
FOR REVIEW ONLY -NOT
FOR CONSTRUCITON
NOTES:
1. IF GLASS REINFORCED PLASTIC PIPE
(GRPP) OR SANITITE HP PIPE IS USED.
ALL GRPP AND HP PIPE SHALL BE
CONSTRUCTED IN ACCORDANCE WITH
WATER MAIN STANDARDS AND
HYDROSTATIC TESTED TO 150 PSI.
2. STREAM CROSSING #2
TEMPORARY PUMP AROUND CREEK
CROSSING (COG STD 213).
0 20' 40' 80'
SCALE 1"=40' — HORZ.
0 4' 8'
SCALE 1"=4' — VERT.
SEPTEMBER 2019
\A C A I �0
° ° O
oa )SEAL r°
°
036233
POARCADIS
Design & Consultancy
for naIt tural
buifor natural and
REVISIONS
TYPE
CONTRACT
CONTRACTOR
AS—BUILT
AUTH. DATE
BENCH MARKS
JOB# GRGRN400 P-
CITY OF GREENSBORO
ENGINEERING DIVISION
BIRCH CREEK SEWER 1WROVEMENTS
SANITARY SEWER — PLAN AND PROFILE — LINE A
STA 10+00 TO STA 21+00
K -
SHEET NO.
ROADWAY
DESIGNED BY JLM
SEWER
201—
CONST. SURVEY BY -
ARCADIS G&M of North Carolina, Inc.
7029 Albert Pick Road, Suite 101
Greensboro, North Carolina 27409
Tel: [phone]
www.arcadis.com
License No. C-1869
WATER
CHECKED BY DAH
f OF
SIDEWALK
SCALE: AS NOTED

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STA 27+88 DB: 7164 PG: 2255
24" HDPE
POARCADIS
ARCADIS G&M of North Carolina, Inc.
7029 Albert Pick Road, Suite 101
Greensboro, North Carolina 27409
22+00
Design & Consultancy
for natural and
built assets
Tel: [phone]
www.arcadis.com
License No. C-1869
23+00 24+00 25+00 26+00 27+00 28+00 29+00 30+00 31+00
REVISIONS TYPE CONTRACT CONTRACTOR AS -BUILT AUTH. DATE BENCH MARKS JOB# GRGRN400 P_
ROADWAY DESIGNED BY JLM
SEWER 201= CONST. SURVEY BY -
WATER CHECKED BY DAH
M-1
630
M
610
600
32+00
9:
CONTRACT SHEET
6 of 27
SENSITIVE INFORMATION
Not to be copied or
distributed without the
express written permission
of the City of Greensboro.
Know what's below.
Call before you
dig.
City of
a
round
Loc
s I
uests
COG Water R es
–373-2033
GDOT Traffi
–373-2606
COG/Guilfor
–373-2084
COG Wate S
–373-5855
Tanks/
e
GDOT Sto
a
–373-2569
NPDES
General Permit
Applies
DISTURBED AREA =
21 Acres
FOR REVIEW ONLY -NOT
FOR CONSTRUCITON
NOTES:
1. IF GLASS REINFORCED PLASTIC PIPE
(GRPP) OR SANITITE HP PIPE IS USED.
ALL GRPP AND HP PIPE SHALL BE
CONSTRUCTED IN ACCORDANCE WITH
WATER MAIN STANDARDS AND
HYDROSTATIC TESTED TO 150 PSI.
0 20' 40' 80'
SCALE 1"=40' - HORZ.
0 4' 8'
SCALE 1"=4' - VERT.
SEPTEMBER 2019
CA 0
�° ° Fj °
0
J)) °
oa-./SEAL
e °
036233 °
A ° el ° O
L.
<lldl111a
CITY OF GREENSBORO
ENGINEERING DIVISION
BIRCH CREEK SEWER IlVIPROVEMENTS
SANITARY SEWER - PLAN AND PROFILE - LINE A
STA 21+00 TO STA 32+00
K -
SHEET NO.
OF j

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33+00
34+00
35+00
36+00
37+00
38+00
39+00
40+00
41+00
42+00
640
630
620
610
600
43+00
µ
NOTES:
CONTRACT SHEET
7 of 27
SENSITIVE INFORMATION
Not to be copied or
distributed without the
express written permission
of the City of Greensboro.
Know what's below.
Call before you
dig.
City of Is
round
Loc s I
nests
COG Water R es
—373-2033
GDOT Traffi
—373-2606
COG/Guilfor
—373-2084
COG Wate S
—373-5855
Tanks/ e
K -
SHEET NO.
GDOT Sto a
—373-2569
NPDES
General Permit
Applies
DISTURBED AREA =
21 Acres
FOR REVIEW ONLY -NOT
FOR CONSTRUCITON
1. IF GLASS REINFORCED PLASTIC PIPE
(GRPP) OR SANITITE HP PIPE IS USED.
ALL GRPP AND HP PIPE SHALL BE
CONSTRUCTED IN ACCORDANCE WITH
WATER MAIN STANDARDS AND
HYDROSTATIC TESTED TO 150 PSI.
2. STREAM CROSSING #3
TEMPORARY PUMP AROUND CREEK
CROSSING (COG STD 213).
PERMANENT CREEK STABILIZATION USING
CLASS B RIP RAP, D50=8", T=18" (COG
STD 214).
0 20' 40' 80'
SCALE 1"=40' — HORZ.
0 4' 8'
SCALE 1"=4' — VERT.
SEPTEMBER 2019
POARCADIS
Design & Consultancy
for naIt tural
buifor natural and
REVISIONS
TYPE
CONTRACT
CONTRACTOR
AS—BUILT
AUTH. DATE
BENCH MARKS
JOB# GRGRN400 P—
CITY OF GREENSBORO
ENGINEERING DIVISION
BIRCH CREEK SEWER 1WROVEMENTS
SANITARY SEWER — PLAN AND PROFILE — LINE A
STA 32+00 TO STA 43+00
K -
SHEET NO.
ROADWAY
DESIGNED BY JLM
SEWER
201-.
CONST. SURVEY BY -
ARCADIS G&M of North Carolina, Inc.
7029 Albert Pick Road, Suite 101
Greensboro, North Carolina 27409
Tel: [phone]
www.arcadis.com
License No. C-1869
WATER
CHECKED BY DAH
C4 _9 j
SIDEWALK
SCALE: AS NOTED

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-373-2033
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ROADWAY
-373-2084
COG Wate S
-373-5855
Tanks/
e
GDOT Sto
a
-373-2569
CONST. SURVEY BY -
ARCADIS G&M of North Carolina, Inc.
7029 Albert Pick Road, Suite 101
Greensboro, North Carolina 27409
Tel: [phone]
www.arcadis.com
License No. C-1869
WATER
CHECKED BY DAH
C5OF j
SIDEWALK
wn7w
SCALE: AS NOTED
J U)
Call before you
dig.
City of
Is
round
Loc
s I
uests
COG Water R es
-373-2033
Q
JOB# GRGRN400 P—
SI Tr.F
2
ROADWAY
-373-2084
LAUNCHING­"�PIT —
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TA 44+88t�SF� \ \ \ \\ \ \
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44+00
45+00
46+00
47+00
48+00
49+00
50+00
51+00
52+00
650
640
630
620
—' 610
53+00
CONTRACT SHEET
8 of 27
SENSITIVE INFORMATION
Not to be copied or
distributed without the
express written permission
of the City of Greensboro.
Know what's below.
Call before you
dig.
City of
Is
round
Loc
s I
uests
COG Water R es
-373-2033
GDOT Traffi
JOB# GRGRN400 P—
-373-2606
COG/Guilfor
ROADWAY
-373-2084
COG Wate S
-373-5855
Tanks/
e
GDOT Sto
a
-373-2569
NPDES
General Permit
Applies
DISTURBED AREA =
21 Acres
FOR REVIEW ONLY -NOT
FOR CONSTRUCITON
NOTES:
1. IF GLASS REINFORCED PLASTIC PIPE
(GRPP) OR SANITITE HP PIPE IS USED.
ALL GRPP AND HP PIPE SHALL BE
CONSTRUCTED IN ACCORDANCE WITH
WATER MAIN STANDARDS AND
HYDROSTATIC TESTED TO 150 PSI.
2. STREAM CROSSING #4
TEMPORARY PUMP AROUND CREEK
CROSSING (COG STD 213).
PERMANENT CREEK STABILIZATION USING
CLASS B RIP RAP, D50=8", T=18" (COG
STD 214).
0 20' 40' 80'
SCALE 1"=40' — HORZ.
0 4' 8'
SCALE 1"=4' — VERT.
SEPTEMBER 2019
��
C AR p� /
/A
A/q.
)
oQ-.!SEAL pro =
° 036233
° 09113/'ml! °
° °
0G I N0 . �-/'
M`GP��
x/111111\
POARCADIS
Design & Consultancy
for naIt tural
buifor natural and
REVISIONS
TYPE
CONTRACT
CONTRACTOR
AS—BUILT
All DATE
BENCH MARKS
JOB# GRGRN400 P—
CITY OF GREENSBORO
ENGINEERING DIVISION
BIRCH CREEK SEWER &TROVEMENTS
SANITARY SEWER — PLAN AND PROFILE — LINE A
STA 43+00 TO STA 53+00
K -
SHEET NO.
ROADWAY
DESIGNED BY JLM
SEWER
201=
CONST. SURVEY BY -
ARCADIS G&M of North Carolina, Inc.
7029 Albert Pick Road, Suite 101
Greensboro, North Carolina 27409
Tel: [phone]
www.arcadis.com
License No. C-1869
WATER
CHECKED BY DAH
C5OF j
SIDEWALK
SCALE: AS NOTED

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TO FL 0 O — $ — — '� I A 61+ 46 F ODWA
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l \ FLOOD \� \ // E�� ` \ \
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/ FLOODWAY ���\\\ /COGS// 1 \\\ \\ j // \� =� FLO jAY/ / OODWAY FLOOD"
F FLOODWAY FLOODWAY\ \� \\� �� j FLOODWAY
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y �� Dense�ege�t+on — — 400 BIRCH CREEK R�� F-SFHA
MCLEANSVILLE, NC 201— — — \ \ \\\ \ I l '� / — — — F_ H'9-
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-DB: aQ00 PG: 2968
650
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54+00
55+00
56+00
57+00
58+00
59+00
60+00
61+00
62+00
63+00
640
630
620
'—' 610
64+00
91
NOTES:
CONTRACT SHEET
9 of 27
SENSITIVE INFORMATION
Not to be copied or
distributed without the
express written permission
of the City of Greensboro.
Know what's below.
Call before you
dig.
City of
around
REVISIONS
Loc
s I
uests
COG Water R es
-373-2033
GDOT Traffi
JOB# GRGRN400 P-
DESIGNED BY JLM
-373-2606
COG/Guilfor
ROADWAY
-373-2084
COG Wate S
-373-5855
Tanks/
e
201-.
GDOT Sto
a
-373-2569
NPDES
General Permit
Applies
DISTURBED AREA =
21 Acres
FOR REVIEW ONLY -NOT
FOR CONSTRUCITON
1. IF GLASS REINFORCED PLASTIC PIPE
(GRPP) OR SANITITE HP PIPE IS USED.
ALL GRPP AND HP PIPE SHALL BE
CONSTRUCTED IN ACCORDANCE WITH
WATER MAIN STANDARDS AND
HYDROSTATIC TESTED TO 150 PSI.
0 20' 40' 80'
SCALE 1"=40' – HORZ.
0 4' 8'
SCALE 1"=4' – VERT.
SEPTEMBER 2019
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POARCADIS
Design & Consultancy
for natural
built for natural and
REVISIONS
TYPE
CONTRACT
CONTRACTOR
AS—BUILT
AUTH. DATE
BENCH MARKS
JOB# GRGRN400 P-
DESIGNED BY JLM
CITY OF GREENSBORO
ENGINEERING DIVISION
BIRCH CREEK SEWER 1WROVEMENTS
SANITARY SEWER – PLAN AND PROFILE – LINE A
STA 53+00 TO STA 64+00
K -
SHEET NO.
ROADWAY
SEWER
201-.
CONST. SURVEY BY -
ARCADIS G&M of North Carolina, Inc.
7029 Albert Pick Road, Suite 101
Greensboro, North Carolina 27409
Tel: [phone]
www.arcadis.com
License No. C-1869
WATER
CHECKED BY DAH
f6 OF j
SIDEWALK
SCALE: AS NOTED

650
640
630
620
64+00
\ -fi g / — STA- 69+64 / �
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POARCADIS
ARCADIS G&M of North Carolina, Inc.
7029 Albert Pick Road, Suite 101
Greensboro, North Carolina 27409
65+00
Design & Consultancy
for natural and
built assets
Tel: [phone]
www.arcadis.com
License No. C-1869
66+00 67+00 68+00 69+00 70+00 71+00 72+00 73+00 74+00
REVISIONS TYPE CONTRACT CONTRACTOR AS -BUILT AUTH. DATE BENCH MARKS JOB# GRGRN400 13–
ROADWAY DESIGNED BY JLM
SEWER 201= CONST. SURVEY BY –
WATER CHECKED BY DAH
650
640
630
620
74+50
CONTRACT SHEET
10 of 27
SENSITIVE INFORMATION
Not to be copied or
distributed without the
express written permission
of the City of Greensboro.
Know what's below.
Call before you
dig.
City of
Is
round
Loc
s I
uests
COG Water R es
—373-2033
GDOT Traffi
—373-2606
COG/Guilfor
—373-2084
COG Wate S
—373-5855
Tanks/
e
GDOT Sto
a
—373-2569
NPDES
General Permit
Applies
DISTURBED AREA =
21 Acres
FOR REVIEW ONLY -NOT
FOR CONSTRUCITON
NOTES:
1. IF GLASS REINFORCED PLASTIC PIPE
(GRPP) OR SANITITE HP PIPE IS USED.
ALL GRPP AND HP PIPE SHALL BE
CONSTRUCTED IN ACCORDANCE WITH
WATER MAIN STANDARDS AND
HYDROSTATIC TESTED TO 150 PSI.
2. STREAM CROSSING #5
TEMPORARY PUMP AROUND CREEK
CROSSING (COG STD 213).
PERMANENT CREEK STABILIZATION USING
CLASS B RIP RAP, D50=6", T=9"
(COG STD 214).
0 20' 40' 80'
SCALE 1"=40' - HORZ.
0 4' 8'
SCALE 1"=4' - VERT.
SEPTEMBER 2019
C ARS
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SEAL °
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036233 ° _
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CITY OF GREENSBORO
ENGINEERING DIVISION
BIRCH CREEK SEWER IlVIPROVEMENTS
SANITARY SEWER - PLAN AND PROFILE - LINE A
STA 64+00 TO STA 74+50
K -
SHEET NO.
OF j

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TAYA HOBS`ON INGLE & /
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CONTRACT SHEET
11 of 27
•� SENSITIVE INFORMATION
Not to be copied or
distributed without the
express written permission
of the City of Greensboro.
Know what's below.
Call before you
dig.
71ty70fa
round
LoI
nests
COG Water R es
-373-2033
GDOT Traffi
-373-2606
COG/Guilfor
-373-2084
COG Wate S
-373-5855
Tanks/ e
K-
SHEET NO.
GDOT Sto a
-373-2569
NPDES
General Permit
Applies
DISTURBED AREA =
21 Acres
FOR REVIEW ONLY -NOT
FOR CONSTRUCITON
NOTES:
1. IF GLASS REINFORCED PLASTIC PIPE
(GRPP) OR SANITITE HP PIPE IS USED.
ALL GRPP AND HP PIPE SHALL BE
CONSTRUCTED IN ACCORDANCE WITH
660 WATER MAIN STANDARDS AND
HYDROSTATIC TESTED TO 150 PSI.
650
2. STREAM CROSSING #6
TEMPORARY PUMP AROUND CREEK
CROSSING (COG STD 213).
PERMANENT CREEK STABILIZATION USING
CLASS A RIP RAP, D50=6", T=9"
(COG STD 214).
0 20' 40' 80'
ENEIIIIIII
SCALE 1"=40' — HORZ.
0 4' 8'
SCALE 1"=4' — VERT.
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ARCADIS
Design & Consultancy
for natural and
buifor naIt tural
REVISIONS
TYPE
CONTRACT
CONTRACTOR
AS—BUILT
AUTH. DATE
BENCH MARKS
JOB# GRGRN400 P—
CITY OF GREENSBORO
ENGINEERING DIVISION
BIRCH CREEK SEWER 1WROVEMENTS
SANITARY SEWER — PLAN AND PROFILE — LINE A
STA 74+50 TO STA 84+00
K-
SHEET NO.
ROADWAY
DESIGNED BY JLM
SEWER
201=
CONST. SURVEY BY -
ARCADIS G&M of North Carolina, Inc.
7029 Albert Pick Road, Suite 101
Greensboro, North Carolina 27409
Tel: [phone]
www.arcadis.com
License No. C-1869
WATER
CHECKED BY DAH
%.00OF j
SIDEWALK
SCALE: AS NOTED

.:•
670
650
SAN MH 33// 1-1
//// --v\ \ \ \ \ \ V \\ A\ \ \ \ V \ \ \\\ \ \ \vv \ Av \ Av \ \v Iv_ - - -- --- -_ \v \ vv \
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TOMY MICHAEL INGLE, JP-,,
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650
640
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L;
NOTES:
CONTRACT SHEET
12 of 27
SENSITIVE INFORMATION
Not to be copied or
distributed without the
express written permission
of the City of Greensboro.
Know what's below.
Call before you
dig.
City of Is
round
Loc s I
uests
COG Water R es
-373-2033
GDOT Traffi
-373-2606
COG/Guilfor
-373-2084
COG Wate S
-373-5855
Tanks/ e
K-
SHEET NO.
GDOT Sto a
-373-2569
NPDES
General Permit
Applies
DISTURBED AREA =
21 Acres
FOR REVIEW ONLY -NOT
FOR CONSTRUCITON
1. IF GLASS REINFORCED PLASTIC PIPE
(GRPP) OR SANITITE HP PIPE IS USED.
ALL GRPP AND HP PIPE SHALL BE
CONSTRUCTED IN ACCORDANCE WITH
WATER MAIN STANDARDS AND
HYDROSTATIC TESTED TO 150 PSI.
0 20' 40' 80'
ENEIIIIIII
SCALE 1"=40' — HORZ.
0 4' 8'
SCALE 1"=4' — VERT.
SEPTEMBER 2019
\A C A
° ° 0
°
° F O
io a JSEAL-
036233
°
° °
��/llllll��
ARCADIS
Design & Consultancy
for natural and
buifor naIt tural
REVISIONS
TYPE
CONTRACT
CONTRACTOR
AS—BUILT
AUTH. DATE
BENCH MARKS
JOB# GRGRN400 P—
CITY OF GREENSBORO
ENGINEERING DIVISION
BIRCH CREEK SEWER 1WROVEMENTS
SANITARY SEWER — PLAN AND PROFILE — LINE A
STA 84+00 TO STA 94+00
K-
SHEET NO.
ROADWAY
DESIGNED BY JLM
SEWER
201—
CONST. SURVEY BY -
ARCADIS G&M of North Carolina, Inc.
7029 Albert Pick Road, Suite 101
Greensboro, North Carolina 27409
Tel: [phone]
www.arcadis.com
License No. C-1869
WATER
CHECKED BY DAH
C9OF j
SIDEWALK
SCALE: AS NOTED

-�� -
/
FUTURE R/W
/ / / / i / / I I l l / l /w 1 V A \ \ v v SAN MH 36 —ucT— i -
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.o
670
650
645 '
94+00
95+00
Design & Consultancy
ARCADIS for natural and
built assets
ARCADIS G&M of North Carolina, Inc.
7029 Albert Pick Road, Suite 101
Greensboro, North Carolina 27409
Tel: [phone]
www.arcadis.com
License No. C-1869
tS• a•
97+00
AT=
99+00
100+00
101+00
102+00
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670
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650
1 645
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NOTES:
CONTRACT SHEET
13 of 27
SENSITIVE INFORMATION
Not to be copied or
distributed without the
express written permission
of the City of Greensboro.
Know what's below.
TYPE
Call before you
dig.
City of
Is
round
Loc
s I
nests
COG Water R es
-373-2033
GDOT Traffi
DESIGNED BY JLM
-373-2606
COG/Guilfor
201=
-373-2084
COG Wate S
-373-5855
Tanks/
e
WATER
GDOT Sto
a
-373-2569
NPDES
General Permit
Applies
DISTURBED AREA =
21 Acres
FOR REVIEW ONLY -NOT
FOR CONSTRUCITON
1. EXISTING 24" STEEL ENCASEMENT
PIPE AND UTILITIES SHOWN WERE
TAKEN FROM NCDOT PROJECT TIP#
U2561 BA PROJECT.
NOTES:
1. IF GLASS REINFORCED PLASTIC PIPE
(GRPP) OR SANITITE HP PIPE IS USED.
ALL GRPP AND HP PIPE SHALL BE
CONSTRUCTED IN ACCORDANCE WITH
WATER MAIN STANDARDS AND
HYDROSTATIC TESTED TO 150 PSI.
2. LINEAR WETLAND CROSSING #7
TEMPORARY PUMP AROUND CREEK
CROSSING (COG STD 213).
PERMANENT CREEK STABILIZATION USING
CLASS B RIP RAP, D50=8", T=12"
(COG STD 214).
0 20' 40' 80'
SCALE 1"=40' - HORZ.
0 4' 8'
SCALE 1"=4' - VERT.
SEPTEMBER 2019
REVISIONS
TYPE
_CONTRACT
CONTRACTOR
AS—BUILT
AUTH. DATE
BENCH MARKS
JOB# GRGRN400 P-
CITY OF GREENSBORO
ENGINEERING DIVISION
BIRCH CREEK SEWER EM PROVEM ENTS
SANITARY SEWER - PLAN AND PROFILE - LINE A
ROADWAY
DESIGNED BY JLM
SEWER
201=
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Design & Consultancy
ARCADIS for natural and
built assets
ARCADIS G&M of North Carolina, Inc.
7029 Albert Pick Road, Suite 101
Greensboro, North Carolina 27409
Tel: [phone]
www.arcadis.com
License No. C-1869
.••
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670
•6•
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103+00
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Z a
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-373-2033
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-373-2606
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-373-2084
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-373-5855
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NOTES:
CONTRACT SHEET
14 of 27
SENSITIVE INFORMATION
Not to be copied or
distributed without the
express written permission
of the City of Greensboro.
Know what's below.
TYPE
Call before you
dig.
City of a
round
Loc s I
uests
COG Water R es
-373-2033
GDOT Traffi
-373-2606
COG/Guilfor
-373-2084
COG Wate S
-373-5855
Tanks/
e
CONST. SURVEY BY -
GDOT Sto
a
-373-2569
NPDES
General Permit
Applies
DISTURBED AREA =
21 Acres
FOR REVIEW ONLY -NOT
FOR CONSTRUCITON
1. IF GLASS REINFORCED PLASTIC PIPE
(GRPP) OR SANITITE HP PIPE IS USED.
ALL GRPP AND HP PIPE SHALL BE
CONSTRUCTED IN ACCORDANCE WITH
WATER MAIN STANDARDS AND
HYDROSTATIC TESTED TO 150 PSI.
2. LINEAR WETLAND CROSSING #8
TEMPORARY PUMP AROUND CREEK
CROSSING (COG STD 213).
PERMANENT CREEK STABILIZATION USING
CLASS B RIP RAP, D50=8", T=12"
(COG STD 214).
0 20' 40' 80'
SCALE 1"=40' — HORZ.
0 4' 8'
SCALE 1"=4' — VERT.
SEPTEMBER 2019
o\1lllI//////
° ° ° ° /
CARO,
0- )SE L
036233 °
°
0111/1312M9°
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//111111
REVISIONS
TYPE
CONTRACT
CONTRACTOR
AS -BUILT
AUTH. DATE
BENCH MARKS
JOB# GRGRN400 P-
DESIGNED BY JLM
CITY OF GREENSBORO
ENGINEERING DIVISION
BIRCH CREEK SEWER EM PROVEM ENTS
SANITARY SEWER — PLAN AND PROFILE — LINE A
ROADWAY
SEWER
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NOTES:
1. IF GLASS REINFORCED PLASTIC PIPE
(GRPP) OR SANITITE HP PIPE IS USED.
ALL GRPP AND HP PIPE SHALL BE
CONSTRUCTED IN ACCORDANCE WITH
WATER MAIN STANDARDS AND
HYDROSTATIC TESTED TO 150 PSI.
0 20' 40' 80'
SCALE 1"=40' — HORZ.
0 4' 8'
SCALE 1"=4' — VERT.
SEPTEMBER 2019
011I111////
0
SEAL�ro
036233
Io 00
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POARCADIS
Design & Consultancy
for naIt tural
buifor natural and
REVISIONS
TYPE
CONTRACT
—
CONTRACTOR
AS—BUILT
AUTH. DATE
BENCH MARKS
JOB# GRGRN400 P—
CITY OF GREENSBORO
ENGINEERING DIVISION
BIRCH CREEK SEWER IlVIPROVEIVIENTS
SANITARY SEWER — PLAN AND PROFILE — LINE B
STA 0+00 TO STA 10+00
K -
SHEET N0.
ROADWAY
DESIGNED BY JLM
SEWER
201=
CONST. SURVEY BY —
ARCADIS G&M of North Carolina, Inc.
7029 Albert Pick Road, Suite 101
Greensboro, North Carolina 27409
Tel: [phone]
www.arcadis.com
License No. C-1869
WATER
CHECKED BY DAH
C2 OF
SIDEWALK
SCALE: AS NOTED
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NOTES:
1. IF GLASS REINFORCED PLASTIC PIPE
(GRPP) OR SANITITE HP PIPE IS USED.
ALL GRPP AND HP PIPE SHALL BE
CONSTRUCTED IN ACCORDANCE WITH
WATER MAIN STANDARDS AND
HYDROSTATIC TESTED TO 150 PSI.
0 20' 40' 80'
SCALE 1"=40' — HORZ.
0 4' 8'
SCALE 1"=4' — VERT.
SEPTEMBER 2019
011I111////
0
SEAL�ro
036233
Io 00
/4;
POARCADIS
Design & Consultancy
for naIt tural
buifor natural and
REVISIONS
TYPE
CONTRACT
—
CONTRACTOR
AS—BUILT
AUTH. DATE
BENCH MARKS
JOB# GRGRN400 P—
CITY OF GREENSBORO
ENGINEERING DIVISION
BIRCH CREEK SEWER IlVIPROVEIVIENTS
SANITARY SEWER — PLAN AND PROFILE — LINE B
STA 0+00 TO STA 10+00
K -
SHEET N0.
ROADWAY
DESIGNED BY JLM
SEWER
201=
CONST. SURVEY BY —
ARCADIS G&M of North Carolina, Inc.
7029 Albert Pick Road, Suite 101
Greensboro, North Carolina 27409
Tel: [phone]
www.arcadis.com
License No. C-1869
WATER
CHECKED BY DAH
C2 OF
SIDEWALK
SCALE: AS NOTED

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k \ k k \k k k k k k\ �- Jk k, k k k F F F k k k k k F —!ZpNE 2k F F F F F F F F F F k F F F F k k Know whaft below.
pN \k k F F F k k k k k / F F F k \ k k k ZpNE 2 F F F F \ F F F F k k F
E. k A k k k L L ZONE 2 SONE 2 F ZONE 2 — _
k k , k \ k k k k' k ANTI SEEP COLLAR k k k ! ! \! ! k k k k ! ! ! F ,� F F k F F F F F F F k Call before you dig.
k k �p \ �T�}\\ ZONE 2 ZONE 2
F �d-Ty��� /� ��11 ! F F F F F F k F F F F F F ? k k L
�^ k k k `k' k� k k k\ �\ A / \k tog � �19k (T k k )k F F F k k k k
F k k k k k F F F k k k k F F F F F F F k F F F F F F F \ k k F F
U
INV- 622.88 F E F F F F F F F k F F F \F k k k
k k k k k 1Q^ b Cltyc Of a round
�'� nnI�i/ k Z� _31'4 6 ! F k k k k k F S F F F F F k F F F F F F F \ k k Loc I Ve�l�
s\ k k k k F F F k k k k F F F F F F F F F F F F F F \ k k L -373-2033 -
W Q-� _ = k k \ _k / , F '$V.622.64
f W Cl k ONE k k k + k k ! ! ! k TEMP ■AS-ILT FgTE�fN�� CE OUTLET !! ! k F F F F F F F F F k k k COG water R es 373 2033
1 I 1 VOG S 1 V 21 6! ! k k k k ! ! F F F F F F F F F F F F F k k k k\ k GDOT Tra f f i -373-2606
W _ 625.55 k k k COG/Guilfor -373-2084
_ 624.3 COG Wate S -373-5855
�O ! 30.0' P.E. k k k
= r
=
F F F kk kk =F F
Tanks/ e
J TEMPkSIT �EN�E Den e gGDOT Sto
a -373-2569
COG STD 216 (TYR)+QQ
ZONE 13T00 2
F
�
F F
k k k k b b \ r� k k k \ 4+0 ! k k k ! /! ! F F v F ! F F F F F F F WETLANDS F F F k k k NPDES
k k k k_ \ L i- �— ! = k k k ! F F F F F F k F F FW1 3 F F F k k I k k O
\ C k F F F k k k e }�� F F k F F F F F F F k F F F F k
CN
k k t k ��+o0 k k —
— � E � k � � � 415_ ! ! F neral Permit
k V of k18" k k
' C�A1 k F F 1� F F F F F F F F F F F F F F k
' k SEVyER_ k k QQ `�' �—�� ` —F— �F —F — 1�T — F— F F F k �!� F F
T� _ � — � — F 17+00 F F .%r �— —F— — �^ — � — k k k _ � implies
k TC T k k ! !�VHJS F F F k 18+00 F F F F 19+00 ' k SF C/J �—`
\ \ STA 11 +86 T@ to
F F F F k �Q 1 1
�" IHDDPE VHJs — — F F F F F F \ F 4 4.58' of 1F8" SAID SEINER , F k , m Fv
_ B� F = F --
(Z� ^ /�../—S-k--� w DISTURBED AREA
-
- H� S ���. ] V V H S � I v F F F F F � F F F � �� k —
AMERICAN EXPRESS TRAVEL RELATED SERVICES CO INC SAN MH 43 d��� \ \ \ Te — k --k LL! w
401 REAR BIRCH CREEK RD. STA 12+29.31 STA 13+73 J F F—TB T TC F k k Z = 21 Acres
VCLEANSVLLE, NC 27301 15" HDPE TEMP EARTH BERM s F F F F STA 18+81 —J Cn
PIN# 8804758527 15.0' T.C.E. COG STD 218 (TYP) F6 F F STA 17+58 F F F k 12" HDPE k k
PARCEL# 021815818 HDPE _
DB:7164 PC:2255 GORDON C PAISLEY LIVING TRUST F F F F F F F F k k L) FOR REVIEW ONLY–NOT
5406 PAISLEY FARM RD, SAN MH 44 �� I� F F F F F k k
MCLEANSVLLE, NO 27301 STA 16+44.55 F F k F k Q FOR CONSTRUCITON
PIN# 8804665671 k F F F F k k C
PARCEL# 0117433 0.1% ANNUAL F F F k k G
DB: 5462 PG: 1205 CHANCE SFHA b k F F F k
n I I U F F F F F F k
VHJS dN�S
640
630
620
610
IF GRIPP OR PE, SEE NOTE 1
600
10+00
11+00
12+00
13+00
14+00
15+00
16+00
17+00
18+00
19+00
640
630
620
N
600
20+00
NOTES:
1. IF GLASS REINFORCED PLASTIC PIPE
(GRPP) OR SANITITE HP PIPE IS USED.
ALL GRPP AND HP PIPE SHALL BE
CONSTRUCTED IN ACCORDANCE WITH
WATER MAIN STANDARDS AND
HYDROSTATIC TESTED TO 150 PSI.
0 20' 40' 80'
SCALE 1"=40' — HORZ.
0 4' 8'
SCALE 1"=4' — VERT.
SEPTEMBER 2019
ES / N
° °
oa /SEAL pro
036233 ° _
°
09/11310119 °
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%C� ��0 I NEF'`° 0�'```�
°°° GP��
iili��
POARCADIS
Design & Consultancy
for naIt tural
buifor natural and
REVISIONS
TYPE
CONTRACT
CONTRACTOR
AS—BUILT
AUTH. DATE
BENCH MARKS
JOB# GRGRN400 P—
CITY OF GREENSBORO
ENGINEERING DIVISION
BIRCH CREEK SEWER 1WROVEMENTS
SANITARY SEWER — PLAN AND PROFILE — LINE B
STA 10+00 TO STA 20+00
K -
SHEET NO.
ROADWAY
DESIGNED BY JLM
SEWER
201—.
CONST. SURVEY BY —
ARCADIS G&M of North Carolina, Inc.
7029 Albert Pick Road, Suite 101
Greensboro, North Carolina 27409
Tel: [phone]
www.arcadis.com
License No. C-1869
WATER
CHECKED BY DAH
�3 OF j
SIDEWALK
SCALE: AS NOTED

i
0
T
O
J
00
0
N
0
0
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a
0
0
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0
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w
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0
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ry
/
0
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i
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tiys� BURCH CREEK FA M LLC
\ ''\
ZONE 2 �Z NE 2 ZONE 2 2 ZONE 2 / ZONE _ ---ZONE �2 ZONE-rs2� ONE 2 ZONE 2 Z 311 BIRCH CREE RD.
ZONE 2 � � ZONE 2 \ �NE 2 � � MCLEAN SVILLE, NC 273$1
N# 8804696116
PAR 426NE
1 ZONE 1 ZONE 1 ZONE 1 ZONE 1 ZONE 1 ZONE \ 1 ZONE -1 -- ZONE 1 ZONE 1 ZONE 1 OZONE 1 ZONE 1 2oNe DB: 6226 PC: 1416
— ZONE 1
5
ZONE 1 F F
F ZONE 1 F F F t F F F E F E F F
ZONE 1 F - F F ZONF E/ F F F F k k F E F)
1 F
F ZONE 1—ZON� 1
k
ZONE 1
1 k �✓✓✓�/ �F /��kk-ZO/ /F E
�OIkk -
\ F
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Z
O_NEZONE 2 FZONE ZONEF2 MA BASEMFNF SAN MH 4
A ANE 2F ZONE F k1k
5424 EY FVAM RZONE 2 TAF 27+46.94co
MCLEAFNSVIL� -, NC _�1E 246
PIN# 04672045 F F/SA F ZON
° FP/r\R EE#F o1 74'1 7 F F F STA l63.627.81� 7560 PGF1677 FF
F
QQr mJT`+V'11
UU_/
+
AH ___TEMP SILT'FENCE' OUTLET SfA Z1+3F9.13 WETLANDS
N W13cbc -,sT2OY�t TEMP SILT FENCE VHJS
VDentse Veation STI) 216 (TYP) Uj
t Uj
30.0'P.E.t ZDense Vegetation
'ANTI -SEEP COLLAR
R C/
\
COSTD 219,(T) SAN Fff"_amT�AfAR
W TOT 0 317-3449 S+f�-CHCRE
Uj
LijW C
E t F F 24 -FOO ��
23+YO
PE�IA✓#VSyQI 8LC-9L Ems7
F F
00F 21+0-F F PARLL#1J 0F+k2200 �B626""ANSEWSRF
I Of
T
C 111
-
F
U F - - t F F F F F F F t k -F F - - = - - t � /
F F F F F
F r�t� �F-F-j F F F E TB / !�
TB T t/ As�
t r F F F F k F F F LAGS 8-2
T
F F F t F F F F F F F F F /
626 24 \ ND / °j
k t F F �� /F F k F F F t F r F F FLAG S / /
t F F F F F F TA 22+2STA 0
tF kF FF E FF F FF F E F + 21 9STA 4 STRE
25+
12" HDPE AM CRNG 1
TEMP DUAL 241STA 20+26
l
48" HDPE TEMP EARTH BERM 15.0' T.C.E. 0.1% ANNUAL
COG STD 218 (TYP) CHANCE SFHA ,ads
640
630
620
610
600
20+00
21+00
22+00
23+00
24+00
25+00
26+00
27+00
640
630
620
610
600
28+00
CONTRACT SHEET
17 of 27
SENSITIVE INFORMATION
Not to be copied or
distributed without the
express written permission
of the City of Greensboro.
Know what's below.
Call before you
dig.
City of
a
round
Loc
s I
uests
COG Water R es
—373-2033
GDOT Traffi
JOB# GRGRN400 P—
DESIGNED BY JLM
—373-2606
COG/Guilfor
—373-2084
COG Wate S
—373-5855
Tanks/
e
GDOT Sto
a
—373-2569
NPDES
General Permit
Applies
DISTURBED AREA =
21 Acres
FOR REVIEW ONLY -NOT
FOR CONSTRUCITON
NOTES:
1. IF GLASS REINFORCED PLASTIC PIPE
(GRPP) OR SANITITE HP PIPE IS USED.
ALL GRPP AND HP PIPE SHALL BE
CONSTRUCTED IN ACCORDANCE WITH
WATER MAIN STANDARDS AND
HYDROSTATIC TESTED TO 150 PSI.
2. STREAM CROSSING #9
TEMPORARY PUMP AROUND CREEK
CROSSING (COG STD 213). TEMP 24" PIPE
PERMANENT CREEK STABILIZATION USING
CLASS B RIP RAP, D50= 8F' T= 12"
(COG STD 214).
0 20' 40' 80'
00019
SCALE 1"=40' — HORZ.
0 4' 8'
SCALE 1"=4' — VERT.
SEPTEMBER 2019
CARo�
///i
°°FES
)S'EAL
° 0362337::� 00 09A3121)119
F�INF;°00
�,
�/M/L M```���
VIII
POARCADIS
Design & Consultancy
for naIt tural
buifor natural and
REVISIONS
TYPE
CONTRACT
CONTRACTOR
AS—BUILT
AUTH. DATE
BENCH MARKS
JOB# GRGRN400 P—
DESIGNED BY JLM
CITY OF GREENSBORO
ENGINEERING DIVISION
BIRCH CREEK SEWER 1WROVEMENTS
SANITARY SEWER — PLAN AND PROFILE — LINE B
STA 20+00 TO STA 28+00
K -
SHEET NO.
ROADWAY
SEWER
201=
CONST. SURVEY BY —
ARCADIS G&M of North Carolina, Inc.
7029 Albert Pick Road, Suite 101
Greensboro, North Carolina 27409
Tel: [phone]
www.arcadis.com
License No. C-1869
WATER
CHECKED BY DAH
C4 OF j
SIDEWALK
SCALE: AS NOTED

WETLANDS / -'-- F 6�0 H.3S� bN�s
W19
ZONE 2 � Z
Q
ZONE 2 6�o ZONE 2 ZONE 2� ZONE 2 N
-ZONE 2
2 ZONE 2 — ZONE 1 �� ZONF ZONE 2 NE 1
R � ZONE 1 � � ZONE 1
ZONE 2 ZONE ONE 1 ZONE 1
� 1 � ZONE Z
ZONE 2 1 -
ZONE 2 ZONE 1
— ZONE 2 — ZONE 1 J
ZONE 2 — ZONE 1 \ \
— ZONE 2
—ZONE 1
—ZONE
ONE ZONE 1 / / - - 3 - - - _ — _ — — —�
q 1 Z 1 o — T08 _ _ --- _— — ���_ — ���_�_ _ -- ��V—
bB
B�TOB�TO TOB -_��__ �_ — i=--_���OB ��OB � \
TOB TO SAN MH 48 - - - _ �toB
- - - - - - - \ a — - r6g TOB/ 6s- - TSTA 32+96.33 - - - \ 20.0' P.E \ / SAN MH 49 \
_ l TO U) \\ 4 \
STA 36+06.76
- TOB 30.0 P.E. ZONE — ZO E _ ORI �������\�O 1 \ ZONE 1
T08 — 0� ' i' 1 -- —y�1 \ �� \ ZONE 1� — ZONE \1
r��
- - -� - - - — - - B _ 3 — T° �o TEMP SILT FENCE OUTLET ZONE 1 ZONE / / - - _ - - -_� 2 \ \ \\\\\ \ `A E 2 ZONE 2
TOB TOB TOB T° TEMP SILT FENCE COG STD 216 ) \ / / � 00 �,-� - - - �\\\ - - _ _ _ ZONE 2 oN
OB'__COG STD 216 TYP � � - 1 \ 34+ �- s - �'
ZONE 1 I �/ - - 00F 36+0 \
1 —ZONE 1 E 2 OI�_2 2+� / - \ \ 310., of 18" SAN SE
ZONE T ZONE 1 — ZONE _—�ZON��� �� / ---------� ZI Cpm \ //
_ `
ONE 2 31 +p0 /� / _ - / / =�f�a BTCE
ZONE 2 _--SFS
C7 ZONE 2 - - ZONA 2 -
—
_ C)
5 '29+00 549.39 0 - - - - 1s / / / / - \ \ \ \ \ \ \ \ ��\��\\� / v� \ yy
m z
1.5.0/'r.Ci.F,./ ������ �\ �� \\ \ \ 6�\ �'�/o� \\� 7�00�/
STONE 0-J(P) \ \ s \ \\ \ / /
-Yra b� VHJS--- i/ ---- \� PER CbG STD 213 \ \ \� \\ \�/
, - , ' TEMP-E�R'fy, �ER�I - _ v v v v v v v v v v v v \ \� 1 I m� C4
0.19'
-ANNUAL
ICE _ - - _ STA 30+15- - - - - - \ SfiA �5+9R \ \ I /
- - - - - �CHANPE-SFHA COG STD 218 (fiYP) \ \ d \ �1��
-1 5" HDPE i STREAM CROSSING #10 \ \ \ \ F /.r
-------_;\_ '---- TEMP 48" CUL�Rt\v\/1�// l/ -4N _- \\ l[/ +OQ - -- - -- 0
+ \-
/ Cal
wvvv�V O
\SA � 1dN
TSTA \ 3. 8
\\
zl III I I I
_- _---- --__-� z �/
FO¢OMTIN�1 TIAN/
S SHEET/ C�� 19/IDN/
9 /
IF GRIPP OR PE, SEE NOTE 1 IF GR PP OR PE, SEE NOTE 1
650 650
640
630
620
640
630
620
610 610
28+00 29+00 30+00 31+00 32+00 33+00 34+00 35+00 36+00 37+00 37+50
CONTRACT SHEET
18 OF 27
SENSITIVE INFORMATION
Not to be copied or
distributed without the
express written permission
of the City of Greensboro.
Know what's below.
Call before you
dig.
City of
a
round
Loc
s I
uests
COG Water R es
-373-2033
GDOT Traffi
JOB# GRGRN400 P-
-373-2606
COG/Guilfor
ROADWAY
-373-2084
COG Wate S
-373-5855
Tanks/
e
201-.
GDOT Sto
a
-373-2569
CONST. SURVEY BY -
ARCADIS G&M of North Carolina, Inc.
7029 Albert Pick Road, Suite 101
Greensboro, North Carolina 27409
Tel: [phone]
www.arcadis.com
License No. C-1869
WATER
CHECKED BY DAH
�S OF
SIDEWALK
SCALE: AS NOTED
30'
M
N.
RJ
PIPE
o
N
P
c�
z
U
m
Q
0
000
in
WN
I
ir u
O�
Lo
MN
Ca
UN
QZ
t:
W
o
allo
C FE
QOn)
v
M
r
O
M CO
ASE
LO
OD
EX
T
SRIDE
Q
ELEVATION
kf
10.4'of18
DP
8"
SEWER
0.
2
549.39'
8"
SE
NER
0.22%
4
A
A
N
N
0
0
U
U
640
630
620
610 610
28+00 29+00 30+00 31+00 32+00 33+00 34+00 35+00 36+00 37+00 37+50
CONTRACT SHEET
18 OF 27
SENSITIVE INFORMATION
Not to be copied or
distributed without the
express written permission
of the City of Greensboro.
Know what's below.
Call before you
dig.
City of
a
round
Loc
s I
uests
COG Water R es
-373-2033
GDOT Traffi
JOB# GRGRN400 P-
-373-2606
COG/Guilfor
ROADWAY
-373-2084
COG Wate S
-373-5855
Tanks/
e
201-.
GDOT Sto
a
-373-2569
NPDES
General Permit
Applies
DISTURBED AREA =
21 Acres
FOR REVIEW ONLY -NOT
FOR CONSTRUCITON
NOTES:
1. IF GLASS REINFORCED PLASTIC PIPE
(GRPP) OR SANITITE HP PIPE IS USED.
ALL GRPP AND HP PIPE SHALL BE
CONSTRUCTED IN ACCORDANCE WITH
WATER MAIN STANDARDS AND
HYDROSTATIC TESTED TO 150 PSI.
2. STREAM CROSSING #10
TEMPORARY PUMP AROUND CREEK
CROSSING (COG STD 213). TEMP DUAL 42"
PIPE. PERMANENT CREEK STABILIZATION
USING CLASS II RIP RAP, D50=14", T=21"
(COG STD 214).
0 20' 40' 80'
SCALE 1"=40' - HORZ.
0 4' 8'
SCALE 1"=4' - VERT.
SEPTEMBER 2019
pJ���i�
°
oaf SEAL ro
0362330.
° INE
IIIII
ARCADIS
Design & Consultancy
for natural and
buifor naIt tural
REVISIONS
TYPE
CONTRACT
-
CONTRACTOR
AS—BUILT
AUTH. DATE
BENCH MARKS
JOB# GRGRN400 P-
CITY OF GREENSBORO
ENGINEERING DIVISION
BIRCH CREEK SEWER 1WROVEMENTS
SANITARY SEWER - PLAN AND PROFILE - LINE B
STA 28+00 TO STA 37+50
K-
SHEET NO.
ROADWAY
DESIGNED BY JLM
SEWER
201-.
CONST. SURVEY BY -
ARCADIS G&M of North Carolina, Inc.
7029 Albert Pick Road, Suite 101
Greensboro, North Carolina 27409
Tel: [phone]
www.arcadis.com
License No. C-1869
WATER
CHECKED BY DAH
�S OF
SIDEWALK
SCALE: AS NOTED

NE 1\� ZONE 1 ZON 1� — 111
ONE 1 ��ZONE
���� ZONE2
V 1 SONE 2 V �,
\ z
ZONES_— _ ��——�ZOWE2 �x �� \ \ � \
r
J 3 0.5 — \ �ZeAiE_ 1 _ , r 2 ZONE ZONE 2 \ \ ZONE 2 ZONE 2 b ZONE-'
30.5
33.1 ��- `\ �� — 'WETLANDS / \NE 2 ��ZONE 2— ZONE 2 �\ y
_ — —X v V%� %i ; — ;�� — E� ZONE' 1 w7 �ti — —634.53
_ 633.3_-_- __� �% - _—_��� I s�E — X — r ZONE 1 \ _
_ � 1t � + � ZONE � �Z
�� ✓� / X635 �� ZONE 1 �'Z$N1 1—=ZONE 1 OZONE 1-------
B T�B`� % �0$� TOB TOB,__-,:�L �Z0f1 ZONE ZONE 1 ZONE/1
—
zntxic-
/ �—<TOB��——� \��\\\\— � �— — — — i — -- _ — — i
NOTES:
CONTRACT SHEET
19 of 27
SENSITIVE INFORMATION
Not to be copied or
distributed without the
express written permission
of the City of Greensboro.
Know what's below.
Call before you
IF GRIPP OR PE, SEE NOTE 1
CI of
a R'
round
Loc
s I
uests
COG Water R es
-373-2033
650
JOB# GRGRN400 P—
-373-2606
COG/Guilfor
-373-2084
COG Wate S
650
Tanks/
e
GDOT Sto
a
-373-2569
CONST. SURVEY BY —
ARCADIS G&M of North Carolina, Inc.
7029 Albert Pick Road, Suite 101
Greensboro, North Carolina 27409
Tel: [phone]
www.arcadis.com
License No. C-1869
WATER
CHECKED BY DAH
C6 OF j
SIDEWALK
SCALE: AS NOTED
0
M
I
0
0
=
LL
F
CnC
O
O
Dov
(0
r
CO
BASE
F
00
1*
E
EV
TI
TN
E ST
GRADF GRAD
a
640
~
640
Q
630
630
n
SEMIR
0
0.22%
x
Z
let
620
620
N
>
LJ
N
N
U
U
610
610
37+50 38+00
39+00 40+00
41+00
42+00 43+00 44+00
45+00
46+00
47+00
NOTES:
CONTRACT SHEET
19 of 27
SENSITIVE INFORMATION
Not to be copied or
distributed without the
express written permission
of the City of Greensboro.
Know what's below.
Call before you
dig.
CI of
a R'
round
Loc
s I
uests
COG Water R es
-373-2033
GDOT Traffi
JOB# GRGRN400 P—
-373-2606
COG/Guilfor
-373-2084
COG Wate S
-373-5855
Tanks/
e
GDOT Sto
a
-373-2569
NPDES
General Permit
Applies
DISTURBED AREA =
21 Acres
FOR REVIEW ONLY -NOT
FOR CONSTRUCITON
1. IF GLASS REINFORCED PLASTIC PIPE
(GRPP) OR SANITITE HP PIPE IS USED.
ALL GRPP AND HP PIPE SHALL BE
CONSTRUCTED IN ACCORDANCE WITH
WATER MAIN STANDARDS AND
HYDROSTATIC TESTED TO 150 PSI.
0 20' 40' 80'
SCALE 1"=40' — HORZ.
0 4' 8'
SCALE 1"=4' — VERT.
SEPTEMBER 2019
NI�ARO���i
°° ESS °a ?-0.-,
�o a JSEAL o —
036 233
PARCADIS
Design & Consultancy
for natural
built for natural and
REVISIONS
TYPE
CONTRACT
CONTRACTOR
AS—BUILT
AUTH. DATE
BENCH MARKS
JOB# GRGRN400 P—
CITY OF GREENSBORO
ENGINEERING DIVISION
BIRCH CREEK SEWER 1WROVEMENTS
SANITARY SEWER — PLAN AND PROFILE — LINE B
STA 37+50 TO STA 47+00
K -
SHEET NO.
ROADWAY
DESIGNED BY JLM
SEWER
201=
CONST. SURVEY BY —
ARCADIS G&M of North Carolina, Inc.
7029 Albert Pick Road, Suite 101
Greensboro, North Carolina 27409
Tel: [phone]
www.arcadis.com
License No. C-1869
WATER
CHECKED BY DAH
C6 OF j
SIDEWALK
SCALE: AS NOTED

ZONEZi� H,[Xk-i -J
ZONE 2 ZONZ
�r SFHA � T°E�_;
-,� Zig
SAN MH 53
ZONE 1 � / STA 49+70.75
ZONE -
TEMP SILT FENCE/� i% //
COG -STD 216 (TYP) /� _ _ _ _ _ _ _ - j �/ - -/ / y /� �� Dnp L EF
z'
TEMP SILT\ o
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640
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610
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i
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IF GRIPP OR PE, SEE ROTE 1
Call before you
dig.
City of
Is
■■■■■■■■■■■■■■■■■■■■■■■■■■FIIS��■
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S I
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COG Water R es
-373-2033
GDOT Traffi
JOB# GRGRN400 P-
DESIGNED BY JLM
-373-2606
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-373-2084
COG Wate S
-373-5855
Tanks/
e
GDOT Sto
a
-373-2569
• �®■�■■
ARCADIS G&M of North Carolina, Inc.
7029 Albert Pick Road, Suite 101
Greensboro, North Carolina 27409
Tel: [phone]
www.arcadis.com
License No. C-1869
WATER
NOON
NONE
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CHECKED BY DAH
1 7 OF j
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48+00
49+00
50+00
51+00
650
(4)
1.8
630
620
610
51+50
NOTES:
CONTRACT SHEET
20 of 27
SENSITIVE INFORMATION
Not to be copied or
distributed without the
express written permission
of the City of Greensboro.
Know what's below.
Call before you
dig.
City of
Is
round
Loc
S I
uests
COG Water R es
-373-2033
GDOT Traffi
JOB# GRGRN400 P-
DESIGNED BY JLM
-373-2606
COG/Guilfor
-373-2084
COG Wate S
-373-5855
Tanks/
e
GDOT Sto
a
-373-2569
NPDES
General Permit
Applies
DISTURBED AREA =
21 Acres
FOR REVIEW ONLY -NOT
FOR CONSTRUCITON
1. IF GLASS REINFORCED PLASTIC PIPE
(GRPP) OR SANITITE HP PIPE IS USED.
ALL GRPP AND HP PIPE SHALL BE
CONSTRUCTED IN ACCORDANCE WITH
WATER MAIN STANDARDS AND
HYDROSTATIC TESTED TO 150 PSI.
0 20' 40' 80'
SCALE 1"=40' - HORZ.
0 4' 8'
SCALE 1"=4' - VERT.
SEPTEMBER 2019
CARO/// i,
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ARCADIS
Design & Consultancy
for natural and
built for natural
REVISIONS
TYPE
CONTRACT
CONTRACTOR
AS—BUILT
AUTH. DATE
BENCH MARKS
JOB# GRGRN400 P-
DESIGNED BY JLM
CITY OF GREENSBORO
ENGINEERING DIVISION
BIRCH CREEK SEWER 1WROVEMENTS
SANITARY SEWER - PLAN AND PROFILE - LINE B
STA 47+00 TO STA 50+99.54
K-
SHEET NO.
ROADWAY
SEWER
201-.
CONST. SURVEY BY -
ARCADIS G&M of North Carolina, Inc.
7029 Albert Pick Road, Suite 101
Greensboro, North Carolina 27409
Tel: [phone]
www.arcadis.com
License No. C-1869
WATER
CHECKED BY DAH
1 7 OF j
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SCALE: AS NOTED

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CONTRACT SHEET
21 of 27
SENSITIVE INFORMATION
Not to be copied or
L distributed without the
express written permission
of the City of Greensboro.
V'
Know what's below.
Call before you
dig.
City ofa
round
Loc
s I
uests
COG Water R es
-373-2033
GDOT Traffi
JOB# GRGRN400 P—
-373-2606
COG/Guilfor
-373-2084
COG Wate S
-373-5855
Tanks/
e
SEWER
GDOT Sto
a
-373-2569
NPDES
General Permit
Applies
DISTURBED AREA =
21 Acres
FOR REVIEW ONLY -NOT
FOR CONSTRUCITON
NOTES:
1. IF GLASS REINFORCED PLASTIC PIPE
(GRPP) OR SANITITE HP PIPE IS USED.
ALL GRPP AND HP PIPE SHALL BE
CONSTRUCTED IN ACCORDANCE WITH
WATER MAIN STANDARDS AND
HYDROSTATIC TESTED TO 150 PSI.
0 20' 40' 80'
SCALE 1"=40' — HORZ.
0 4' 8'
SCALE 1"=4' — VERT.
SEPTEMBER 2019
\\ '�\\III11/////
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036233
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ARCADIS
Design & Consultancy
for natural and
built for natural
REVISIONS
TYPE
CONTRACT
CONTRACTOR
AS—BUILT
AUTH. DATE
BENCH MARKS
JOB# GRGRN400 P—
CITY OF GREENSBORO
ENGINEERING DIVISION
BIRCH CREEK SEWER 1WROVEMENTS
SANITARY SEWER — PLAN AND PROFILE — COLLECTOR 1
STA 0+00 TO STA 2+50
K-
SHEET NO.
ROADWAY
DESIGNED BY JLM
SEWER
201—.
CONST. SURVEY BY —
ARCADIS G&M of North Carolina, Inc.
7029 Albert Pick Road, Suite 101
Greensboro, North Carolina 27409
Tel: [phone]
www.arcadis.com
License No. C-1869
WATER
CHECKED BY DAH
S OF I
SIDEWALK
SCALE: AS NOTED

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0 20' 40' 80'
SCALE 1"=40' — HORZ.
0 4' 8'
SCALE 1"=4' — VERT.
SEPTEMBER 2019
ARCADIS
Design & Consultancy
for natural and
buifor naIt tural
REVISIONS
TYPE
CONTRACT
CONTRACTOR
AS—BUILT
AUTH. DATE
BENCH MARKS
JOB# GRGRN400 P—
CITY OF GREENSBORO
ENGINEERING DIVISION
BIRCH CREEK SEWER 1WROVEMENTS
SANITARY SEWER — PLAN AND PROFILE — COLLECTOR 2�In
STA 0+00 TO STA 10+14.60
K-
SHEET NO.
ROADWAY
DESIGNED BY JLM
SEWER
201=
CONST. SURVEY BY -
ARCADIS GO of North Carolina, Inc.
7029 Albert Pick Road, Suite 101
Greensboro, North Carolina 27409
Tel: [phone]
www.arcadis.com
License No. C-1869
WATER
CHECKED BY DAH
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SIDEWALK
SCALE: AS NOTED

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2" O.D., 14 GA.
TUBULAR STEEL GATE
6" X 6" PRESSURE WITH 6 HORIZONTAL BARS
TREATED POSTS
14'-0" MIN.
48"
co
M CLASS "B" CONCRETE ENCASEMENT,
6" MIN. THICKNESS ON ALL
SIDES AND BOTTOM
NO TES.'
1. HINGES SHALL ALLOW GATE TO OPERATE IN EITHER DIRECTION.
HINGE ASSEMBL Y SHAL L BE EI THEP GAL VANIZED OR STA INL ESS
S TEEL .
2. TUBULAR STEEL GA TE SHOWN SHALL BE INSTALLED IN
AGRICUL TURA L IFA RM TYPE FENCE CROSSINGS (BARBED, HOG,
WOVEN WIRES, ETC. ) . AT FENCE CROSSINGS WHICH ARE
CHAIN—LINK, CHAIN—LINK GATES (14' MIN. OPENING) SHALL BE
PROVIDED AND INSTALLED.
3. CONTRACTOR SHALL PROVIDE 5/16" CHAIN AND LOCK (KEYED TO
CITY MASTER) TO SECURE GATES.
4. FINISH WITH ONE COAT OF EXPDXY PRIMER AND TWO COATS OF
ALL WEATHER ENAMEL PAINT.
5. MINIMUM 5" CLEARANCE BETWEEN GROUND AND BOTTOM OF GATE.
CURVED TO FIT
�.. DIAMETER OF FRAME
CURVED TO FIT
I DIAMETER OF
BOLT HINGE °
BOLT HINGE °� HINGE
(2 REQUIRED) CLAMP
(2 REQUIRED)
HINGE ASSEMBLY
C/ T Y O F G R E E N S B O R O
STD. NO. REV.
GATE FOR RIGHT-OF-WAY ACCESS 120 06/15
SHEET 2 OF 3
C/ T Y O F G R E E N S B O R O
HOUSE CONNECTION AND HYDRANT STD. NO. REV.
1 0 1 06-044 09-95 12-12
SETTING DETAIL 08-02-
a-0 06-15
-16
VIARCADIS
ARCADIS G&M of North Carolina, Inc.
7029 Albert Pick Road, Suite 101
Greensboro, North Carolina 27409
Design & Consultancy
for In and
built assets
Tel: [phone]
www.arcadis.com
License No. C-1869
DUCTILE IRON
CARRIER PIPE, TYP.
SEE PLAN FOR SIZE
STEEL ENCASEMENT PIPE,
SEE PLAN FOR SIZE AND
WALL THICKNESS
STEEL CASING SPACERS
8" MIN. LENGTH
6" MIN. CLR.
TO PIPE BELLS
INSIDE CASING
I
1
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SPACE, TYP.
STEEL ENCASE"r"'T ninr
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HOUSE CONNECTION AND HYDRANT STD. NO. REV.
1 0 1 06-044 09-95 12-12
SETTING DETAIL 08-02-
a-0 06-15
-16
VIARCADIS
ARCADIS G&M of North Carolina, Inc.
7029 Albert Pick Road, Suite 101
Greensboro, North Carolina 27409
Design & Consultancy
for In and
built assets
Tel: [phone]
www.arcadis.com
License No. C-1869
DUCTILE IRON
CARRIER PIPE, TYP.
SEE PLAN FOR SIZE
STEEL ENCASEMENT PIPE,
SEE PLAN FOR SIZE AND
WALL THICKNESS
STEEL CASING SPACERS
8" MIN. LENGTH
6" MIN. CLR.
TO PIPE BELLS
INSIDE CASING
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HOUSE CONNECTION AND HYDRANT STD. NO. REV.
1 0 1 06-044 09-95 12-12
SETTING DETAIL 08-02-
a-0 06-15
-16
VIARCADIS
ARCADIS G&M of North Carolina, Inc.
7029 Albert Pick Road, Suite 101
Greensboro, North Carolina 27409
Design & Consultancy
for In and
built assets
Tel: [phone]
www.arcadis.com
License No. C-1869
DUCTILE IRON
CARRIER PIPE, TYP.
SEE PLAN FOR SIZE
STEEL ENCASEMENT PIPE,
SEE PLAN FOR SIZE AND
WALL THICKNESS
STEEL CASING SPACERS
8" MIN. LENGTH
6" MIN. CLR.
TO PIPE BELLS
INSIDE CASING
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SHEET 2 OF 3
C/ T Y O F G R E E N S B O R O
HOUSE CONNECTION AND HYDRANT STD. NO. REV.
1 0 1 06-044 09-95 12-12
SETTING DETAIL 08-02-
a-0 06-15
-16
VIARCADIS
ARCADIS G&M of North Carolina, Inc.
7029 Albert Pick Road, Suite 101
Greensboro, North Carolina 27409
Design & Consultancy
for In and
built assets
Tel: [phone]
www.arcadis.com
License No. C-1869
DUCTILE IRON
CARRIER PIPE, TYP.
SEE PLAN FOR SIZE
STEEL ENCASEMENT PIPE,
SEE PLAN FOR SIZE AND
WALL THICKNESS
STEEL CASING SPACERS
8" MIN. LENGTH
6" MIN. CLR.
TO PIPE BELLS
INSIDE CASING
I
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I I
I I
GROUT AROUND ANNULAR
SPACE, TYP.
STEEL ENCASE"r"'T ninr
STEEL CASING
SPACER, TYP.
END SEAL, TYP.
I
I
— — I
I
I
CL CARR R PIPI
— —
I
I
_F
I
I
I
L0—
Pz
O
201A
—
COG 205
FL
12 MIN.
2
w
W
QWza
WWW
—
3
�
�W�o
�.
Zm�Q
4
�Z W
—
�tiJv
h
212
5
vJ
—
COG 205—B
C'�mO
J�`tiQ
Q
Q � Z
UJJ
—
7
�UJV
Q
=J�f~
200
Q3�
V
v�ZQ
8
200
—
COG 205—B
9
200
—
COG 205—B
212
10
lymz
—
U, zW
—
11
SHEET 2 OF 3
C/ T Y O F G R E E N S B O R O
HOUSE CONNECTION AND HYDRANT STD. NO. REV.
1 0 1 06-044 09-95 12-12
SETTING DETAIL 08-02-
a-0 06-15
-16
VIARCADIS
ARCADIS G&M of North Carolina, Inc.
7029 Albert Pick Road, Suite 101
Greensboro, North Carolina 27409
Design & Consultancy
for In and
built assets
Tel: [phone]
www.arcadis.com
License No. C-1869
DUCTILE IRON
CARRIER PIPE, TYP.
SEE PLAN FOR SIZE
STEEL ENCASEMENT PIPE,
SEE PLAN FOR SIZE AND
WALL THICKNESS
STEEL CASING SPACERS
8" MIN. LENGTH
6" MIN. CLR.
TO PIPE BELLS
INSIDE CASING
I
1
I I
I I
GROUT AROUND ANNULAR
SPACE, TYP.
STEEL ENCASE"r"'T ninr
STEEL CASING
SPACER, TYP.
END SEAL, TYP.
FILL ANNULAR SPACE
WITH SAND
�,..IER PIPE
CASING SECTION END ELEVATION — INTERIOR
NOTE:
1. CARRIER PIPE SHALL BE RESTRAINED JOINT WITHIN THE ENCASEMENT.
2. SEE SPECIFICATIONS SECTION 33 05 23.17 FOR MATERIALS AND INSTALLATION REQUIREMENTS.
STEEL ENCASEMENT PIPE DETAIL
NO SCALE
GEOTEXTILE FABRIC
BOTTOM CREEK
TH/C —RAP
\ESS
RIP—RAP THICKNESS
AS INDICATED ON
PLAN/PROFILE
MIN. 6" #67 STONE
ABOVE PIPE
#67 STONE PIPE
BEDDING PER
BEDDING DETAILS
SAN SEWER
PIPE, TYP.
PIPE BEDDING AT STREAM CROSSING DETAIL
NO SCALE
POLYETHYLENE PIPE TRENCH
REVISIONS
MANHOLE SCHEDULE
I
I
— — I
I
I
CL CARR R PIPI
— —
I
I
_F
I
I
I
L0—
VENT
IJ
201A
—
COG 205
FL
12 MIN.
2
w
—
24" MAX.
—
3
200
TYP. EA. END
FILL ANNULAR SPACE
WITH SAND
�,..IER PIPE
CASING SECTION END ELEVATION — INTERIOR
NOTE:
1. CARRIER PIPE SHALL BE RESTRAINED JOINT WITHIN THE ENCASEMENT.
2. SEE SPECIFICATIONS SECTION 33 05 23.17 FOR MATERIALS AND INSTALLATION REQUIREMENTS.
STEEL ENCASEMENT PIPE DETAIL
NO SCALE
GEOTEXTILE FABRIC
BOTTOM CREEK
TH/C —RAP
\ESS
RIP—RAP THICKNESS
AS INDICATED ON
PLAN/PROFILE
MIN. 6" #67 STONE
ABOVE PIPE
#67 STONE PIPE
BEDDING PER
BEDDING DETAILS
SAN SEWER
PIPE, TYP.
PIPE BEDDING AT STREAM CROSSING DETAIL
NO SCALE
POLYETHYLENE PIPE TRENCH
REVISIONS
MANHOLE SCHEDULE
BIRCH CREEK SANITARY SEWER OUTFALL
MH NO
TYPE
DROP
RING & COVER
VENT
1
201A
—
COG 205
—
2
200
—
COG 205—B
—
3
200
—
COG 205—B
—
4
200
—
COG 205—B
212
5
209
—
COG 205—B
—
6
200
—
COG 205—B
212
7
200
—
COG 205—B
—
8
200
—
COG 205—B
9
200
—
COG 205—B
212
10
200
—
COG 205—B
—
11
200
—
COG 205—B
—
12
200
—
COG 205—B
212
13
200
—
COG 205—B
—
14
200
—
COG 205—B
—
15
200
—
COG 205—B
212
16
200
—
COG 205—B
212
17
200
—
COG 205—B
—
18
200
—
COG 205—B
—
19
200
—
COG 205—B
212
20
200
—
COG 205—B
—
21
200
—
COG 205—B
—
22
200
—
COG 205—B
—
23
200
—
COG 205—B
—
24
200
—
COG 205—B
—
25
200
—
COG 205—B
—
26
200
—
COG 205—B
212
27
200
—
COG 205—B
—
28
200
—
COG 205—B
—
29
200
—
COG 205—B
—
30
200
—
COG 205—B
212
31
200
—
COG 205—B
—
32
200
—
COG 205—B
—
32A
200
—
COG 205—B
—
33
200
—
COG 205—B
—
34
200
—
COG 205—B
212
35
200
—
COG 205—B
—
36
200
—
COG 205—B
—
37
200
—
COG 205
—
38
200
—
COG 205
—
39
200
COG 205
40
200
—
COG 205—B
—
41
200
—
COG 205
—
42
200
—
COG 205
—
43
200
—
COG 205—B
—
44
200
—
COG 205
—
45
200
—
COG 205—B
—
46
200
—
COG 205
—
47
200
—
COG 205
—
48
200
—
COG 205
—
49
200
—
COG 205—B
—
50
200
—
COG 205—B
—
50A
200
—
COG 205—B
—
50B
200
—
COG 205—B
—
50C
200
—
COG 205—B
—
51
200
—
COG 205—B
—
52
200
—
COG 205—B
—
53
200
—
COG 205—B
212
54
200
—
COG 205
—
CONTRACT SHEET
23 of 27
SENSITIVE INFORMATION
Not to be copied or
distributed without the
express written permission
of the City of Greensboro.
Know what's below.
Call before you dig.
City ofJR!l-
round
Locauests
COG Wate373-2033
GDOT Trai
373-2606
COG/Guil
373-2084
COG Wate
373-5855
Tanks/GDOT
Sto373-2569
\\ / '" \\ DENSELY COMPACTED
/ DENSELY COMPACTED / /\
SOIL (85% COMP.) \\\� /\\\ SOIL (85% COMP.) \\��
GRPP DIMENSION "A"
—12" GRPP, A=8„
\\ —16" GRPP, A=12"
o/.. /\ —30" GRPP, A-20»
ZX
o —
�/ \ \
SPRINGLINE �\ _ + + /\\ z NORMAL
NORMAL �\ I z NORMAL DIM "A"\\ I o TRENCH
TRENCH /� //� o TRENCH 60% PIPE �\ //� w BOTTOM
BOTTOM Z �/ m BOTTOM 0. D.
(f) m
\.
TYPE
ROADWAY
SEWER
WATER
#67 STONE OR SUITABLE NOTE:
SOIL (90% COMPACTION) BEDDING AND BACKFILL TO BE
PLACED IN LIFTS NOT EXCEEDING
DUCTILE IRON PIPE TRENCH 6" IN THICKNESS, (TYP).
2 SANITARY SEWER BEDDING DETAILS
MD1 NO SCALE
#67 STONE
GLASS REINFORCED PLASTIC PIPE TRENCH
CONTRACT ICONTRACTORI AS—BUILT 1AUTH. DATE BENCH MARKS I JOB# GRGRN400
201—
DESIGNED
CONST. SURVEY
CHECKED
NPDES
General Permit
Applies
DISTURBED AREA =
21 Acres
FOR REVIEW ONLY -NOT
FOR CONSTRUCITON
SEPTEMBER 2019
\A CARO f
oa 'SEAL ro
036233
09A31=9 o
NE
i i 11Oc'
���`
P- CITY OF GREENSBORO
BY MMP ENGINEERING DIVISION
BY BIRCH CREEK SEWER 1A PROVEMENTS
BY DAH MISCELLANEOUS DETAILS
K -
SHEET NO.
V0JOF

N
0
T
0
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0
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0
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0
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0
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U
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I
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D
Q
6
Q
Lo
Y
Q
W
J
N
N COVER = MIN WT 147 LBS ASTM A48-CL35
FRAME = MIN WT 220 LBS AASHTO M306
0
5/B" LETTERING
Q RECESSED FLUSH
p —Q— "\ 1 " SPECIAL LETTERING
42 RECESSED FL USH
N
Y
aOR01 ti
y A
LLO
_ O
,1 808
- 23 1/2 "
9/16" �1 1/8"
1/4
1 1/2 7/8 "
1/8"
20 "
3/4"
DETAIL
1/2 " 1 " CORED
HOL E (TYP)
VENT HOL E
PLAN VIEW
5/B" LETTERING
RECESSED FLUSH
25 1/4"
23 3/4" 3/4"
23 1/2" 1/8"
1' CORED
HOLE (TYP)
20 1/2 "
22"
4 25„ q.. N
33" ti
SECTION A —A
NOTES."
ALL DIMENSIONS AND TOLERANCES ARE TO BE CONCENTRIC AND WILL SUPERSEDE
ANY ASTM STANDARDS WITH A MAXIMUM VARIATION f 1/15" ON ALL DIMENSIONS,
MANHOLE RING TO BE ANCHORED WITH 1/2" REDHEAD STAINLESS STEEL ANCHORS
AND SEALED BETWEEN RING AND CONE WITH BITUMASTIC SEALER.
♦ MACHINED BEARING SURFACE
C/ T Y O F G R E EN S B O R O
STD. NO. REV.
STANDARD MANHOLE RING AND COVER 205 12-05
05-13
RING &COVER
SECTION B—B
V: 24" v OQZ
1. D. o Q�
Q)
Ln
(Zp� Z
5"5'-0" 1. D. Mho
' tinlQ ti
o. R
Lij
ti
A
� QQ�
-------------
7
------------7 6 ' -0 " I. D. NOTES."
BRICK
a. CONCRETE SHALL BE CLASS AA,
4000 PSI AS PER ASTM C-478.
I STEEL RENFORCING SHALL MEET
I ASTM A-615.
EIGHT INCH I I co m M TO
BE POURED AFTERRETE MANHO ET OIS SET
I I IN PLACE ON BRICKS.
I I MAXIMUM USABLE PIPE DIAMETER
I I FOR THIS MANHOLE IS 48 INCHES.
ON NEW INSTALLATION A MAX. OF
6 „ TWO GRADE RINGS SHALL BE USED.
CLASS B CONCRETE. ° °::.. REFER TO SECTION 2.10 OF THE COG
" WA TER L INE AND SEWER L INE
v CONSTRUCTION" STANDARD SPEC 'S.
SECTION A —A FOR JOINT SPECIFICATIONS.
n
0
C/ T Y O F G R E E N S B O R O
STANDARD 6' I. D. ECCENTRIC PRECAST CONCRETE STD. N0. REV.
0-8
SA NI TARP MANHOLE WI TH MONOL I THIC BOTTOM 209 OB -02
aSEWER
D
d (MIN. )
** 5' DIAMETER REOURED FOR
LINES 12" AND LARGER OR
-
4' DIA. XX
AS DIRECTEED BY THE ENGINEER.
66" 6 LARGER
6"
- _
FORCE LINE HOOD
=°
COPOL YMER
: = - POL YPROPYL ENE
I JOB# GRGRN400 P—
DESIGNED BY MMP
CITY OF GREENSBORO
ENGINEERING DIVISIONARCADIS
BIRCH CREEK SEWER IlVIPROVEMENTS
MISCELLANEOUS COG STANDARD DETAILS
_
-4. a _
(USE WHEN THE SLOPE OF
SEWER
201=
PLASTIC
WA TERTIGHT RING 6 COVER)
INCOMING LINE IS >59 OR
G&M of North Carolina, Inc.
7029 Albert Pick Road, Suite 101
Greensboro, North Carolina 27409
o p
CONCRETE SHALL BE CLASS AA,
A
v
7 "
AS DIRECTED BY ENGINEER
4000 PSI AS PER ASTM C-478.
20F
COG STD.
SIDEWALK
OR FIELD INSPECTOR)
#206
—
— — — —
—
SEWER PIPE
STEEL REINFORCING SHALL MEET
INTERIOR
RING
ASTM C-185 (4' DIA) OR ASTM
DROP BOWL
a.
C-478 (5' DIA) .
STOP
MANHOLES OVER 3 ' -5 " IN DEPTH
�otiM =
SHALL BE PROVIDED WITH STEPS
COG STD.
EXTERNAL PIPE
16" ON CENTERS STEPS SHALL BE
°
#206
CONCRETE SURFACE
SECTION A —A
o
V
IN ACCORDANCE W/ COG STD. #205.
COUPLER
----------
:.::.::::. ...-:.::.:
INVERT LIP SHALL
3 1/2 "
=
_I JOINT
n
0
EXTEND 2" PAST
n C/
T Y O F G R E E N
M. H. PORTIONS OF THE INVERT
1/8" X 2" STAINLESS
— — — — — — — — — — — —
INSIDE EDGE OF DROP
PIPE WITH TRIANGULAR
REV.
°
U
Q
STEEL STRAP ANCHORS
I
° =
NOTCH CUT FROM CIL
PRECAST CONCRETE MANHOLE
TIME. BOTTOM SHOULD EXTEND
A T 2' 0. C. MINIMUM
'
OF INVERT
A MIN. OF 6" BEYOND M. H. BASE
OF TWO REOUIRED
C-)_
_
MANHOLES
EXISTING
5
(MAX. PIPE 0. D. )
MANHOLE
VACUUM TEST REOUIRED ON
o
d
ALL INSTALLATIONS PRIOR TO
-
`aa
V
``
STRAPS TO BE
R
PUTTING MANHOLE INTO SERVICE
-
------------
TROUGH FOR
EXIST. PIPE
FASTENED WITH
MANHOLES
(MAX. PIPE 0. D. )
a
PROP.
a
STAINLESS STEEL
=
ANCHOR BOL TS
SCH. 40 90 ' BEND
'
a
_ 4
LONG SWEEP OR 45
BEND WHERE APPLICABLE,
INTERIOR
NO TES.'
1.
THIS DETAIL SHALL BE USED ONLY WHERE APPROVED BY WATER RESOURCES DEPARTMENT.
2.
DROP PIPE AND NECESSARY FITTINGS SHALL BE SCH. 40 PVC.
3.
EXTERNAL COUPLER SHALL BE SCH. 40 PVC OR FLEXIBLE COUPLER.
4.
PROPOSED CONNECTION TO BE USED WHEN INCOMING SEWER LINE INVERT IS
GREA TER THAN 2 ' -0 " ABOVE THE INVERT OUT.
5.
STAINLESS STEEL STRAPS AND ANCHOR BOL TS SHALL BE TYPE 316 STAINLESS
STEEL.
6.
USE THE DROP PIPE SIZE (OFTEN SMALLER THAN THE INCOMING PIPE SIZE) THAT IS
SPECIFIED BY THE INTERIOR DROP BOWL 'S MANUFACTURER FOR THE SIZE OF THE
INCOMING LINE.
7.
INSTALL DROP PIPE ASSEMBL Y PER MANUFACTURER 'S SPECIFICA TIONS. THE MANUFACTURER 'S
3
DESIGN FOR THE DROP BOWL AND PIPE ASSEMBL Y MUST BE PRE -APPROVED BY ENGINEER.
n
Cl
TY OF G R E E N
S B O R O
STD. NO.
V.
m
DROP CONNECTION (INTERIOR) FOR
n
51
EXISTING SANITARY SEWER MANHOLE
203
03-f4
467 STONE D
CLASS A
CONCRETE ARCH L
L IGHTL Y
COMPACTED
BACKFILL
BC
GRANULAR FOUNDATION
DEPTH OF BEDDING
MATERIAL BELOW PIPE
D
d (MIN. )
27" 6 SMALLER
3"
30 " TO 60 "
4 "
66" 6 LARGER
6"
DENSEL Y
COMPACTED i
BACKFILL
BC
�001. 1
911MIN
GRANULAR FOUNDATION
LOOSE
BACKFILL
BC
CLASS D
FLA T SUBGRADE
LEGEND
BC = OUTSIDE DIAMETER
H = BACKFILL COVER ABOVE
TOP OF PIPE
D = INSIDE DIAMETER
d = DEPTH OF BEDDING MATERIAL
BEL ON PIPE
NOTE.*
USE 457M OR A. R. E. A. (AMERICAN RAILWAY ENGINEERING
ASSOCIATION) #4 STONE FOR 21 " AND LARGER PIPE.
i
C/ T Y O F G R E E N S B O R O
STANDARD TRENCH BEDDINGS FOR STD. N0. REV.
CIRCULAR PIPE 207 03-97
s
PIPE yam% m
FL
ON
p d
L
6
gfid.
BLOCK ^ ;a: e,BLOCK B„
MH DIA
E�
COG STD. #205
NOTES."
31-1/2"
25"
RING 6 COVER
ON NEW INSTALLATION A MAX. OF
32"
6'
51"
TWO GRADE RINGS SHALL BE USED.
COPOL YMER
: = - POL YPROPYL ENE
I JOB# GRGRN400 P—
DESIGNED BY MMP
CITY OF GREENSBORO
ENGINEERING DIVISIONARCADIS
BIRCH CREEK SEWER IlVIPROVEMENTS
MISCELLANEOUS COG STANDARD DETAILS
_
-4. a _
(EXCEPT ON OUTFALLS, USE
SEWER
201=
PLASTIC
WA TERTIGHT RING 6 COVER)
— — — — —
G&M of North Carolina, Inc.
7029 Albert Pick Road, Suite 101
Greensboro, North Carolina 27409
o p
CONCRETE SHALL BE CLASS AA,
A
v
7 "
24 " I, D.
do.
4000 PSI AS PER ASTM C-478.
20F
COG STD.
SIDEWALK
,.a
#206
—
— — — —
—
STEEL REINFORCING SHALL MEET
ASTM C-185 (4' DIA) OR ASTM
RING
ASTM C-185 (4' DIA) OR ASTM
C-478 (5' DIA) .
a.
C-478 (5' DIA) .
STOP
MANHOLES OVER 3 ' -5 " IN DEPTH
�otiM =
SHALL BE PROVIDED WITH STEPS
COG STD.
ni 4 h
16" ON CENTERS STEPS SHALL BE
°
#206
CONCRETE SURFACE
SECTION A —A
o
V
IN ACCORDANCE W/ COG STD. #205.
"O " RING
3
3
3 1/2 "
8 " CLASS "AA " CONCRETE UNDER
_I JOINT
n
0
oo
n C/
T Y O F G R E E N
M. H. PORTIONS OF THE INVERT
ASTM C-361
— — — — — — — — — — — —
STD. N0.
REV.
°
U
CAN BE POURED AT THE SAME
5'-0" 1. D. (#201)
W
titini�
PRECAST CONCRETE MANHOLE
TIME. BOTTOM SHOULD EXTEND
'
A MIN. OF 6" BEYOND M. H. BASE
4'-0" 1. D. (#200)
MANHOLES
oM�o
5
(MAX. PIPE 0. D. )
0 (o o W
VACUUM TEST REOUIRED ON
5'-0" 1. D. (#201)
ALL INSTALLATIONS PRIOR TO
`aa
``
R
PUTTING MANHOLE INTO SERVICE
------------
TROUGH FOR
EXIST. PIPE
MANHOLES
(MAX. PIPE 0. D. )
PROP.
a
o
PIPE yam% m
FL
ON
p d
L
6
gfid.
BLOCK ^ ;a: e,BLOCK B„
MH DIA
45 ° DEFL
90 ° DEFL
4'
31-1/2"
25"
5'
42"
32"
6'
51"
38"
I * PRECAST INVERT (OPTIONAL)
CONCRETE MONOLITHIC
3 POURED SECTION B—B
n
0
C/ T Y O F G R E E N S B O R O
STANDARD 4' I. D. 6 5' I. D. STD. NO. REV.
U ECCENTRIC PRECAST BOTTOMLESS MANHOLE OVER 00 DEC -05
EXISTING SA NI TARP SEWER (DOGHOUSE MANHOLE) OSA
;I LOCKII
3 RINGS
PLAN
ti
1/2 SIDE EL EVA TION
1/B " COMPOSITE
PRI
RING 6 COVER
�D n�r+rrn�i n n
45' DEFL
90 ° DEFL
4'
31-1/2"
EL EVA TION
5'
vg
7,.
h
d- ..
A
o
COPOL YMER
: = - POL YPROPYL ENE
I JOB# GRGRN400 P—
DESIGNED BY MMP
CITY OF GREENSBORO
ENGINEERING DIVISIONARCADIS
BIRCH CREEK SEWER IlVIPROVEMENTS
MISCELLANEOUS COG STANDARD DETAILS
_
-4. a _
SEWER
201=
PLASTIC
CONST. SURVEY BY —
G&M of North Carolina, Inc.
7029 Albert Pick Road, Suite 101
Greensboro, North Carolina 27409
ON NEW INSTALLATION A MAX. OF
TWO GRADE RINGS SHALL BE USED.
A
��M
#3 DEFORMED
STEEL ROD
4000 PSI AS PER ASTM C-478.
20F
COG STD.
SIDEWALK
4
°
#206
° °-
a.-:
STEEL REINFORCING SHALL MEET
ASTM C-185 (4' DIA) OR ASTM
RING
C-478 (5' DIA) .
JOINT
____________
STOP
ASTM C-361
d.:
MANHOLES OVER 3'-6" IN DEPTH
DEPTH INTO
°
CONCRETE SURFACE
SECTION A —A
o
V
3
3
3 1/2 "
n
0
oo
n C/
T Y O F G R E E N
S B O R O
STD. N0.
REV.
°
U
STANDARD MANHOLE STEP FOR
5'-0" 1. D. (#201)
W
titini�
PRECAST CONCRETE MANHOLE
206
PRI
RING 6 COVER
�D n�r+rrn�i n n
* BRICK
4 O I"
I I I I nim
MH DIA
45' DEFL
90 ° DEFL
4'
31-1/2"
25"
5'
vg
7,.
A. .R .-24 I. D: ----
.
d- ..
A
o
NOTES.'
I JOB# GRGRN400 P—
DESIGNED BY MMP
CITY OF GREENSBORO
ENGINEERING DIVISIONARCADIS
BIRCH CREEK SEWER IlVIPROVEMENTS
MISCELLANEOUS COG STANDARD DETAILS
IK-
SHEET IN .
SEWER
201=
CONST. SURVEY BY —
G&M of North Carolina, Inc.
7029 Albert Pick Road, Suite 101
Greensboro, North Carolina 27409
ON NEW INSTALLATION A MAX. OF
TWO GRADE RINGS SHALL BE USED.
A
��M
CONCRETE SHALL BE CLASS AA,
4000 PSI AS PER ASTM C-478.
20F
COG STD.
SIDEWALK
#206
SCALE: NONE
STEEL REINFORCING SHALL MEET
ASTM C-185 (4' DIA) OR ASTM
RING
C-478 (5' DIA) .
JOINT
____________
ASTM C-361
d.:
MANHOLES OVER 3'-6" IN DEPTH
SHALL BE PROVIDED WITH STEPS
16 " ON CENTERS STEPS SHALL BE
4'-0" I. D. (#200)
oo
Q
IN ACCORDANCE W/ COG STD. #205.
5
oMcOo
5'-0" 1. D. (#201)
W
titini�
MANHOLES
(MAX. PIPE 0. D. )
* BRICK
4 O I"
I I I I nim
MH DIA
45' DEFL
90 ° DEFL
4'
31-1/2"
25"
5'
42"
32"
6'
151"
38"
.. a a * PRECAST INVERT (OPTIONAL)
v 4
' o
1 5'-10" STD. #200 0
6'--10 " STD. #201 PLACE 12 " OF #57
3 6'-0" PRECAST INVERT STONE UNDER BASE
SECTION A —A
'n
0
C/ T Y O F G R E E N S B O R O
STD NO. REV.
STANDARD 4' I. D. 6 5' I. D. ECCENTRIC PRECAST 05-88 03-98
CONCRETE SA NI TARP MANHOLE WI TH EXPANDED BASE200 11-93 08-02
201 09-95
COVER = MIN WT = 125 LBS
FRAME = MIN WT = 100 LBS
a�
I (4) 1 " CORED HOLES
90 ' ON CENTER
-(4) 1/2 DRILL AND
TAPPED BOLT HOLES
h /
ASTM A48-CL35
AASHTO M305
5/8 " L ET TERING
RECESSED FL USH
I" SPECIAL LETTERING
RECESSED FLUSH
1 1/2 "
-1
(4) 1/2 "-13 X 2 " (1) 1 1/4 "
VENT HOLE WITH
5.S. HEX. HEAD BOLTS _90.
CRETEX PL UG
WITH S. S. WASHERS
PLAN VIEW RECESSED FLUSH
25"
1/8" 23 3/4"
FLAT GASKET 23 112" 1 " CORED
DETAIL 1/B" r 1 •• HOLE (TYP.)
1/2" 19 1/2"
21"
3 3/8"
' 24 1/4"
31"
SECTION A —A
NOTES.,
ALL DIMENSIONS AND TOLERANCES ARE TO BE CONCENTRIC AND WILL SUPERSEDE
ANY ASTM STANDARDS WITH A MAXIMUM VARIATION f 1/16" ON ALL DIMENSIONS.
MANHOL E RING TO BE ANCHORED WI TH 1/2 " REDHEAD STAINL ESS STEEL ANCHORS
AND SEALED BETWEEN RING AND CONE WITH BITUMASTIC SEALER.
V MACHINED BEARING SURFACE
i
C/ T Y O F G R E E N S B O R O
STD. NO. REV.
STANDARD WA TER TIGHT MANHOLE
MAR -97 DEC -05
RING AND CO VER 205—B MAR -98
MAA -01
CONTRACT SHEET
24 of 27
SENSITIVE INFORMATION
Not to be copied or
distributed without the
express written permission
of the City of Greensboro.
Know what's below.
Call before you dig.
City of a round
Loca I uests
COG Water R ces4Det. 936-373-2033
GDOT Traffi al`` 336-373-2606
COG/Guilford, lecom___,336-373-2084
COG Wate Supply 336-373-5855
Tanks/ e'' Plants
GDOT Sto _Wa e'r 336-373-2569
NPDES
General Permit
Applies
DISTURBED AREA =
21 Acres
FOR REVIEW ONLY -NOT I
FOR CONSTRUCITON
SEPTEMBER 2019 1
``�\\111111//��
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10
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036233 ° _
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F°;VG0 IN 0.0
i iLi
PARCADISfornaturaland
Design & Consultancy
builtassets
REVISIONS
TYPE
ROADWAY
CONTRACT
CONTRACTOR
AS—BUILT
AUTH. DATE
BENCH MARKS
I JOB# GRGRN400 P—
DESIGNED BY MMP
CITY OF GREENSBORO
ENGINEERING DIVISIONARCADIS
BIRCH CREEK SEWER IlVIPROVEMENTS
MISCELLANEOUS COG STANDARD DETAILS
IK-
SHEET IN .
SEWER
201=
CONST. SURVEY BY —
G&M of North Carolina, Inc.
7029 Albert Pick Road, Suite 101
Greensboro, North Carolina 27409
Tel: [phone]
www.arcadis.com
License No. C-1869
WATER
CHECKED BY DAH
20F
SIDEWALK
SCALE: NONE

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NOTES.'
1) EROSION STONE TO BE "CLASS I " RIP -RAP UNLESS DESIGNA TED DIFFERENTL Y ON
CONSTRUCTION PLAN.
2) PIPE SIZE AND AMOUNT NEEDED TO BE DETERMINED BY ENGINEER ON CONSTRUCTION
PLAN.
3) TEMPORARY STREAM CROSSING TO BE CONVERTED TO COG #214 UPON PROJECT
CONSTRUCTION COMPLETION IF CALLED FOR ON THE CONSTRUCTION PLANS.
4) PUMP AND LINE SIZE TO BE DETERMINED BY THE CONTRACTOR USING THE BASE FLOW
SHOWN ON THE CONSTRUCTION PLANS.
5) WIDTH OF CONSTRUCTION EASEMENT SHALL BE MINIMIZED BASED UPON FIELD CONDITIONS.
ANY DISTURBANCE (S) EXCEEDING 40 ' MA Y REQUIRE ADDI TIONAL WA TER QUAL I TY PERMI T TING
OR MI TIGA TION.
CONSTRUCTION SEQUENCE FOR STREAM CROSSING
1) INSTALL PUMP AND LINE TO PUMP FLOW FROM AREA UPSTREAM OF TEMPORARY STREAM
CROSSING TO AREA DOWNSTREAM OF CONSTRUCTION AREA. BEGIN PUMPING AND
CONTINUING PUMPING WHILE WORKING WITHIN THE STREAM.
2) INSTALL UPSTREAM DAM, FIL TER FABRIC, AND TEMPORARY CMP. COVER PIPE INLET
WITH FABRIC AND SAND BAGS AS SHOWN IN INSET "A " WHILE WORKING IN THE STREAM.
ALLOW STREAM FLOW THROUGH CMP AS SHOWN IN INSET "B" WHEN NOT WORKING WITHIN
THE STREAM.
3) INSTALL DOWNSTREAM TEMPORARY STONE DAM AND FIL TER FABRIC TO PREVENT
BACK FLOW INTO CONSTRUCTION AREA.
4) INSTALL PROPOSED EARTH BERMS ALONG TOP OF BANK ON EACH SIDE OF THE
CONSTRUCTION AREA.
5) INSTALL DEWA TERING BASIN OR SIL T BAG A T TOP OF BANK. DEWA TER CONSTRUCTION
AREA BETWEEN TEMPORARY DAM USING THIS BASIN.
6) INSTALL THE 10' X 10' SEDIMENT TRAP OR SILT BAG.
7) UPON CONSTRUCTION COMPLETION, REMOVE TEMPORARY DAMS, FIL TER FABRIC, AND
TEMPORARY CMP. DEPRESS TEMPORARY DAM BOTTOMS INTO STREAM BED UNTIL TOP OF
RIP RAP IS LEVEL WITH STREAM BOTTOM. CONVERT TO COG STANDARD #214 IF CALLED
FOR IN THE CONSTRUCTION PLANS.
8) UPON STABILIZATION OF CLEARED AREAS, REMOVE TEMPORARY EARTH BERM, SEDIMENT
TRAP, AND DEWA TERING BASIN.
2OF2
3
D
C/ T Y OF GREENS B OR O
N
STANDARD TEMPORARY CREEK
STD. NO. REV.
x 01-91 05-05
W CROSSING DURING CONSTRUCTION 21,3
03-97 09-05
03-05
a
s°, M
0„Ak.
COG g AkNIWITwlA
TO #2 OUT WICKIN
16 6 AF G.
#430
COG STD. #432 STONE DITCH
CHECK TO BE USED FOR SILT
FENCE STONE OUTLET
- ALL SIDE SLOPES ARE 2:1
- STRUCTURAL STONE TO BE
'CLASS B' RIP -RAP
- 12" THICK LAYER OF #57
WASHED STONE FOR EROSION
CONTROL ON FACE
NO TES.'
MAXIMUM AREA TO BE
RETAINED BY SILT FENCE
GROUND
SLOPE
MAXIMUM
SLOPE
LENGTH
DRAINAGE AREA
(%)
(ft.) *
(SO. FT.)
<2%
100
10, 000
2%-5%
75
7,500
5%-10%
50
5, 000
10%-20%
25
2,500
>20%
15
1, 500
Zw
aim °
° m IM
'K m� a em a, o0 wa a �m8 m �`
��8
080°'° a;�w
1. NON-EROSIVE OUTLETS ARE TO BE PLACED IN THE SIL T FENCE AS SHOWN ON
THE PROJECT PLANS AND AS DIRECTED BY THE CONSTRUCTION INSPECTOR.
2. NON-EROSIVE OUTLETS ARE TO BE L OCA TED AT ALL NATURAL DRAINAGE
AREAS AND DEPRESSIONS, WITH THE EXCEPTION OF PERENNIAL STREAMS.
3. THE MAXIMUM DRAINAGE AREA IMPOUNDED A T EACH OUTLET MUST NOT
EXCEED 1/4 ACRE.
PAGE 2 OF 2
C/ T Y O F G R E E N S B O R O
0
91 I STD. NO.1 REV.
SILT FENCE DETAIL
N 216 10"3108'
03/09
04ARCADIS
ARCADIS G&M of North Carolina, Inc.
7029 Albert Pick Road, Suite 101
Greensboro, North Carolina 27409
Design & Consultancy
for natural and
built assets
Tel: [phone]
www.arcadis.com
License No. C-1869
PUMP
PROPOSED
-SPACING OF POSTS USING HOG WIRE WITH APPROVED EROSION
SEDIMENT REMOVAL 6 MAINTENANCE
CONTROL FABRICS TO BE 8 '- 0 " ON CENTER.
EARTH BERM
-SPACING OF POSTS WITHOUT HOG WIRE USING APPROVED EROSION
�� 5[,OP i I-1 I=I
�II
=� IIIIIIIII 1III ' 11 III=
TEMP. CONSTRUCTION
(TVP.)
POST., METAL T -POST 5 '- 0 " OR 6 '- 0 " IN HEIGHT DEPENDING ON FILL
BACKFILL AND
—00
STREAM CROSSING
COMPACT THOROUGHL Y
10'
SILT FENCE MUST BE ENTRENCHED AND
FOR SIL T FENCE - ASTM D ) WITH 12 " BURIED IN TRENCH.
CLASS "I"
MIN.
TO INS TA L SILT FENCE (SEE NCDENR
-SPLICES IN FABRIC SHOULD BE OVERLAPPED A MIN. OF 4 FT.
RIP RAP
N -MAXIMUM DRAINAGE AREA = 1/4 ACRE PER 100 FT OF FENCE FOR 2% OR LESS SLOPE.
10'X10'
FL ON
MANUAL " SECTION 6.62).
0. 465
SEDIMENT TRAP
PAGE 1 OF 2
FOR FENCE OUTLETS AT A MAXIMUM 100 FT
\ /
9 2.' 1 SIDE SLOPE
STD. NO.
AREAS. (SEE SHEET 2 OF 2) .
\ /
OR SIL T BAG.
CREEK ���o = = - ' ':. 3• NCDOT SPEC #1056,
U
03%08
CROSSING PIPE
03/09
18" CLASS I
MIN. MIN
RIP -RAP
SECTION A -A
A
A INSTALL SANDBAGS IN PIPE INVERT 6 FABRIC WHILE PUMPING
AROUND DURING CONSTRUCTION IN STREAM.
POLYETHYLENE FABRIC
ON FACE (8 ML. THICK) B REMOVE SANDBAGS 6 FABRIC TO ALLOW FLOW THROUGH
PIPE WHEN NOT PUMPING AROUND.
SECTION A -A
1 OF 2
3
D
C/ T Y O F G R E E N S B O R O
N
STANDARD TEMPORARY CREEK STD. N0. V.
x 01-91 05-05
W CROSSING DURING CONSTRUCTION 213 03-9709-05
03-05
METAL FENCE POST
14 GAUGE MINIMUM
HOG WIRE (OPTIONAL)
EROSION CONTROL FABRIC
NOTES.'
MAINTAIN ADEOUA TE DISTANCE FOR
-SPACING OF POSTS USING HOG WIRE WITH APPROVED EROSION
SEDIMENT REMOVAL 6 MAINTENANCE
CONTROL FABRICS TO BE 8 '- 0 " ON CENTER.
E
-SPACING OF POSTS WITHOUT HOG WIRE USING APPROVED EROSION
�� 5[,OP i I-1 I=I
�II
=� IIIIIIIII 1III ' 11 III=
CONTROL FABRICS TO BE 5'-0" ON CENTER.
EX. EARTH
POST., METAL T -POST 5 '- 0 " OR 6 '- 0 " IN HEIGHT DEPENDING ON FILL
BACKFILL AND
SL OPE (MIN. 1. 33 L B/L F STEEL CONSTRUCTION) .
COMPACT THOROUGHL Y
FABRIC.- 3 '- 0 " IN WIDTH (MUST BE STANDARD SPECIFICA TIONS
SILT FENCE MUST BE ENTRENCHED AND
FOR SIL T FENCE - ASTM D ) WITH 12 " BURIED IN TRENCH.
SECURED WITH COMPACTED SOIL. THE
"SLICING METHOD" MAY ALSO BE USED
4 "
TO INS TA L SILT FENCE (SEE NCDENR
-SPLICES IN FABRIC SHOULD BE OVERLAPPED A MIN. OF 4 FT.
"EROSION AND SEDIMENT CONTROL
N -MAXIMUM DRAINAGE AREA = 1/4 ACRE PER 100 FT OF FENCE FOR 2% OR LESS SLOPE.
DESIGN PLANNING AND DESIGN
0. 356
MANUAL " SECTION 6.62).
0. 465
USE COG STD#432 STONE DITCH CHECK
PAGE 1 OF 2
FOR FENCE OUTLETS AT A MAXIMUM 100 FT
R O
SPACING AND AT ALL NATURAL DRAINAGE
STD. NO.
AREAS. (SEE SHEET 2 OF 2) .
NOTES.'
PIPE SIZE
-SPACING OF POSTS USING HOG WIRE WITH APPROVED EROSION
N
W
J
0
CONTROL FABRICS TO BE 8 '- 0 " ON CENTER.
6 "
-SPACING OF POSTS WITHOUT HOG WIRE USING APPROVED EROSION
8 "
CONTROL FABRICS TO BE 5'-0" ON CENTER.
10 "
POST., METAL T -POST 5 '- 0 " OR 6 '- 0 " IN HEIGHT DEPENDING ON FILL
12 "
SL OPE (MIN. 1. 33 L B/L F STEEL CONSTRUCTION) .
BRICK
MASONRY
FABRIC.- 3 '- 0 " IN WIDTH (MUST BE STANDARD SPECIFICA TIONS
HE]a
FOR SIL T FENCE - ASTM D ) WITH 12 " BURIED IN TRENCH.
24 "
STONE (IF USED) #4 WASHED STONE PLACED 1 '- 0 " DEEP A T SIL T FENCE.
30 "
-SPLICES IN FABRIC SHOULD BE OVERLAPPED A MIN. OF 4 FT.
36 "
N -MAXIMUM DRAINAGE AREA = 1/4 ACRE PER 100 FT OF FENCE FOR 2% OR LESS SLOPE.
o -SIL T FENCE TO BE REMOVED AFTER CONSTRUCTION IS COMPLETE AS DIRECTED BY
0. 356
THE CONSTRUCTION INSPECTOR.
0. 465
N
PAGE 1 OF 2
C/ T Y O F G R E E N S B O
0
R O
66 "
STD. NO.
REV.
N SILT FENCE DETAIL
SYNTHETIC FILTER
EX. INV. r . -_ - `_ - 1 FABRIC (AS PER
CREEK ���o = = - ' ':. 3• NCDOT SPEC #1056,
216
03%08
CROSSING PIPE
03/09
SECTION A -A
C/ T Y O F G R E E N S B O R O
N
STANDARD ECCENTRIC PRECAST CONCRETE STD. NO. REV.
x SANITARY MANHOLE WITH EXPANDED BASE 212 03-98
4,61 VEN7-ED MANHOLE DETAIL-MODIFIED)oB-o2
ISOMETRIC VIEW
1 '-6"
MIN. NA TURAL GROUND
1 '- 0 " THICK 'R R MIN.
#57 STONE g ::. :.:: CLASS B STONE
D o v 2'0 00 O ?' l DITCH -
FLOW moo' ^000 O 000 C,Op INVERT
I �
I I
I I
I
L---- --I
OPTIONAL TYPE B
SILT BASIN (SEE
NCDOT DGN 1630. 02)
TYPICAL LONGITUDINAL SECTION
18 " MIN.
NA TURAL GROUND
CLASS B STONE
0
NOTES.
L
I]
ENSURE THAT THE DRAINAGE AREA ABOVE THE CHECK DAM DOES NOT EXCEED 114 ACRE WITHOUT
o TYPE B BASIN (2 ACRES MAXIMUM)
STABILIZE OVERFLOW AREAS ALONG THE CHANNEL TO RESIST EROSION CAUSED BY CHECK DAMS.
3
N
C/ T Y
OF GREENSB ORO
STANDARD TEMPORARY STD. NO. REV.
12/06 09/10
STONE DI TCH CHECK 215 06/09
; 12/09
N
O
O
N
a
Go
PIPE SIZE
CUBIC YARDS
N
W
J
0
12"
6 "
0. 007
8 "
0. 013
10 "
0. 020
12 "
i� PIPE ��
BRICK
MASONRY
0. 045
HE]a
0. 065
24 "
0. 116
30 "
0. 182
36 "
0.262
42 "
0. 356
48 "
0. 465
54 "
0. 589
60 "
0. 727
66 "
0. 880
DRAINAGE DITCH
OR SMALL STREAM HIGH WATER MARK
SYNTHETIC FILTER
EX. INV. r . -_ - `_ - 1 FABRIC (AS PER
CREEK ���o = = - ' ':. 3• NCDOT SPEC #1056,
TYPE -2)
CROSSING PIPE
18" CLASS I
RIP -RAP
SECTION A -A
NOTES.'
1)
PERMANENT CROSSING FOR VEHICLE MAINTENANCE EQUIPMENT.
2)
CLASS I RIP -RAP TO BE LAID MIN. 18 INCHES THICK OVER ENTIRE AREA OF DISTURBANCE
(AS DIRECTED BY ENGINEER) .
3)
CLASS II RIP -RAP USED IN LARGER STREAMS (AS DIRECTED BY ENGINEER) .
4)
AS PROJECT IS STABILIZED PLACE SYNTHETIC FILTER FABRIC 6 SPREAD ALL EXISTING
EROSION STONE INTO PERMANENT LINER AS SHOWN. ADD STONE AS NEEDED.
5)
ANY REQUIRED ARMORING ABOVE NORMAL HIGH WATER MARK SHALL CONSIST OF
0
0
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N
Cl
TY OF GREENSBORO_
D
m ClTY OF GREENSBORO
S TD. NO.
N
STANDARD PERMANENT CREEK STABIL IZA TION
STD. NO.
REV.
STANDARD BRICK MASONRY
PIPE PLUG
WITH MAINTENANCE CROSSING
W
210
03-05
IJUANTI TIES
PIPE SIZE
CUBIC YARDS
EASMENT (MIN. )
nests
6 "
0. 007
8 "
0. 013
10 "
0. 020
12 "
0. 029
15"
0. 045
18 "
0. 065
24 "
0. 116
30 "
0. 182
36 "
0.262
42 "
0. 356
48 "
0. 465
54 "
0. 589
60 "
0. 727
66 "
0. 880
CONTRACT SHEET
25 of 27
SENSITIVE INFORMATION
Not to be copied or
distributed without the
express written permission
of the City of Greensboro.
Know what's below.
Call before you dig.
20 ' PERM.
round
EASMENT (MIN. )
nests
10,
-373-2033
TOP
TOP OF BANK
Q
-373-2606
STREAM
-373-2084
FL OW -
-373-5855
-
I • I
6-373-2569
NA TURAL
WATER
GROUND Q RIP -RAP
CROSSING TYPICAL
PIPE
CHECKED BY DAH
SYNTHETIC FILTER
FABRIC
PLAN
TOP OF BANK RIP RAP SHALL NOT
EXTEND ABOVE NORMAL
DRAINAGE DITCH
OR SMALL STREAM HIGH WATER MARK
SYNTHETIC FILTER
EX. INV. r . -_ - `_ - 1 FABRIC (AS PER
CREEK ���o = = - ' ':. 3• NCDOT SPEC #1056,
TYPE -2)
CROSSING PIPE
18" CLASS I
RIP -RAP
SECTION A -A
NOTES.'
1)
PERMANENT CROSSING FOR VEHICLE MAINTENANCE EQUIPMENT.
2)
CLASS I RIP -RAP TO BE LAID MIN. 18 INCHES THICK OVER ENTIRE AREA OF DISTURBANCE
(AS DIRECTED BY ENGINEER) .
3)
CLASS II RIP -RAP USED IN LARGER STREAMS (AS DIRECTED BY ENGINEER) .
4)
AS PROJECT IS STABILIZED PLACE SYNTHETIC FILTER FABRIC 6 SPREAD ALL EXISTING
EROSION STONE INTO PERMANENT LINER AS SHOWN. ADD STONE AS NEEDED.
5)
ANY REQUIRED ARMORING ABOVE NORMAL HIGH WATER MARK SHALL CONSIST OF
MATTING OR APPROVED VEGETATIVE COVER.
Cl
TY OF GREENSBORO_
S TD. NO.
REV.
STANDARD PERMANENT CREEK STABIL IZA TION
214
01-91 06-05
03-97
WITH MAINTENANCE CROSSING
03-05
CONTRACT SHEET
25 of 27
SENSITIVE INFORMATION
Not to be copied or
distributed without the
express written permission
of the City of Greensboro.
Know what's below.
Call before you dig.
fl
CHy of e , �# 'I
round
Loca I ( '+;
nests
COG Water ces D
-373-2033
GDOT Traffi
-373-2606
COG/Guilfor
-373-2084
COG Wate S
-373-5855
Tanks/ e
GDOT Sto a
6-373-2569
NPDES
General Permit
Applies
DISTURBED AREA =
21 Acres
FOR REVIEW ONLY -NOT
FOR CONSTRUCITON
SEPTEMBER 2019
C,ARO� ///
a SEAL o
036233
° °
1�1C F� I N F,�; �, •
iiIr
i iM�
REVISIONS
TYPE
ROADWAY
CONTRACT
CONTRACTOR
AS -BUILT
AUTH. DATE
BENCH MARKS
I JOB# GRGRN400 P- _
DESIGNED BY MMP
CITY OF GREENSBORO
ENGINEERING DIVISION
BIRCH CREEK SEWER MROVEN[EWS
MISCELLANEOUS COG STANDARD DETAILS
SEWER
201-.7
CONST. SURVEY BY —
WATER
CHECKED BY DAH
K -
SHEET NO.
V 30F

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VAARCADIS
ARCADIS G&M of North Carolina, Inc.
7029 Albert Pick Road, Suite 101
Greensboro, North Carolina 27409
Design & Consultancy
for natural and
built assets
Tel: [phone]
www.arcadis.com
License No. C-1869
3�
S
F
S
0
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TRENCH WIDTH
r GRADE
I
� I
TRENCH WIDTH
PLAN
DIGABLE FLOWABLE
FILL 9 200 PSI
OR CLASS B CONCRETE,
DIGABLE FLOWABLE
FILL @ 200 PSI OR
CLASS B CONCRETE,
C I T Y O F G R E E N S B O R O
ANTI -SEEP PIPE COLLAR STD. NO. REV.
FOR SEWER LINES 219 06-15
LEGEND
D = OUTLET PIPE DIAMETER
150 = MEDIAN STONE SIZE IN A WELL GRADED
APRON
dmax = 1. 5 X d50 = MAXIMUM STONE DIAMETER
t = APRON THICKNESS = 1.5 X dmax
L = LENGTH (DETERMINED FROM SECT. B. 06)
W = WIDTH C END OF APRON (DETERMINED IN
SECT. 8.06 DEPENDING ON TAILWATER
CONDI TIONS)
WIDTH 9 OUTLET = 3D
NOTES.'
RIP -RAP PIPE OUTLET PROTECTION APRONS
ARE TO BE DESIGNED ACCORDING TO THE
NORTH CAROLINA EROSION AND SEDIMENT
CONTROL PLANNING AND DESIGN MANUAL,
SECTION 8. 06.1 - 8. 06. 4
PLACE RIP -RAP AROUND PIPE AS DIRECTED
BY THE FIELD ENGINEER.
m ClTY OF GREENSBORO
STANDARD PIPE OUTLET STD. N0. V.
W EROSION CONTROL DEVICE 422 03-97
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TEMPORARY
09/06
REQUIREMENTS) 0.
0
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WDOWNSLOPE
UPSLOPE STAKE
STAKE
PAM
PAM (1 OZ.) FLOW
w (1 OZ.)
H
> - _-
SEE INSET B MATTING
2' MIN. 6' MIN.
TOP VIEW
PAM
(2 OZ.)
STAKES
PAMSTAPLES PAM
cs oz.s a Oz.)
INSET A INSET B INSET C
NOTES.'
1. USE MINIMUM 12 " DIA. EXCEL 51OR WA TTL E
2. USE 2 FT WOODEN STAKES WITH A 2" X 2" NOMINAL CROSS SECTION.
3. ONL Y INSTAL L WA TTL E (S) IN DI TCH SUCH THA T FL OW PASSES OVER THE WEIR FORMED
IN THE CENTER OF THE WATTLE AND NOT AROUND THE WATTLE TO PREVENT BANK EROSION.
4. INSTALL A MINIMUM OF 2 UPSLOPE STAKES AND 4 DOWNSLOPE STAKES AT AN ANGLE
TO WEDGE WA TTL E TO BOT TOM OF DI TCH.
5. PROVIDE STAPLES MADE OF 0. 125" DIA. STEEL WIRE FORMED INTO A
U SHAPE NOT LESS THAN 12 " IN LENGTH.
5. INSTALL STAPLES APPROXIMATELY EVERY 1 LF ON BOTH SIDES OF WATTLE
AND AT EACH END TO SECURE IT TO THE SOIL.
7. INSTALL MATTING IN ACCORDANCE WITH SECTION 1531 OF THE STANDARD SPECIFICATIONS.
B. PRIOR TO POLYACRYLAMIDE (PAM) APPLICATION, OBTAIN A SOIL SAMPLE FROM PROJECT
L OCA TION AND FROM ANY OFFSI TE BORROW MA TERIAL . ANAL YZE FOR APPROPRIA TE PAM
FLOCCULANT TO BE APPLIED TO EACH WATTLE.
9. INTIALL Y APPL Y 2 OUNCES OF ANIONIC OR NEUTPA LL Y CHARGED PAM OVER WATTLE WHERE
WA TER WILL FL OW AND 1 OUNCE OF PAM ON MA TTING ON EACH SIDE OF WA TTL E. REA PPL Y
PAM AFTER EVERY RAINFALL EVENT THAT IS EQUAL TO OR EXCEEDS 0. 50 ".
10. ONL Y POL YACRYLAMIDES FROM THE NC-DWQ APPROVED LIST ARE TO BE USED. ANY
i OTHER PROPOSED FLOCCULANT REQUIRES REVIEW 6 APPROVAL BY THE DWQ AQUATIC
TOXICOL OG Y UNI T.
11. WA TTL ES SHOUL D BE SPACED IN DI TCH USING THE FORMUL A:
(WATTLE DIA. (FT) X 1001 / SL OPE (9)
3 12. WA TTL E MA T TING IS NOT REQUIRED ON DI TCH L INES WHERE COMPLETE MA TTING
INSTALLATION IS INDICATED ON THE PLANS.
PAGE 2 OF 2
m C/ T Y O F G R E E N S B O R O
N
N STD. NO. V.
12/10
WATTLE WITH POLYACRYLAMIDE (PAM) 223
U
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CITY OF - • - •
TEMPORARY
(CITY REQUIREMENTS) mm_
SEE INSET A
EROSIONEXCELSIOR WATTLE 'VO -WN ;!T-0
TYPE 4
CONTROL
BACK
SLOPE \_
i
ISOMETRIC VIEW
2 IN.
� SEE INSET C
ENSURE ADEQUATE
CONTACT IS MADE
WITH GROUND USING
WOODEN STAKES 6
WIRE STAPLES.
MATTING
2' UPSLOPE
STAKE
EDGE OF PAVEMENT
NATURAL GROUND
2' DOWNSLOPE
STAKE
CROSS SECTION - TRAPEZOIDAL DITCH
I'm
MATTING
2' UPSLOPE
STAKE
NATURAL GROUND
2' DOWNSLOPE
STAKE
CROSS SECTION - VEE DITCH
PAGE t OF 2
C/ T Y OF GREENSBORO
STD. NO. V.
WATTLE WITH POLYACRYLAMIDE (PAM) 12/10
223 U
C7
CONTRACT SHEET
26 of 27
SENSITIVE INFORMATION
Not to be copied or
distributed without the
express written permission
of the City of Greensboro.
Know what's below.
Call before you dig.
CHY of a
round
Loca I
uests
COG Water R ces D
-373-2033
GDOT Traffi
-373-2606
COG/Guilfor
-373-2084
COG Wate S
-373-5855
Tanks/ e
GDOT Sto a
6-373-2569
NPDES
General Permit
Applies
DISTURBED AREA =
21 Acres
FOR REVIEW ONLY -NOT
FOR CONSTRUCITON
SEPTEMBER 2019
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REVISIONS TYPE CONTRACT CONTRACTOR AS -BUILT AUTH. DATE BENCH MARKS I JOB# GRGRN400 P- CITY OF GREENSBORO K_
ROADWAY DESIGNED BY MMP ENGINEERING DIVISION
SEWER 201-.7' CONST. SURVEY BY - BIRCH CREEK SEWER 1A PROVEMENTS SHEET NO.
WATER CHECKED BY DAH MISCELLANEOUS COG STANDARD DETAILS Anr%Ar,r

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CONSTRUCTION SEQUENCE
1. CONTACT NCDEQ—DEMLR LAND QUALITY SECTION AT 336-771-5000 PRIOR TO ANY LAND DISTURBING ACTIVITIES
TO SCHEDULE A PRE—CONSTRUCTION MEETING WITH REPRESENTATIVES FROM NCDEQ, CONTRACTOR AND OWNER.
2. FLAG THE LIMITS OF CONSTRUCTION AND MARK ITEMS TO BE PROTECTED SUCH AS TREES AND EXISTING UTILITIES.
3. INSTALL TEMPORARY CONSTRUCTION ENTRANCES AS SHOWN.
4. REMOVE ANY TREES AND VEGETATION AS NECESSARY TO INSTALL SILT FENCE ANY OTHER EROSION CONTROL
MEASURES FOR ALL AREAS TO BE DISTURBED.
5. STOCKPILE AND STAGE MATERIALS AND EQUIPMENT AS NECESSARY TO PREPARE FOR CONSTRUCTION.
6. BEGIN CONSTRUCTION OF PROPOSED FACILITIES ONLY AFTER ALL EROSION CONTROL MEASURES ARE INSTALLED IN
AREAS DOWNSTREAM OF WORK TO BE PERFORMED.
7. ONCE PROPOSED FACILITIES ARE CONSTRUCTED AND SURFACES ARE RESTORED TO ORIGINAL GRADES,
CONTRACTOR TO INSTALL POST—CONSTRUCTION EROSION CONTROL MEASURES SUCH AS STORM PIPE OUTLET
PROTECTION AND MATTING.
8. SEED, MULCH AND INSTALL MATTING WERE NECESSARY TO ACHIEVE REQUIRED STABILIZATION TIMEFRAMES AS
SHOWN ON THIS SHEET.
9. NOTIFY NCDEQ—DEMLR LAND QUALITY SECTION ONCE VEGETATION IS ESTABLISHED AND WITH APPROVAL FROM
NCDEQ REMOVE TEMOPORARY EROSION CONTROL MEASURES.
SEEDING WETLANDS, BANKFULL NATURAL CHANNELS, AND NATURAL CHANNEL BUFFERS
TEMPORARY SEEDING:
Application
- Mix 2 Species together
Design & Consultancy
- Fertilizer to be determined by soil testing provided by Contractor and approved by EngineerfOwner
- Temporary grass to be out prior to Permanent Seeding
Seed Species
lbs/Acre
for natural and
Slopes steeper than 3:1
7 days
If slopes are 10' or less in length and are not
steeper than 2:1, 14 days are allowed.
Summer German Millet
10
(8/15 - 4/15) Srowntop Millet
10
Winter Rye Grain
40
(5/15 - 8/15) Wheat
30
PERMANENT SEEDING:
- Mix 4 Species together
CHECKED BY DAH
- Fertilizer to be determined by soii testing provided by Contractor and approved by Engineer/Owner
- Temporary grass to be cut prior to Permanent Seeding
Fall Deertongue
5
(9/1 -11/1) Soft Rush
2
Shallow Sedge
2
Fox Sedge
2
Winter Switchgrass
3
(1211 -4/1) Deertongue
5
Sweet Woodreed
2
Rice Cutgrass
5
Soft Rush
2
Shallow Sedge
2
Fox Sedge
2
IN CHANNELS, ROLL OUT STRIPS OF NETTING PARALLEL TO
THE DIRECTION OF THE FLOW AND OVER THE PROTECTIVE
MULCH
ANCH01
IN A 1,'
MATERIAL SPECIFICATIONS
TEMPORARY LININGS SHALL BE AMERICAN EXCELSOR COMPANY (AEC) CURLEX
I, AEC PREMIER STRAW (DBL. NET), SI GEOSOLUTIONS LANDLOK S2, OR
EQUIVALENT MATTING RATED FOR 5 FPS AND 1.5 LBS/SF SHEAR MINIMUM.
PERMANENT LININGS SHALL BE SI GEOSOLUTIONS TRM 1060 PERMANENT MAT
OR EQUIVALENT SOIL FILLED PERMANENT MATTING.
INICTAI I AT1r)K1
PRODUCTS DESIGNED TO CONTROL EROSION SHOULD BE INSTALLED IN ACCORDANCE WITH
MANUFACTURER'S INSTRUCTIONS. ANY MAT OR BLANKET—TYPE PRODUCT USED AS A
PROTECTIVE MULCH SHOULD PROVIDE COVER OF AT LEAST 30% OF THE SURFACE WHERE
IT IS APPLIED.
1 • APPLY LIME, FERTILIZER AND SEED BEFORE LAYING THE NET OR MAT.
2. START LAYING THE NET FROM THE TOP OF THE CHANNEL OR SLOPE AND UNROLL IT
DOWN THE GRADE. ALLOW NETTING TO STAY LOOSELY ON THE SOIL OR MULCH COVER
BUT WITHOUT WRINKLES -- DO NOT STRETCH.
3. TO SECURE THE NET, BURY THE UPSLOPE END IN A SLOT OR TRENCH NO LESS THAN 6
INCHES DEEP, COVER WITH SOIL, AND TAMP FIRMLY. STAPLE THE NET EVERY 12 INCHES
ACROSS THE TOP END AND EVERY 3 FT. AROUND THE EDGES AND BOTTOM. WHERE 2
STRIPS OF NET ARE LAID SIDE BY SIDE, THE ADJACENT EDGES SHOULD BE OVERLAPPED
3 INCHES AND STAPLED TOGETHER. EACH STRIP OF NETTING SHOULD ALSO BE STAPLED
DOWN THE CENTER, EVERY 3 FT. DO NOT STRETCH THE NET WHEN APPLYING STAPLES.
v v�r«r�r 4• TO JOIN TWO STRIPS, CUT A TRENCH TO ANCHOR THE END OF THE NEW NET. OVERLAP
JOIN STRIPS BY ANCHORING THE END OF THE PREVIOUS ROLL 12 INCHES AND STAPLE EVERY 12 INCHES JUST BELOW
AND OVERLAPPING THE ANCHOR SLOT.
►� A"I 1�7lwl oil
INSPECT ALL MULCHES PERIODICALLY, AND AFTER RAINSTORMS TO CHECK FOR RILL EROSION,
DISLOCATION OR FAILURE. WHERE EROSION IS OBSERVED, APPLY ADDITIONAL MULCH. IF
WASHOUT OCCURS, REPAIR THE SLOPE GRADE, RESEED, AND REINSTALL MULCH. CONTINUE
INSPECTIONS UNTIL VEGETATION IS FIRMLY ESTABLISHED.
MATTING/NETTING PLACEMENT DETAIL
NO SCALE
Site Area Description
Application
Timeframe Exceptions
Design & Consultancy
Rate
Period
Seed Species
lbs/Acre
IN CHANNELS, ROLL OUT STRIPS OF NETTING PARALLEL TO
THE DIRECTION OF THE FLOW AND OVER THE PROTECTIVE
MULCH
ANCH01
IN A 1,'
MATERIAL SPECIFICATIONS
TEMPORARY LININGS SHALL BE AMERICAN EXCELSOR COMPANY (AEC) CURLEX
I, AEC PREMIER STRAW (DBL. NET), SI GEOSOLUTIONS LANDLOK S2, OR
EQUIVALENT MATTING RATED FOR 5 FPS AND 1.5 LBS/SF SHEAR MINIMUM.
PERMANENT LININGS SHALL BE SI GEOSOLUTIONS TRM 1060 PERMANENT MAT
OR EQUIVALENT SOIL FILLED PERMANENT MATTING.
INICTAI I AT1r)K1
PRODUCTS DESIGNED TO CONTROL EROSION SHOULD BE INSTALLED IN ACCORDANCE WITH
MANUFACTURER'S INSTRUCTIONS. ANY MAT OR BLANKET—TYPE PRODUCT USED AS A
PROTECTIVE MULCH SHOULD PROVIDE COVER OF AT LEAST 30% OF THE SURFACE WHERE
IT IS APPLIED.
1 • APPLY LIME, FERTILIZER AND SEED BEFORE LAYING THE NET OR MAT.
2. START LAYING THE NET FROM THE TOP OF THE CHANNEL OR SLOPE AND UNROLL IT
DOWN THE GRADE. ALLOW NETTING TO STAY LOOSELY ON THE SOIL OR MULCH COVER
BUT WITHOUT WRINKLES -- DO NOT STRETCH.
3. TO SECURE THE NET, BURY THE UPSLOPE END IN A SLOT OR TRENCH NO LESS THAN 6
INCHES DEEP, COVER WITH SOIL, AND TAMP FIRMLY. STAPLE THE NET EVERY 12 INCHES
ACROSS THE TOP END AND EVERY 3 FT. AROUND THE EDGES AND BOTTOM. WHERE 2
STRIPS OF NET ARE LAID SIDE BY SIDE, THE ADJACENT EDGES SHOULD BE OVERLAPPED
3 INCHES AND STAPLED TOGETHER. EACH STRIP OF NETTING SHOULD ALSO BE STAPLED
DOWN THE CENTER, EVERY 3 FT. DO NOT STRETCH THE NET WHEN APPLYING STAPLES.
v v�r«r�r 4• TO JOIN TWO STRIPS, CUT A TRENCH TO ANCHOR THE END OF THE NEW NET. OVERLAP
JOIN STRIPS BY ANCHORING THE END OF THE PREVIOUS ROLL 12 INCHES AND STAPLE EVERY 12 INCHES JUST BELOW
AND OVERLAPPING THE ANCHOR SLOT.
►� A"I 1�7lwl oil
INSPECT ALL MULCHES PERIODICALLY, AND AFTER RAINSTORMS TO CHECK FOR RILL EROSION,
DISLOCATION OR FAILURE. WHERE EROSION IS OBSERVED, APPLY ADDITIONAL MULCH. IF
WASHOUT OCCURS, REPAIR THE SLOPE GRADE, RESEED, AND REINSTALL MULCH. CONTINUE
INSPECTIONS UNTIL VEGETATION IS FIRMLY ESTABLISHED.
MATTING/NETTING PLACEMENT DETAIL
NO SCALE
Site Area Description
Application
Timeframe Exceptions
Design & Consultancy
Rate
Period
Seed Species
f 1bstAcre
IN CHANNELS, ROLL OUT STRIPS OF NETTING PARALLEL TO
THE DIRECTION OF THE FLOW AND OVER THE PROTECTIVE
MULCH
ANCH01
IN A 1,'
MATERIAL SPECIFICATIONS
TEMPORARY LININGS SHALL BE AMERICAN EXCELSOR COMPANY (AEC) CURLEX
I, AEC PREMIER STRAW (DBL. NET), SI GEOSOLUTIONS LANDLOK S2, OR
EQUIVALENT MATTING RATED FOR 5 FPS AND 1.5 LBS/SF SHEAR MINIMUM.
PERMANENT LININGS SHALL BE SI GEOSOLUTIONS TRM 1060 PERMANENT MAT
OR EQUIVALENT SOIL FILLED PERMANENT MATTING.
INICTAI I AT1r)K1
PRODUCTS DESIGNED TO CONTROL EROSION SHOULD BE INSTALLED IN ACCORDANCE WITH
MANUFACTURER'S INSTRUCTIONS. ANY MAT OR BLANKET—TYPE PRODUCT USED AS A
PROTECTIVE MULCH SHOULD PROVIDE COVER OF AT LEAST 30% OF THE SURFACE WHERE
IT IS APPLIED.
1 • APPLY LIME, FERTILIZER AND SEED BEFORE LAYING THE NET OR MAT.
2. START LAYING THE NET FROM THE TOP OF THE CHANNEL OR SLOPE AND UNROLL IT
DOWN THE GRADE. ALLOW NETTING TO STAY LOOSELY ON THE SOIL OR MULCH COVER
BUT WITHOUT WRINKLES -- DO NOT STRETCH.
3. TO SECURE THE NET, BURY THE UPSLOPE END IN A SLOT OR TRENCH NO LESS THAN 6
INCHES DEEP, COVER WITH SOIL, AND TAMP FIRMLY. STAPLE THE NET EVERY 12 INCHES
ACROSS THE TOP END AND EVERY 3 FT. AROUND THE EDGES AND BOTTOM. WHERE 2
STRIPS OF NET ARE LAID SIDE BY SIDE, THE ADJACENT EDGES SHOULD BE OVERLAPPED
3 INCHES AND STAPLED TOGETHER. EACH STRIP OF NETTING SHOULD ALSO BE STAPLED
DOWN THE CENTER, EVERY 3 FT. DO NOT STRETCH THE NET WHEN APPLYING STAPLES.
v v�r«r�r 4• TO JOIN TWO STRIPS, CUT A TRENCH TO ANCHOR THE END OF THE NEW NET. OVERLAP
JOIN STRIPS BY ANCHORING THE END OF THE PREVIOUS ROLL 12 INCHES AND STAPLE EVERY 12 INCHES JUST BELOW
AND OVERLAPPING THE ANCHOR SLOT.
►� A"I 1�7lwl oil
INSPECT ALL MULCHES PERIODICALLY, AND AFTER RAINSTORMS TO CHECK FOR RILL EROSION,
DISLOCATION OR FAILURE. WHERE EROSION IS OBSERVED, APPLY ADDITIONAL MULCH. IF
WASHOUT OCCURS, REPAIR THE SLOPE GRADE, RESEED, AND REINSTALL MULCH. CONTINUE
INSPECTIONS UNTIL VEGETATION IS FIRMLY ESTABLISHED.
MATTING/NETTING PLACEMENT DETAIL
NO SCALE
Tattle 6.1 Da
Temporary Seeding
Recommendations for Late
Winter and Early Spring
Table 6.1 Oc
Temporary Seeding
Recommendations for rail
Table 6.110
Seeding No. 5P for:
Grass -lined Channels
Seeding mixture
Specles Rate (lb/acre)
i�ys (grain) 120
Annual lespedeza (Kobe in
Piedmont and Coastal Plain,
Korean in Mountains) 50
Omit annual lespodaza when duration of temporary cover is not to axtand
!beyond June.
Seeding dates
Ivinuotnins—Above OD fi: Fara, 15 - May 15
Below 2500 it. Feb. 1 - May 1
Piedmont—Jan. 1 - May 1
Coastal Plain—Dec. 1 - Apr. 15
Sots amendments
Follow recommendations of soiltests orapply2,000lb/acre ground agricul-
tural limestone and 750 Iblacre 10-10-10 fertilizer.
Mulch
,App;y 4,000 Iblacre strawy, Anchor straw by tackirg with asphalt, netting.
or a mulch anchoring tool. A disk with blades set nearly straight can be
used as a mulch anchoring tool.
Malntienance
Referiilize if growth is notfully adequate. Reseed, raferiiliza and mulch im-
mediately following erosion or othor damaga.
Seeding mixture
Spec [as Mate (Iblacre)
Rye (grain) 120
Seeding dates
Mounlains--,Aug, 15 - Dor,. 15
�nast�i Plain and Piedrnonl—Aug. 15 -Dec. 30
SOi I amendments
F:Aovr c---:;1 tuts or apply 2,000 lb/acre ground agricultural limestone and
iC:G Ib,'acre 10-10-10 fertilizer..
Mulch
Apply 4,000 Iblacre straw. ,Anchor straw by tacking with asphalt, netting,
e7r a mulch anchoring toot. A disk With blades set nearly straight can be
,sed as a mulch anchoring local.
Maintenance
Repair and rofortilize damagod areas immediately. Topdress with 50
blacre of nitrogen in March. If it is necessary to extend temporary coyw
beyond dune 15. overseed with 50 Iblacre Kobe (Piedmont and Guas.al
Plain) or Korean (Mou,nfalns) laspadezar in late f=abruary or early March.
Seeding mixture
Species' Bate (Iblacre)
Tall fescue 200 (4-5 Ib.11.000 ft
z)
Nurse Tants
Bot oon May i and Aug. 16 acid 151b7acm udangrassor 151ba acreGer-
man millet_ Before May t, or after Aug_ 15, add 40 Iblacre rye (grain) -
See dl n g
grain)_
Seeding dates
Best: Aug. 25 -Qct.
Possible: Feb, - Apr, 15
Avoid seeding from Nov. lo Jan. R seeding must be done at this time, add
40 Iblacre rye grain and use a chann6l lining that ollfers maximum protec-
tion_
Soil amendments
Apply time and fertilizer according to sail tests, car apply 4,040 lb/acre
ground agriculturallimastoneand 1,i000lbfacrel0-10-10 fertilizer. Operate
tillage equipment across the waterway.
Mulch
Use jute, excelsior mattingi, or other effeotive channel lining material to
corer the bottom cf channels and ditches, and staple securely. The lining
should extend above the highest calculated depth of Clow. 0 n ch ann el side
slopes above this height, and in drainages riot requiring temporary linings,
apply 4,0001b/acre grain straw and anchorstraw by stapling netting over
the tap.
Mulch and anaoring materials must not be alloyed to Wash down slopes
where lheyr can clog drainage devic.as.
Maintenance
Inspectt and repair mulch frequently. lRefertillze in late wlnterol thefollvw-
ing year; use soil tests or apply 150 lblacra 10-10-10_ Mow regularly to a
1�a lit of 2-4 inchas_
R of e r to Appendix 8.02 f r 6otan ica I names
SEDIMENTATION AND EROSION CONTROL NOTES -
1. SEEDING AND MULCHING OR PROPER GROUND COVER WILL BE PROVIDED FOR
DISTURBED AREAS AFTER EVERY 1000 LINEAR FEET OF SEWER LINE
CONSTRUCTION.
2. SEED BED DEPTH TO BE MINIMUM 6 INCHES.
3. MULCH ASPHALT TACK APPLICATION RATE TO BE 150 GALLONS/ACRE.
STABII4,tmpON TIMER WS
Site Area Description
Stabilization
Timeframe Exceptions
Design & Consultancy
VIARCADIS
None
G High Quality Water
7 days
for natural and
Slopes steeper than 3:1
7 days
If slopes are 10' or less in length and are not
steeper than 2:1, 14 days are allowed.
l� Slopes 3:1 or flatter
built assets
ARCADIS G&M of North Carolina, Inc.
Tel: [phone]
7029 Albert Pick Road, Suite 101
www.arcadis.com
Greensboro, North Carolina 27409
License No. C-1869
Tattle 6.1 Da
Temporary Seeding
Recommendations for Late
Winter and Early Spring
Table 6.1 Oc
Temporary Seeding
Recommendations for rail
Table 6.110
Seeding No. 5P for:
Grass -lined Channels
Seeding mixture
Specles Rate (lb/acre)
i�ys (grain) 120
Annual lespedeza (Kobe in
Piedmont and Coastal Plain,
Korean in Mountains) 50
Omit annual lespodaza when duration of temporary cover is not to axtand
!beyond June.
Seeding dates
Ivinuotnins—Above OD fi: Fara, 15 - May 15
Below 2500 it. Feb. 1 - May 1
Piedmont—Jan. 1 - May 1
Coastal Plain—Dec. 1 - Apr. 15
Sots amendments
Follow recommendations of soiltests orapply2,000lb/acre ground agricul-
tural limestone and 750 Iblacre 10-10-10 fertilizer.
Mulch
,App;y 4,000 Iblacre strawy, Anchor straw by tackirg with asphalt, netting.
or a mulch anchoring tool. A disk with blades set nearly straight can be
used as a mulch anchoring tool.
Malntienance
Referiilize if growth is notfully adequate. Reseed, raferiiliza and mulch im-
mediately following erosion or othor damaga.
Seeding mixture
Spec [as Mate (Iblacre)
Rye (grain) 120
Seeding dates
Mounlains--,Aug, 15 - Dor,. 15
�nast�i Plain and Piedrnonl—Aug. 15 -Dec. 30
SOi I amendments
F:Aovr c---:;1 tuts or apply 2,000 lb/acre ground agricultural limestone and
iC:G Ib,'acre 10-10-10 fertilizer..
Mulch
Apply 4,000 Iblacre straw. ,Anchor straw by tacking with asphalt, netting,
e7r a mulch anchoring toot. A disk With blades set nearly straight can be
,sed as a mulch anchoring local.
Maintenance
Repair and rofortilize damagod areas immediately. Topdress with 50
blacre of nitrogen in March. If it is necessary to extend temporary coyw
beyond dune 15. overseed with 50 Iblacre Kobe (Piedmont and Guas.al
Plain) or Korean (Mou,nfalns) laspadezar in late f=abruary or early March.
Seeding mixture
Species' Bate (Iblacre)
Tall fescue 200 (4-5 Ib.11.000 ft
z)
Nurse Tants
Bot oon May i and Aug. 16 acid 151b7acm udangrassor 151ba acreGer-
man millet_ Before May t, or after Aug_ 15, add 40 Iblacre rye (grain) -
See dl n g
grain)_
Seeding dates
Best: Aug. 25 -Qct.
Possible: Feb, - Apr, 15
Avoid seeding from Nov. lo Jan. R seeding must be done at this time, add
40 Iblacre rye grain and use a chann6l lining that ollfers maximum protec-
tion_
Soil amendments
Apply time and fertilizer according to sail tests, car apply 4,040 lb/acre
ground agriculturallimastoneand 1,i000lbfacrel0-10-10 fertilizer. Operate
tillage equipment across the waterway.
Mulch
Use jute, excelsior mattingi, or other effeotive channel lining material to
corer the bottom cf channels and ditches, and staple securely. The lining
should extend above the highest calculated depth of Clow. 0 n ch ann el side
slopes above this height, and in drainages riot requiring temporary linings,
apply 4,0001b/acre grain straw and anchorstraw by stapling netting over
the tap.
Mulch and anaoring materials must not be alloyed to Wash down slopes
where lheyr can clog drainage devic.as.
Maintenance
Inspectt and repair mulch frequently. lRefertillze in late wlnterol thefollvw-
ing year; use soil tests or apply 150 lblacra 10-10-10_ Mow regularly to a
1�a lit of 2-4 inchas_
R of e r to Appendix 8.02 f r 6otan ica I names
SEDIMENTATION AND EROSION CONTROL NOTES -
1. SEEDING AND MULCHING OR PROPER GROUND COVER WILL BE PROVIDED FOR
DISTURBED AREAS AFTER EVERY 1000 LINEAR FEET OF SEWER LINE
CONSTRUCTION.
2. SEED BED DEPTH TO BE MINIMUM 6 INCHES.
3. MULCH ASPHALT TACK APPLICATION RATE TO BE 150 GALLONS/ACRE.
STABII4,tmpON TIMER WS
Site Area Description
Stabilization
Timeframe Exceptions
❑O Perimeter dikes, swales, ditches and slopes
7 days .
None
G High Quality Water
7 days
None
Slopes steeper than 3:1
7 days
If slopes are 10' or less in length and are not
steeper than 2:1, 14 days are allowed.
l� Slopes 3:1 or flatter
14 days
7 days for slopes greater than 50' in length.
v All other areas with slopes flatter than 4:1
14 days
None, except for perimeters and HQW Zones.
Table 6.101)
Temporary Seeding
IBecommendatlonsior
Summer
Table 6.11m
Seeding No. 3P for: Gentle
Slopes, Solis with Average or
Better Moisture Retention,
Cooler Sites; High
Maintenance
Seeding mixture
Species Rate (Ibiacra)
German millet 40
In The Piedmont and Mountains, a small-s!ernmed Sudangrass may be
subsliluted at a rate of 50 lbiacre,
Seeding dates
Mountains—May 15 - Aug. 15
Piedmont—May 1 - Aug. 15
Ooastal PCain—Apr. 15 -Aug. 15
Soil amend Monts
F'ollowwrecornmendatlonsctsc�lltGMsorapply ,b00lb/acregroundagricul-
tural iimostone and 750 lig, acre 10-10-10 fort iliz€�r,
Mulch
Apply 4,000 Iblacre straw. Anchor straw by tacking with asphalt, netting,
or a mulch anchoring tool. A disk with blades se; nearly straight can bo
used as a rnulch anChOring tor�1.
Maintenance
Refertilize itgrow4"th is notfully adequato. Rowed, re artiiizoand mulch im-
madiateiy following ems [bn oroth or damage.
Seeding mlxlure
species' Bate {Iblacre)
Bland of two turf -type tall
fnscuns (90D/8) and two or
more improved Kentucky
bluegrass varieties (10%) 200-250
Beading dates
Best Paas I ble
Fall: Aug- 25 - Sept_ 15 Aug- 20 - Oct. 25
Winter. — Feb. 1 - Mar. 31
For qualityturf avoid spring seeding. There grading is complated during
late winter or spring, an altornativa is to seed 30 Ibfacre Kobe lespedeza,
keep mowed, prepare seedbed, and seed a permanent mixture in early
fall,
oiI amendments
Apply lime and fertilizer according to soil tests, or apply 4,000 lblacrn
ground egficultural limestone and 1,000 lb/acre 10.10-10 fertilizer.
Mulch
Apply 4,000 Iblacre small grain straw or equivalent covor of arlothor
suitable mulch. Anchor straw by tacking with asphalt, netting, or roving or
by crimping with a mulch anchoring tool. A disk with blades set nearly
straight can be used ars a rnulch anchoring toad.
Malrttenance
Fertilize according to sail tests or apply 401blarcre nitrogen in ,Jan. c Feb„
40 lb in Sept., and 40 Ib in Nov., from a 12 -4r -S, 16-4-6, or sirnifar turf fer-
tilizer- Avoid fertilizer applications during warm waather, as this increases
stand losses to disease. Maw in a height of 2,5-�.5 inches as naodad_
Reseed, fertilize, and mulch darnaged areas immediately.
1 Rafe r to Appendix 8.02 for bolan kcal n a roes.
CONTRACT SHEET
27 of 27
SENSITIVE INFORMATION
Not to be copied or
distributed without the
express written permission
of the City of Greensboro.
Know what's below.
TYPE
ROADWAY
Call before you dig.
City ofJR
round
Loca
i;
uests
COG Wateces D
—373-2033
GDOT Tra
—373-2606
COG/Guil
—373-2084
COG Wate
—373-5855
Tanks/GDOT
CONST. SURVEY BY —
Sto
—373-2569
NPDES
General Permit
Applies
DISTURBED AREA =
21 Acres
FOR REVIEW ONLY -NOT
FOR CONSTRUCITON
SEPTEMBER 2019
/
C,ARo �11i
o ° e'
o
SEAL
�° 036233 0 -
° °
"/ w
i,/;/p/ Y L ° WI\P`��
0//lllll10
REVISIONS
TYPE
ROADWAY
CONTRACT
CONTRACTOR
AS—BUILT
AUTH. DATE
BENCH MARKS
JOB# GRGRN400 P—
DESIGNED BY JLM
CITY OF GREENSBORO
ENGINEERING DIVISION
BIRCH CREEK SEWER 1A PROVEN ENTS
SEWER
201
CONST. SURVEY BY —
WATER
CHECKED BY DAH
K -
SHEET NO.
OF