20191283 Ver 1_BirchCreekOutfall-BufferExhibit_20200127

CONTRACT SHEET
1 OF 27
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CITY OF GREENSBORO
MELVING MUNICIPAL
OFFICE BUILDING (MMOB)
300 W. WASHINGTON ST.
GREENSBORO, NC 27401
CITY OF GREENSBORO
WATER RESOURCES DEPT.
2602 S. ELM-EUGENE ST.
GREENSBORO, NC 27406
WATER
- - -
L.F.
X
$1.50
= $
0.00
SEWER
(24")
LINE
A
1197
L.F.
X
$1.50
= $
0.00
SEWER
(18")
LINE
A
3021
L.F.
X
$1.50
= $
0.00
SEWER
(12")
LINE
A
3905
L.F.
X
$1.50
= $
0.00
SEWER
(8")
LINE
A
2772
L.F.
X
$1.50
= $
0.00
SEWER
(18")
LINE
B
5103
L.F.
X
$1.50
= $
0.00
ROADWAY
- - -
L.F.
X
$1.50
= $
0.00
TOTAL......................................................................... $ ..............
❑ ROADWAY TO BE PRIVATELY INSPECTED
DATE FEE (S) RECEIVED BY CITY OF GREENSBORO ..................
Design & Consultancy
04ARCADIS for natural and
built assets
ARCADIS G&M of North Carolina, Inc.
Tel: [phone]
7029 Albert Pick Drive, Suite 101
www.arcadis.com
Greensboro, North Carolina 27409
License No. C-1869
City of Greensboro
Water Resources Department
Birch Creek Sewer Improvements
Phase
Contract 2018-042B
Project P05964-07
100% Submittal
��+ 1900ADVIEW' JOY
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:� * e Old ,fit
cone 8}�
• White Oak McLeansville Gibsonville
PA�Oxa► - i 61
-- -- - - _ PROJECT LOCATION
Rd
ree n sbo ro . t Whitset
onr►rll Rd s�A%
Piedmont
Heights
f 70 Troxiers hill
L" RI
Forest oaks
Vicinity Map
Scale: 1"=6000'+
q
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CONSTRUCTION INSPECTION
REQUIRED FOR 24", 18,
12 AND 8" SANITARY
SEWER. CALL
336 — 373— 2377 TO
SCHEDULE AN INSPECTION.
NCAR
SEAL
18101 i
SEAL NOT VALID UNLESS SIGNED AND DATED
4. •
SEAL
036233 i
'•. FNGI NEED;••'
SEAL NOT VALID UNLESS SIGNED AND DATED
Know what's below.
call before you d
City
COG Water R es 0 t -373-2033
GOOT Traffi -373-2606
COG/Guilfor -373-2084
COG Water S -373-5855
Tanks/Tre
GOOT Stor.Wa -373-2569
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INDEX TO CONTRACT DRAWINGS
SHEET NO
DESCRIPTION
CONTRACT SHEET
9 OF 97
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POINT CONTROL POINT 1001 NORTHING: 850,557.59'
NORTHING: 850,505.86' EASTING: 1,805,017.02'
EASTING: 1,801,892.37' ELEVATION: 719.25'
ELEVATION: 694.64
L(Z: � BURLINGTON ROAD
—� US - 70
U 1 O ALINE REID COOPER 1 �S TO'V
` 5532 R1 BURLINGTON RD.
u ( MCLI7301
PN# 8804299638
`�Q R��1O
O a l PARCEL# 011IJ113 ��77
C7 DB:3572 PG: 4
0
p z
m
TANYA LEE HOBS N I GL H C LOWDERMILK & SONS INC
5306 HOOPER RD 340 BIRCH CREEK RD. EAST GSO HOLDINGS LLC PAR# EL# 01 7 65 C8 MCLPN# 8804388471ANSMLLE, NC 7301 MCLEANISVILLERNCK27301 PARCEL# 01191 7 V
DB:7800 PG:14 5 PARCEL# PG 48 fi PIN# L# 0117416
g 804593177
PD:87 PG: 370 OB: 2333 PG: 484 PARCEL# 0117416
p DB: 8096 PG: 1839
x
EAST GSO HOLDINGS LLC
311 BIRCH CREEK RD.
MCLEANSVILLE, NC 27301
ANDREA GAIL WILLIAMS R PIN# 8804593177
506 DEBANNE RD. PARCEL# 0117416
MCLEANSVILLE, NC 27301 DB:8096 PG:1839
PIN# 8804287043 ON TROL POINT 1007
PARCEL# 0119114 0 / NORTHING 847,313.08'
DB: 7195 PG 2735 ^ J EASTING: 1 :695.5 6.88' Lu
/V- ELEVATION: fi95.50 C 14
> z_
Q2
J
J
V FAMILY TRUST O '
ROGER WAYNE SMI OZ:
REALTY OF ROCKLAND LLC PAISLEY FARM RD.
513 515 CARLANN VALLE 400 BIRCH CREEK RD. 11
MCLEANSVILLE, NC 27301 CLEANSVILLE, NC 27301
PIN# 8804370486 PIN# 8804365748 MARTHA BATEMAN
PARCEL# 011910fi PARCEL# 0119116 5424 PAISLEY FARM RD.
DB:6495 PG.292 �.8000 PG: 2968
MCLEANSVILLE, 2 27301
0 PIN#AR EL#0117417
,A _ 045
PARCEL# 0117417
�V/ incDB: 7560 PG:1677h c F R
------------------------------------------
V
CONTROL POINT 1006`DL\ % m GORDON C PAISLEY LIVING TRUST
NORTHING: 846,515.52' �1 \�\ 5406 PAISLEY FARM RD.
FASTING: 1,802, 215.36� MCLEANSVILLE, NC 27301 1
ELEVATION:704.89' PIN# 8804615671
R PARCEL# 0117433
OB:5462 PG: 1205
rLll XEE MOUA
424 BIRCH CREEK RD.
MCLEANSVILLE, NC 27301
PIN# 8804464078
1 PARCEL# 0117430
DB: 6631 PG: 2780
C5 PB: 47 PG: 96
TIMOTHY WILLIAM RICH AMERICAN EXPRESS TRAVEL RELATED SERVICES CO INC
893 WYBURN RD. 401 421 BIRCH CREEK RD.
MCLEANSVILLE, NC 27301 DAVID R HUNTER MCLEANSVILLE, NC 27301
PIN# 8804461266 423 BIRCH CREEK RD. PIN# 8804652881
PARCEL# 01191I2 I MCLEANSVILLE, NC 27301 PARCEL# 0117418
D8: 5339 PG: 16 8 DB: 7164 PG 2255
PB: 121 PG: 73 IN# 8804550896 419 `
L# 0117419 I AMERICAN PRESS TRAVEL
G
T DBi 34 : 788 88 I/ RELATED SERVICES CO INC
01 REAR BIRCH CREEK RD.
4CLEANSVILLE, NC 27301
I -IN # 8804758527
ACEL021815
BR7164 PG: 2255
C3UCOUNTY -�-
5329 29 R1 R1 SHOFFNER RD.
MCLEANSVILLE, NC 27301
PIN# 8804452921
PARCEL# 0117435
PB: 141 PG 25
P S'40 'E RD' DAD E ARNOLD
50VI7 BIRCH CREEK RD.
MCLEANSVILLE, NC 27361 Cj 1
CONTROL POINT 1005 PIN# 8804643870
NORTHING: 845,236.00' PARCEL# 0117400
EASTING: 1 804 591.11'
OB: 4391 PG:655
ELEVATION: 656.36' D C2
JAMES GRANT ALLRED III R
5329 SHOFFNER RD.
PIN#: 8804357563
DB: 6149 PG:371
ZONING: AG
USE: RESIDEN TIAL
5.59 ACRES
AARCADIS
ARCADIS GO 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
SHEET INDEX MAP
1" = 600'
ONTROL POINT 10113
NORTHING: 8 49, 361. 39'
EASTING: 1,808, 752.28'
ELEVATION: 687.99'
a
_1IL✓
CONTROL POINT 1008
N O R TH I N G. 845, 9 20.96'�
EASTING 1,809,887.81'
ELEVATION: 694.95'
AMERICAN EXPRESS TRAVEL RELATED
SERVICES CO INC
640 KNOX RD RD.
MCLEANSVILLE, NC 27301
PIN# 8804858071
PARCEL# 0117383
DB:7164 PG:2251
O
Y
d __'
0
\
O
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Y
ONTROL POINT 1004
NORTHING: 843,590. 50'
1
EASTING: 1,809, 485.77'
ELEVATION: 623.79'
/ SS +
(IT
CI
r---fl `r
LEGEND
SHEET NUMBER
AREA OF SHEET COVERAGE
G 1 -
COVER
G2 -
INDEX TO CONTRACT DRAWINGS AND SHEET
INDEX MAP
G3 -
ABBREVIATIONS AND
SYMBOLS/LEGEND
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
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
C5 -
SANITARY
SEWER -
PLAN
AND
PROFILE -
LINE
A -
STA 43+00
TO
53+00
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
C8 -
SANITARY
SEWER -
PLAN
AND
PROFILE -
LINE
A -
STA 74+50
TO
84+00
C9 -
SANITARY
SEWER -
PLAN
AND
PROFILE -
LINE
A -
STA 84+00
TO
94+00
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+84.40
C12 -
SANITARY
SEWER -
PLAN
AND
PROFILE -
LINE
B -
STA 0+00 TO 10+00
C13 -
SANITARY
SEWER -
PLAN
AND
PROFILE -
LINE
B -
STA 10+00
TO
20+00
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
C16 -
SANITARY
SEWER -
PLAN
AND
PROFILE -
LINE
B -
STA 37+50
TO
47+00
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
C19 -
SANITARY
SEWER -
PLAN
AND
PROFILE -
COLLECTOR 2 - STA 0+00 TO 10+14.60
MD1 -
MISCELLANEOUS DETAILS - 1
MD2 -
MISCELLANEOUS COG DETAILS - 2
MD3
MISCELLANEOUS COG DETAILS - 3
MD4 -
MISCELLANEOUS COG DETAILS - 4
MD5 -
EROSION CONTROL
DETAILS -
1
REVISIONS TYPE CONTRACT CONTRACTOR AS —BUILT AUTH. DATE BENCH MARKS JOB# GRGRN400 P05964-0
ROADWAY DESIGNED BY JLM
SEWER 2018-042B CONST. SURVEY BY
WATER CHECKED BY DAH
SENSITIVE INFORMATION
Not to be copied or
distributed without the
express written permission
of the City of Greensboro,
CITY OF GREENSBORO
ENGINEERING DIVISION
NPDES
General Permit
Applies
DISTURBED AREA =
21.0 Acres
100% SUBMITTAL
JAN UARY 2020
,``IIIIIIIIII/,,II
I
SEAL
i 036233 i
QM .........CQ
iO
M �� �.
� I,IIIZ
SEAL NOT VALID UNLESS SIGNED AND DATED
BIRCH CREEK SEWER USAPROVEN EWS
K-
SHEET NO.
G2 OF 3

CONTRACT SHEET
OF 97
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ABBREVIATIONS
CITY
OF
GREENSBORO STANDARD DETAILS
EXISTING
FEATURES
PROPOSED
FEATURES
SENSITIVE INFORMATION
ABANDONED
ASBESTOS CEMENT
ABAND NUMBER
AC
#, NO
NO
DESCRIPTION
�S
MANHOLES
GRAVITY SEWER/MH
Not to be copied or
OUTSIDE DIAMETER
OD
- SS SS
SEWER LINE
ASPHALT
ASPH OVERFLOW
OF
distributed without the
BACK OF CURB
BACKFLOW PREVENTER
BC PAGE
BFP PK NAIL
PG
PK
COG
STD
101
HOUSE CONNECTION AND HYDRANT SETTING DETAIL
— — — — — — — — —
STORM LINE
PIPE PLUG (COG STD 210)
express written permission
BASE LINE
BL PLACES
BOOK
P B S
COG
STD
120
GATE FOR RIGHT—OF—WAY ACCESS
OD
EX -FM
STORM MANHOLE
SANITARY FORCE MAIN
of the C of Greensboro.
BASEMENT
BSMT
BEARING
BRG POLYVINYL CHLORIDE
PVC
W
WATER MAIN
--------
--------
STEEL ENCASEMENT PIPE
BEST MANAGEMENT PRACTICES
BMP POUNDS PER SQUARE INCH
PPSI
COG
STD
200/201 STANDARD 4 I.D. AND 5 I.D. ECCENTRIC PRECAST
BOTTOM
BOT PRESTRESSED CONCRETE
PS CONIC
CONCRETE SANITARY MANHOLE WITH EXPANDED
G
GAS LINE
CENTER LINE
CL PROPERTY LINE
PL
BASE
FO
FIBER OPTIC LINE
CENTER TO CENTER
C/C PIEDMONT TRIAD AIRPORT AUTHORITY
PTAA
BORE LAUNCHING PIT
k&I®RI
CITY OF GREENSBORO
QUANTITY
COG Q
Q TY
COG
STD
200A 201 A BOTTOMLESS MANHOLE BUILT OVER EXISTING SEWER
/
TV
TV CABLE LINE
CLEANOUT
CO REINFORCE (D) (ING) (MENT)
REINF
®
CLEAR
CLR REINFORCED CONCRETE
RCONC
COG
STD
205
STANDARD MANHOLE RING AND COVER
YARD INLET
CONCRETE
CONC REINFORCED CONCRETE PIPE
RCP
❑®
DROP INLET
---�
Know WhafSbelow.
CONTROL DENSITY FILL
CDF REQUIRED
REQD
COG
STD
205—B
STANDARD WATERTIGHT MANHOLE RING AND COVER
BORE RECEIVING PIT
CORRUGATED METAL PIPE
CMP RESTRAINED JOINT PIPE
RJP
WATER METER
Call before you dig.
CROSS SECTION
X SECT RIGHT OF WAY
R/W
COG
STD
206
STANDARD MANHOLE STEP FOR PRECAST CONCRETE
CURB INLET
CI SANITARY
SAN
MANHOLE
pQ
WATER VALVE
C&
(SILT FENCE) STONE OUTLET (COG STD 216)
DEED BOOK
D.B. SEWER
SWR
w ;w;
WATER MANHOLE
City of
ee ground
DEMOLITION
DEMO SOIL BORINGS
BORE
COG
STD
207
STANDARD TRENCH BEDDINGS FOR CIRCULAR PIPE
Loc
s I uests
DETAIL
DET SQUARE FOOT
SQ FT
B�
WATER HYDRANT
o ° o ° 0 0 ° 0 0 ° ° o
COG Water
R es -373-2033
DIAMETER
DIA SQUARE YARD
SQ YD
COG
STD
209
STANDARD 6' I.D.. ECCENTRIC PRECAST CONCRETE
BURIED TELEPHONE LINE
000 00 000°OOo°°° °0°
GOOT Traffi -373-2606
DRAIN
DR STANDARD
STD
SANITARY MANHOLE WITH MONOLITHIC BOTTOM
UT
°o000 000 0000 °oo
TEMPORARY CONSTRUCTION ENTRANCE (COG STD 217 & 217A)
COG/Guilfar 6-373-2084
DUCTILE IRON
STAINLESS STEEL
DI
SST
UGE UGE
BURIED ELECTRICAL LINE
0 0 0 0 0 0 0 00000000 0 0
COG Wate S -373-5855
EASEMENT
ESMT STATION
STA
COG
STD
210
STANDARD BRICK MASONRY PIPE PLUG
Tanks/ e
EACH
EA STONE
STN
OH
OVERHEAD ELECTRICAL LINE
GOOT Sto a -373-2569
EDGE OF PAVEMENT
EP STORM
STM
COG
STD
212
STANDARD ECCENTRIC PRECAST CONCRETE
ELECTRIC (AL)
ELEC TAX MAP NUMBER
TMN
SANITARY MANHOLE WITH EXPANDED BASE (VENTED
E%
ELECTRICAL MANHOLE
STONE DITCH CHECK (COG STD 215)
ELEVATION
EL TELEPHONE
TEMPORARY BENCH MARK
TELE
TBM
MANHOLE DETAIL) — MODIFIED
LIGHT/UTILITY POLE
NPDES
ENGINEER
ENGR
EXISTING
EX, EXIST TEMPORARY CONSTRUCTION EASEMENT
TEMPORARY SEDIMENT TRAP
TCE
TST
COG
STD
213
STANDARD TEMPORARY CREEK CROSSING DURING
LIGHT/UTILITY POLE w/ GUY
Q
TEST HOLE (HAND AUGER)
General Permit
FIBERGLASS REINFORCED
CONSTRUCTION
POLYMER MORTAR
FRPM TESTHICKNESSTBORING—XX (E.G. TB-1)
TBKXX
GUY WIRE (AERIAL)
SOIL BORING
Applies
FORCE MAIN
FMCOG
STD
214
STANDARD PERMANENT CREEK STABILIZATION WITH
FOUNDATION
FND TO BE ABANDONED
TBA
MAINTENANCE CROSSING
ELECTRICAL TRANSFORMER
GREENSBORO DEPT. OF
TO BE REMOVED
TBR
TCE
TEMPORARY CONSTRUCTION EASEMENT
TRANSPORTATION
GDOT TREE
T
COG
STD
215
STANDARD TEMPORARY STONE DITCH CHECK
ELECTRICAL BOX
GRAD (E) (ING)
GR TYPICAL
TYP
ELECTRICAL CAN
LOD LOD
LIMITS OF DISTURBANCE
DISTURBED AREA =
GROUND
GND UNDERGROUND
UND
COG
STD
216
SILT FENCE DETAIL
NAVIGATION LIGHT
HEADWALL
HDWL UNLESS OTHERWISE NOTED
UON
HORIZONTAL
HORIZ UNNAMED TRIBUTARY
UT
COG
STD
217
TEMPORARY CONSTRUCTION ENTRANCE DETAIL (CITY
SIGN
TEMPORARY SAFETY FENCE
21.0 Acres
INSIDE DIAMETER
ID VALVE BOX
VB
REQUIREMENTS )
— —
PERMANENT EASEMENT (P.E.)
INVERT
INV VERTICAL
VERT
x X
FENCE LINE
IRON PIPE
IP VITRIFIED CLAY PIPE
WATER MAIN
VCP
WM
COG
STD
217—A
TEMPORARY CONSTRUCTION ENTRANCE DETAIL
E.I.P. (EXISTING IRON PIPE)
SF SF
SILT FENCE (COG STD 216)
LINEAR
LINEAR FOOT
LIN
LF WATER RECLAMATION FACILITY
WRF
(STATE REQUIREMENTS)
MANHOLE
MH WATER SURFACE ELEVATION
WSE
RW
PROPERTY LINE / R/W
/ / / / / / / / / / /
ITEM TO BE REMOVED
MAXIMUM
MAX
COG
STD
218
TEMPORARY EARTH BERM FOR CLEAN WATER
ESURVEYED)RTY LINE ACCORDING TO DEED
MECHANICAL JOINT
MJ
DIVERSION
(NOT
TREE TO BE REMOVED
MINIMUM
MIN
MONUMENT
MON
COG
STD
219
STANDARD ANTI —SEEP PIPE COLLAR FOR SEWER
PUE
PUBLIC UTILITY EASEMENT
TP TP TP
TREE PROTECTION FENCE
LINES
WLB
WETLANDS BOUNDARY
COG
STD
223
WATTLE WITH POLYACRYLAMIDE (PAM)
STRAW FIBER WATTLE
1+00 2+00
COG
STD
422
STANDARD PIPE OUTLET EROSION CONTROL DEVICE
BASE LINE & STATION
0
OUTLET PROTECTION
GENERAL CONSTRUCTION NOTES
HEDGE ROW
��
MERN
MATTING
TREE LINE
�
TREE
STRAW BALES
1.
UTILITY TRENCH IS TO BE BACKFILLED WITH DIGABLE,
FLOWABLE FILL BENEATH EXISTING UTILITIES THAT ARE
�3
SHRUB (PAPAS GRASS, NADINA, ETC.)
EXPOSED WITHIN THE PROPOSED SEWER TRENCH.
STRUCTURE TO BE REMOVED
2.
ALL CONSTRUCTION TO COG/NCDEQ STD.
—
DITCHES
3.
KEEP ROADS CLEAN THROUGHOUT THE DURATION OF THE
HEADWALL, CULVERT OR BRIDGE
ENCASEMENT PIPE IN PROFILE
PROJECT. AT MINIMUM ROADS SHOULD BE CLEANED AT THE
END OF EACH WORK DAY.
NON
-CITY OF GREENSBORO STANDARD DETAILS
ENCASEMENT PIPE
TEMPORARY SEDIMENT CONTROL LOG COG STD 450
4.
GRAVITY SEWER MATERIAL SHALL BE EITHER DUCTILE IRON
FLOODWAY
FLOODWAY
PIPE (DIP), GLASS REINFORCED PLASTIC (GRPP), OR SANITITE
— — —
EDGE OF PAVEMENT
HP (PE) AS SHOWN. SEE COG STD 807.
NO
DESCRIPTION
SFHA
0.1 % ANNUAL CHANCE
5.
SOIL BORINGS B1 THRU B-2, HA-5 THRU HA-40 WHERE
EDGE OF STONE DRIVE
OBTAINED FROM S&ME SOIL INVESTIGATION REPORT DATED
1 /MD1
STEEL ENCASEMENT PIPE DETAIL
F-SFHA
0.2% ANNUAL CHANCE
JUNE 6 AND JULY 15, 2019.
CENTER OF CHANNEL
2/MD1
SANITARY SEWER BEDDING DETAILS
6.
WETLANDS BACKFILL: TOP 12—INCHES OF TRENCHES TO BE
GUARD RAIL
WETLANDS
BACKFILLED WITH TOPSOIL FROM THE TRENCH PER
3/MD1
PIPE BEDDING AT STREAM CROSSING DETAIL
NATIONWIDE PERMIT 12 DESCRIPTION.
60o
CONTOUR
4/MD5
MATTING/NETTING PLACEMENT DETAIL
MULCHED AREA BOUNDARY
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
RIP RAP
CONTROL POINT
'O\
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I EXISTING POTABLE WATER WELL & CLEARANCES
REVISIONS TYPE CONTRACT CONTRACTOR AS -BUILT AUTH. DATE BENCH MARKS JOB# GRGRN400 P05964-0
ROADWAY DESIGNED BY MMP
SEWER 2018-042B CONST. SURVEY BY —
WATER CHECKED BY DAH
100% SUBMITTAL
JAN UARY 2020
CARO*"'Ie,
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CITY OF GREENSBORO
ENGINEERING DIVISION
BIRCH CREEK SEWER USAPROVEN EWS
ABBREVIATIONS AND SYMBOLS LEGEND
K-
SHEET NO.
G3 OF 3

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\ ��/ / — DBR71�461 221 ' ` — — \ \ \ \ ` / PER COG�STD 213� - CHANT SFHA 15.0 �CCE�
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� — � \ �A 5+86 — AMERI�N EXPRESS TRAVEL�EL-�EC�SERVICES CO INC SAN MH 4 Q
Dense VegeTafion \ \ \ \STA 5+0�37 \ 401 REAR Ba$CH CREEK RD— — STA_ 9+22.47
T / — — — — — — \ \ \ \ \ STREAM CROSSING #1/ — \
`\ I xIST A H/__ _� / / / / / / — — — _ — — — — \ \ \ TEMP 18" CULVER7 \ — 12�E_ VILLE, NC 7301 — —
\ INv 16 6 �'4 I — — \ \ \ \ \ / / — / � PIN# 8?-547�52� _
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640
620
610
600 '—'
-1+00
0+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
IF GRPP OR PE, SEE NOTE 1
1 +00 2+00 3+00 4+00 5+00 6+00 7+00 8+00 9+00
REVISIONS TYPE CONTRACT CONTRACTOR AS -BUILT AUTH. DATE BENCH MARKS JOB# GRGRN400 P05964-0
ROADWAY DESIGNED BY JLM
SEWER 2018-042B CONST. SURVEY BY -
WATER I I CHECKED BY DAH
CONTRACT SHEET
4 of 27
SENSITIVE INFORMATION
Not to be copied or
distributed without the
express written permission
of the City of Greensboro.
ji
Know what's below.
Call before you dig.
City of a
rground
Loca I
nests
COG Water R es
6-373-2033
GDOT Traffi
6-373-2606
COG/Guilfor
6-373-2084
COG Wate S
-373-5855
Tanks/ e
GDOT Sto a
-373-2569
NPDES
General Permit
Applies
DISTURBED AREA =
21.0 Acres
®
Zone 1 Exempt
Zone 1 Allowable
®
Zone 2 Exempt
Zone 2 Allowable
Permanent Maintenance Corridor
(1 Oft)
NOTES:
640 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.
620
610
1 600
10+00
2. STREAM CROSSING #1
TEMPORARY PUMP AROUND CREEK
CROSSING (COG STD 213).
PERMANENT CREEK STABILIZATION USING
CLASS A RIP RAP, D50=6", T=9"
(COG STD 214).
3. CONSTRUCTION INSPECTION REQUIRED FOR
CALL 336-373-2377 TO SCHEDULE AN
0 20' 40' 80'
SCALE 1"=40' - HORZ.
0 4' 8'
SCALE 1 "=4' - VERT.
ire
�r'V;I ".I kv, 111 V1
JANUARY 2020
0111111111111 i
SEAL
036233 i
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SEAL NOT VALID UNLESS SIGNED AND DATED
CITY OF GREENSBORO
ENGINEERING DIVISION
BIRCH CREEK SEWER R"ROVEM ENTS
SANITARY SEWER - PLAN AND PROFILE - LINE A
STA 0+00 TO STA 10+00
K-
SHEET NO.
C1 OF 19

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dN�s N
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PIN# 8804758527 \ I m m I \ \ ANTI' —SEEP COLLAR
PARCEL# 0218158 \ \\ \\ _ - - - - " , '\ m 1 1� / //
DB: 7164 PG: 2255`JOG STD 19 (TYP)
IF GRPP OR PE, SEE NOTE 1
640 640
630
620
610
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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
DISTURBED AREA =
21.0 Acres
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).
3. CONSTRUCTION INSPECTION REQUIRED FOR
24", 18", 12" AND 8" SANITARY SEWER.
CALL 336-373-2377 TO SCHEDULE AN
INSPECTION.
0 20' 40' 80'
SCALE 1"=40' — HORZ.
0 4' 8'
SCALE 1 "=4' — VERT.
i ri��r''V;I ".I kv, 111 V1
JANUARY 2020
``���o��N• CA
SEAL
036233 i
��'� � •••• FNG I NEB-�:••' � �`�
SEAL NOT VALID UNLESS SIGNED AND DATED
PARCADIS
Design & Consultancy
for naIt tural
buifor natural and
REVISIONS
TYPE
CONTRACT
CONTRACTOR
AS —BUILT
AUTH. DATE
BENCH MARKS
JOB# GRGRN400 P05964-0
CITY OF GREENSBORO
ENGINEERING DIVISION
BIRCH CREEK SEWER R"ROVEM ENTS
SANITARY SEWER — PLAN AND PROFILE — LINE A
STA 10+00 TO STA 21+00
K-
SHEET NO.
ROADWAY
DESIGNED BY JLM
SEWER
2018-042B
CONST . SURVEY BY -
ARCADIS G&M of North Carolina, Inc.
7029 Albert Pick Road, Suite 10 1
Greensboro, North Carolina 27409
Tel: [phone]
www.arcadis.com
License No. C-1869
WATER
CHECKED BY DAH
C2 OF 19
SIDEWALK
SCALE: AS NOTED

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DAVID E AR OLD FLOODWAY
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MCLEANSVILLE, /�1C 27301 c \ FLOODWAY 623.9/ F�pOD`t�A
PIN# 8804643870 —
// PARCEL#�117400 I WAY / FLOODWAY )
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COG STD 218 (
STA 31 +66
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ANTI -SEEP COLLAR \ \ y29
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X I \ 401 421­1�IRCH ��c
Ei�RD.
15.`Q' T. �1
E. 1 I ��'\ / / �S-0 C�ANSVILLE, 27301
22+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
�6Z. PIN# 8804652881
STA 27+ / PARCEL# 0117418
SAN MH 10 ANTI -SEEP G�6L g-%z- STA 27+86 DB:7164 PG:2255
STA 27+21.91 COG STD 219 (TYP) TEMP 24" HDPE
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 P05964-0
ROADWAY DESIGNED BY JLM
SEWER 2018-042B CONST. SURVEY BY -
WATER CHECKED BY DAH
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 ofIR
rground
Loca
nests
COG Watees
6-373-2033
GOOT Tra
6-373-2606
COG/Guil
6-373-2084
COG Wate
—373-5855
Tanks/
GOOT Sto a
—373-2569
NPDES
General Permit
Applies
DISTURBED AREA =
21.0 Acres
NOTES:
1. IF GLASS REINFORCED PLASTIC PIPE
(GRPP) OR SANITITE HP PIPE IS USED.
ALL GRPP AND HP PIPE SHALL BE
640 CONSTRUCTED IN ACCORDANCE WITH
WATER MAIN STANDARDS AND
HYDROSTATIC TESTED TO 150 PSI.
630
620
610
600
32+00
2. CONSTRUCTION INSPECTION REQUIRED FOR
24", 18", 12" AND 8" SANITARY SEWER.
CALL 336-373-2377 TO SCHEDULE AN
INSPECTION.
0 20' 40' 80'
SCALE 1"=40' — HORZ.
0 4' 8'
SCALE 1 "=4' — VERT.
ire
�r'V;I ".I kv, 111 V1
JANUARY 2020
0111111111111 i
SEAL
036233 i
�•••• FNGI NE��:••'
%-4 4 L u,
SEAL NOT VALID UNLESS SIGNED AND DATED
CITY OF GREENSBORO
ENGINEERING DIVISION
BIRCH CREEK SEWER R"ROVEM ENTS
SANITARY SEWER — PLAN AND PROFILE — LINE A
STA 21+00 TO STA 32+00
K-
SHEET NO.
C3 OF 19

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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
34+00 35+00 36+00 37+00 38+00 39+00 40+00 41 +00 42+00
REVISIONS TYPE CONTRACT CONTRACTOR AS -BUILT AUTH. DATE BENCH MARKS JOB# GRGRN400 P05964-0
ROADWAY DESIGNED BY JLM
SEWER 2018-042B CONST. SURVEY BY -
WATER CHECKED BY DAH
VA,
�b tatian _ S
o
- �-S
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 ofFa
rground
Loca
nests
COG Water R es
6-373-2033
GOOT Traffi
6-373-2606
COG/Guilfor
6-373-2084
COG Wate S
-373-5855
Tanks/ e
GOOT Sto a
-373-2569
NPDES
General Permit
Applies
DISTURBED AREA =
21.0 Acres
® Zone 1 Exempt
Zone 1 Allowable
® Zone 2 Exempt
Zone 2 Allowable
Permanent Maintenance Corridor
NOTES: (1 aft)
1. IF GLASS REINFORCED PLASTIC PIPE
(GRPP) OR SANITITE HP PIPE IS USED.
640 ALL GRPP AND HP PIPE SHALL BE
CONSTRUCTED IN ACCORDANCE WITH
WATER MAIN STANDARDS AND
HYDROSTATIC TESTED TO 150 PSI.
630
620
610
600
43+00
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).
3. CONSTRUCTION INSPECTION REQUIRED FOR
24", 18", 12" AND 8" SANITARY SEWER.
CALL 336-373-2377 TO SCHEDULE AN
INSPECTION.
0 20' 40' 80'
00119
SCALE 1"=40' - HORZ.
0 4' 8'
SCALE 1 "=4' - VERT.
l[e�r'��I
JANUARY 2020
SEAL
036233 i
�•'•• FNGI NE��:••'
4 L O ````,
SEAL NOT VALID UNLESS SIGNED AND DATED
CITY OF GREENSBORO
ENGINEERING DIVISION
BIRCH CREEK SEWER R"ROVEM ENTS
SANITARY SEWER - PLAN AND PROFILE - LINE A
STA 32+00 TO STA 43+00
K-
SHEET NO.
C4 OF 19

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IF GRPP OR PE, SEE NOTE 1
650
640
630
620
610
43+00
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STA 49+10 \ \ °`Scy \ �N # 844f3126fr- —
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52+00
650
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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 me
rground
Loca I
nests
COG Water R es
6-373-2033
GOOT Traffi
6-373-2606
COG/Guilfor
6-373-2084
COG Wate S
-373-5855
Tanks/ e
GOOT Sto a
-373-2569
NPDES
General Permit
Applies
DISTURBED AREA =
21.0 Acres
® Zone 1 Exempt
Zone 1 Allowable
® Zone 2 Exempt
Zone 2 Allowable
Permanent Maintenance Corridor
(1 Oft)
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).
3. CONSTRUCTION INSPECTION REQUIRED FOR
24", 18", 12" AND 8" SANITARY SEWER.
CALL 336-373-2377 TO SCHEDULE AN
INSPECTION.
0 20' 40' 80'
00119
SCALE 1"=40' - HORZ.
0 4' 8'
SCALE 1 "=4' - VERT.
ire
�r'V;I ".I kv, 111 V1
JANUARY 2020
����•o��N• CA Rp�
SEAL
036233 i
��'� � •••• FNG I NEB-�:••' � �`�
**111111111100
SEAL NOT VALID UNLESS SIGNED AND DATED
PARCADIS
Design & Consultancy
for natural
built for natural and
REVISIONS
TYPE
CONTRACT
CONTRACTOR
AS —BUILT
AUTH. DATE
BENCH MARKS
JOB# GRGRN400 P05964-0
DESIGNED BY JLM
CITY OF GREENSBORO
ENGINEERING DIVISION
BIRCH CREEK SEWER R"ROVEM ENTS
SANITARY SEWER - PLAN AND PROFILE - LINE A
STA 43+00 TO STA 53+00
K-
SHEET NO.
ROADWAY
SEWER
2018-042B
CONST . SURVEY BY -
ARCADIS G&M of North Carolina, Inc.
7029 Albert Pick Road, Suite 10 1
Greensboro, North Carolina 27409
Tel: [phone]
www.arcadis.com
License No. C-1869
WATER
CHECKED BY DAH
CS OF 19
7
SIDEWALK
SCALE: AS NOTED

CONTRACT SHEET
9 of 27
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FLOODWAY \ \ NE 2 t� / / / \ \ �F, �� f $TA 62+64 I
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/ — _ _ — — — _ iG REALTY OF RO LALUD E op� z \ . HA\ \ \ — — — — 29�s- —��
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/ MCLEANSVILLE, NC 27 01— 2� _p / — — —
PIN8804365748 — j
�AECEL 0119116
-4B-B : aDD 0 PG- 2968
N=OV>it�
IF GRPP OR PE, SEE NOTE 1
650 A �2 W14 �%I a
.. ..
640
620
r
2
1cai�jci �j Fy00P E�EVjATIpN IT-1 \11/�-----+--—T 11
F-]
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
rground
Loca I
nests
COG Water R es
6-373-2033
GOOT Traffi
6-373-2606
COG/Guilfor
6-373-2084
COG Wate S
-373-5855
Tanks/ e
GOOT Sto a
-373-2569
NPDES
General Permit
Applies
DISTURBED AREA =
21.0 Acres
NOTES:
650 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.
EX
620
2. CONSTRUCTION INSPECTION REQUIRED FOR
24", 18", 12" AND 8" SANITARY SEWER.
CALL 336-373-2377 TO SCHEDULE AN
INSPECTION.
0 20' 40' 80'
SCALE 1"=40' - HORZ.
0 4' 8'
SCALE 1 "=4' - VERT.
JANUARY 2020
0111111111111
SEAL
036233
• • • • • • • • • • • : • • • • • • • • • • • • • • • • • • • • •SEAL NOT VALID UNLESS SIGNED AND DATED
PARCADISROADWAY
Design & Consultancy
REVISIONS
TYPE
BENCH MARKS
JOB# GRGRN400 P05964-07
CITY OF GREENSBORO
•ui
—AS-BUILT
/ 1
1 It assets
DESIGNED
ENGINEERING . •
•
1: 1' :ARCADIS
CONST. SURVEY BY
I.CH CREEK SEWER
1
G&M of North Carolina, Inc.
Tel: [phone]
• Albert Pick Road, Suite 10 1
www.arcadis.com1
BY DAH
SANITARY SEWER - PLAN AND PROFILE - LINE A
' 1 •
Greensboro, North Carolina 27409
License No. C-18691
/
1 1 TO STA • 1 1

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/ /MCLEANSVIL , NC 27101 / / / "G 22 —/�j
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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 00
rground
Loca I
nests
COG Water R es
6-373-2033
GOOT Traffi
6-373-2606
COG/Guilfor
6-373-2084
COG Wate S
-373-5855
Tanks/ e
GOOT Sto a
-373-2569
NPDES
General Permit
Applies
DISTURBED AREA =
21.0 Acres
FL
STA 74+
�— T
Cn
CD®
Zone 1 Exempt
OL-LAR
��AN
Zone 1 Allowable
Zone 2 Exempt
/
FLO
Zone 2 Allowable
Permanent Maintenance Corridor
NOTES: (loft)
1. IF GLASS REINFORCED PLASTIC PIPE
(GRPP) OR SANITITE HP PIPE IS USED.
660
ALL GRPP AND HP PIPE SHALL BE
m
CONSTRUCTED IN ACCORDANCE WITH
o
6
WATER MAIN STANDARDS AND
CN OF
o
HYDROSTATIC TESTED TO 150 PSI.
N
N
2. STREAM CROSSING #5
TEMPORARY PUMP AROUND CREEK
0
0
CROSSING (COG STD 213).
U
U
PERMANENT CREEK STABILIZATION USING
v
CLASS B RIP RAP, D50=6", T=9"
(COG STD 214).
N
3. CONSTRUCTION INSPECTION REQUIRED FOR
M
24", 18", 12" AND 8" SANITARY SEWER.
Z
CALL 336-373-2377 TO SCHEDULE AN
.A .,
650
INSPECTION.
0 20' 40' 80'
SCALE 1"=40' - HORZ.
0 4' 8'
SCALE 1 "=4' - VERT.
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NONE"
SEAL
036233
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SEAL NOT VALID UNLESS SIGNED AND DATED
Design & Consultancy
REVISIONS
TYPE
BENCH MARKS
JOB# GRGRN400 P05964-07
CITY OF GREENSBORO
ROADWAYIVISIN
—AS-BUILT
for natural and
builtPARCADIS
. •
CONST. SURVEY BY
BIRCH CREEK SEWER S
SHEET NO.
ARCADIS G&M of North Carolina, Inc.
Tel: [phone]
• Albert Pick Road, Suite 10 1
www.arcadis.com-
1 BY DAH
SANITARY SEWER - PLAN AND PROFILE - LINE A
Greensboro, North Carolina09
License No. i••
SCALE: AS NOTEO
STA 64+00 TO STA 74+50

�` / / / / / / / / /SH- 27 / / 1 SAN MH 28 \ 1 \ \ \
WETLA��\\\ / / / / / / / / i ( \ \
c? f W22NDS \\ \\\\\ �,� / / / / / / / �3TA/�7+35: �0 / / \ \ STA 79+38 \ \ \ \ \ \ \ \
t ANDREA GAIL WILLIAMS I \ I / / / / / / / / / / / \ \ \ \ \ ANYA`EEE HO3SON NGLE
cLEOANSVILB EN NCNE R2D7301 /i I I / / // / / / / / �/ / // / — \ \ \ , \ \ \ \ T�M53 6IN100PEINRD. JR—
PIN# 0119114 ///iI I c� / / / / / / / / / - — — \ \ \ \ \ \ \ McLNSVIL E, N 273�7
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- \ I /------_ --EAST GSO-H LDIIr LLC
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_-- \ I I /R / / --_— — \ \ \ GOLF CAST— ---_ _
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N N c� c� IF GRPP OR PEA SEE NOTE 1 N w o N
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650
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630
625 u
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75+00
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76+00
77+00
78+00
79+00
80+00
81 +00
82+00
83+00
® Zone 1 Exempt
Zone 1 Allowable
® Zone 2 Exempt
650
EN
630
625
84+00
CONTRACT SHEET
11 of 27
•� SENSITIVE INFORMATION
Not to be copied or
distributed without the
express written permission
of the City of Greensboro.
Zone 2 Allowable
Permanent Maintenance Corridor
(1 Oft)
Know what's below.
Call before you dig.
City of a
rground
Loca I
nests
COG Water R es
6-373-2033
GOOT Traffi
6-373-2606
COG/Guilfor
6-373-2084
COG Wate S
-373-5855
Tanks/ e
GOOT Sto a
-373-2569
NPDES
General Permit
Applies
DISTURBED AREA =
21.0 Acres
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 #6
TEMPORARY PUMP AROUND CREEK
CROSSING (COG STD 213).
PERMANENT CREEK STABILIZATION USING
CLASS A RIP RAP, D50=6", T=9"
(COG STD 214).
3. CONSTRUCTION INSPECTION REQUIRED FOR
24", 18", 12" AND 8" SANITARY SEWER.
CALL 336-373-2377 TO SCHEDULE AN
INSPECTION.
0 20' 40' 80'
SCALE 1 "=40' - HORZ.
0 4' 8'
SCALE 1 "=4' - VERT.
r.:V;j".IAli1V
JANUARY 2020
,,,,
SEAL
036233 i
�•••• FNGI NE��:••'
SEAL NOT VALID UNLESS SIGNED AND DATED
ARCADIS
Design & Consultancy
for natural and
buifor naIt tural
REVISIONS
TYPE
CONTRACT
CONTRACTOR
AS —BUILT
AUTH. DATE
BENCH MARKS
JOB# GRGRN400 P05964-0
CITY OF GREENSBORO
ENGINEERING DIVISION
BIRCH CREEK SEWER R"ROVEM ENTS
SANITARY SEWER - PLAN AND PROFILE - LINE A
STA 74+50 TO STA 84+00
K-
SHEET NO.
ROADWAY
DESIGNED BY JLM
SEWER
2018-042B
CONST . SURVEY BY -
ARCADIS G&M of North Carolina, Inc.
7029 Albert Pick Road, Suite 10 1
Greensboro, North Carolina 27409
Tel: [phone]
www.arcadis.com
License No. C-1869
WATER
CHECKED BY DAH
CO OF 19
SIDEWALK
SCALE: AS NOTED

\ 311 BIF�GH REEK RD\ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \
�cLPA�CELLE�416 301\
\PIN#\ 88%11
59317\DB 80\96G 189
\ \ SAN MH 32 / / / / // -
\SAN MH\ 31 \ / / � /_ _ - FOR C N11N�UA-ION\ \ \ \ \ -
\ 1 STA 88+722 / o \ CLEANS WA DI VERSlO — — —
\ T% YA LEE HOBS N ING� & \ \ \ \ \ / /%/ / / / / ` \ STA\ .3\ \ — / / / / // X — —y _ — — SE \SET\ �1 \ \ \ \ _� SAN MH-33 \ \ \ \ \ \ \ \
----�\ TOM5Y06CH0 PER GD. \\ \ \\ \ \ ` �// //� / // / / / _ \ \\ \-- // // /\\ \\ \\ \ \ \ \ \
` "� \ \ \ \ \ \ // / / / / / ` \ \ \ \ \ \ / / / \ \ \ \ \ C0�\STa �18-(ZYP) SfiA+43.72\ \ \ \ \ \ \ \
\McLEtAA ILLE\NC 2\7301 \ \ \ \ \\ ---'/ // / / / / / /� \ \ \ \ \ / / / �( / /_ ---_\ \ \ \ \ \ \ \ \ \ \ \\ \ __\ �\ \ \\ \ \ \\ �\
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\ \ \ —> / / / \ \ \ \ — STA_ 89+57 \ \ \ \ \ \ —
\ D R 780� \ 14 - ST�e Q� Q \ / \ - TEMP \ \
/ \ \ \ / / / TB \ \ \ \ \ \ \
— TEMP -ir H/DOE/ / / / �_\T E�� T / / / / / /� T TB\ \ \ — _ _
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— �A — — — — _ _ — — — / / / /,� / TEMP SILT FENCE OUTLET \ , / \ \ \\ \ \ \ \ \SI i' I ( ) STA 89+90 \ \\\
COG STD 216 TYP N\x
ANTI—SEEP COLLAR _ / \ \\\WIG -STD -21-9\ 71 1 T � — \ \
TEM SILT FENCE—__------_\—*fT \ .
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# � \ \ \ \ � � ANTI —SEEP CO�LLA
/ PIN \ \ COG STD 219
/ / / / / / / // / // / /// / / / --BB-8Q96 PG 1839�\ \\ \ \ \ \ \ \\
DO
17 ANNUAL
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a.
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IF GRPP OR PEA SEE NOTE 1 PE Q
.: 6,
-,
670
Its In
N
EYSTI GRAD
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 a
rground
Loca i
nests
COG Water R es
6-373-2033
GOOT Traffi
6-373-2606
COG/Guilfor
6-373-2084
COG Wate S
-373-5855
Tanks/ e
GOOT Sto a
-373-2569
NPDES
General Permit
Applies
DISTURBED AREA =
21.0 Acres
1. IF GLASS REINFORCED PLASTIC PIPE
(GRPP) OR SANITITE HP PIPE IS USED.
680 ALL GRPP AND HP PIPE SHALL BE
CONSTRUCTED IN ACCORDANCE WITH
WATER MAIN STANDARDS AND
HYDROSTATIC TESTED TO 150 PSI.
670
2. CONSTRUCTION INSPECTION REQUIRED FOR
24", 18", 12" AND 8" SANITARY SEWER.
CALL 336-373-2377 TO SCHEDULE AN
INSPECTION.
0 20' 40' 80'
SCALE 1 "=40' - HORZ.
0 4' 8'
SCALE 1 "=4' - VERT.
660 660 I 100% SUBMITTAL
2
650
II
8"
N.
650
JANUARY 2020
,.,,
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REVISIONS
TYPE
ROADWAY
, BY JLM
builtDesign
ENGINEERING DIVISION

0
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Design & Consultancy
POARCADIS
for natural and
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
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.
Call before you dig.
City of a
rground
Loca I
nests
COG Water R es
6-373-2033
GOOT Traffi
6-373-2606
COG/Guilfor
6-373-2084
COG Wate -
-373-5855
Tanks/ e
GOOT Sto a
-373-2569
NPDES
General Permit
Applies
DISTURBED AREA =
21.0 Acres
NOTES:
1. EXISTING 24" STEEL ENCASEMENT
PIPE AND UTILITIES SHOWN WERE
TAKEN FROM NCDOT PROJECT TIP#
U2561BA 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).
3 CONSTRUCTION INSPECTION REQUIRED FOR
24", 18", 12" AND 8" SANITARY SEWER.
CALL 336-373-2377 TO SCHEDULE AN
INSPECTION.
0 20' 40' 80'
SCALE 1 "=40' - HORZ.
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TYPE
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CONTRACTOR
AS -BUILT
AUTH. DATE
BENCH MARKS
JOB# GRGRN400 P05964-0
CITY OF GREENSBORO
ENGINEERING DIVISION
BIRCH CREEK SEWER EMPROVEMENTS
SANITARY SEWER - PLAN AND PROFILE - LINE A
ROADWAY
DESIGNED BY JLM
SEWER
2018-042B
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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.
2. STREAM 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).
3. CONSTRUCTION INSPECTION REQUIRED FOR
24", 18", 12" AND 8" SANITARY SEWER.
CALL 336-373-2377 TO SCHEDULE AN
INSPECTION.
0 20' 40' 80'
SCALE 1"=40' - HORZ.
0 4' 8'
SCALE 1 "=4' - VERT.
i ri��r',V;I ".I kv, 111 V1
JANUARY 2020
CARO,,,,
ESs/oz**.Iv Is.
SEAL
036233 i
��'� � •••• FNG I NEB-�:••' � �`�
,,,'c'! 4 L 1',
SEAL NOT VALID UNLESS SIGNED AND DATED
POARCADIS
Design & Consultancy
for natural
built for natural and
REVISIONS
TYPE
CONTRACT
CONTRACTOR
AS —BUILT
AUTH. DATE
BENCH MARKS
JOB# GRGRN400 P05964-0
DESIGNED BY JLM
CITY OF GREENSBORO
ENGINEERING DIVISION
BIRCH CREEK SEWER R"ROVEM ENTS
SANITARY SEWER - PLAN AND PROFILE - LINE A
STA 103+00 TO STA 109+84. 40
K—
SHEET NO.
ROADWAY
SEWER
2018-042B
CONST . SURVEY BY -
ARCADIS G&M of North Carolina, Inc.
7029 Albert Pick Road, Suite 10 1
Greensboro, North Carolina 27409
Tel: [phone]
www.arcadis.com
License No. C-1869
WATER
CHECKED BY DAH
C1I OF 19
SIDEWALK
SCALE: AS NOTED

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CONTRACT SHEET
15 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
rground
Loca I
nests
COG Water R es
6-373-2033
GOOT Traffi
6-373-2606
COG/Guilfor
6-373-2084
COG Wate S
-373-5855
Tanks/ e
GOOT Sto a
-373-2569
NPDES
General Permit
Applies
DISTURBED AREA =
21.0 Acres
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. CONSTRUCTION INSPECTION REQUIRED FOR
24", 18", 12" AND 8" SANITARY SEWER.
CALL 336-373-2377 TO SCHEDULE AN
INSPECTION.
0 20' 40' 80'
00119
SCALE 1"=40' - HORZ.
0 4' 8'
SCALE 1 "=4' - VERT.
l[e�r'��I
JANUARY 2020
����•o��N• CA
ESS/ow;.Z S.
SEAL
036233 i
��'� � •••• FNG I NEB-�:••' � �`�
SEAL NOT VALID UNLESS SIGNED AND DATED
PARCADIS
Design & Consultancy
for naIt tural
buifor natural and
REVISIONS
TYPE
CONTRACT
CONTRACTOR
AS —BUILT
AUTH. DATE
BENCH MARKS
JOB# GRGRN400 P05964-0
CITY OF GREENSBORO
ENGINEERING DIVISION
BIRCH CREEK SEWER R"ROVEM ENTS
SANITARY SEWER - PLAN AND PROFILE - LINE B
STA 0+00 TO STA 10+00
K-
SHEET NO.
ROADWAY
DESIGNED BY JLM
SEWER
2018-042B
CONST . SURVEY BY -
ARCADIS G&M of North Carolina, Inc.
7029 Albert Pick Road, Suite 10 1
Greensboro, North Carolina 27409
Tel: [phone]
www.arcadis.com
License No. C-1869
WATER
CHECKED BY DAH
C12 OF 19
7
SIDEWALK
SCALE: AS NOTED

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CONTRACT SHEET
16 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 ofa
rground
LocaA7R
nests
COG Watees
6-373-2033
GOOT Tra
6-373-2606
COG/Guil
6-373-2084
COG Wate
-373-5855
Tanks/GOOT
Sto
-373-2569
NPDES
General Permit
Applies
DISTURBED AREA =
21.0 Acres
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. CONSTRUCTION INSPECTION REQUIRED FOR
24", 18", 12" AND 8" SANITARY SEWER.
CALL 336-373-2377 TO SCHEDULE AN
INSPECTION.
0 20' 40' 80'
SCALE 1"=40' — HORZ.
0 4' 8'
SCALE 1 "=4' — VERT.
!If
(r'RJ;I ".1 kv, 111 V1
JANUARY �
����•o��N• CA Rp�i''�.
UF ESSIO,yq..�9s.
SEAL S
036233 i
•
'
�•••• FNGI NE��:••
SEAL NOT VALID UNLESS SIGNED AND DATED
PARCADIS
Design & Consultancy
for naIt tural
buifor natural and
REVISIONS
TYPE
CONTRACT
CONTRACTOR
AS —BUILT
AUTH. DATE
BENCH MARKS
JOB# GRGRN400 P05964-0
CITY OF GREENSBORO
ENGINEERING DIVISION
BIRCH CREEK SEWER R"ROVEM ENTS
SANITARY SEWER — PLAN AND PROFILE — LINE B
STA 10+00 TO STA 20+00
K-
SHEET NO.
ROADWAY
DESIGNED BY JLM
SEWER
2018-042B
CONST . SURVEY BY -
ARCADIS G&M of North Carolina, Inc.
7029 Albert Pick Road, Suite 10 1
Greensboro, North Carolina 27409
Tel: [phone]
www.arcadis.com
License No. C-1869
WATER
CHECKED BY DAH
C13 �F 19
SIDEWALK
SCALE: AS NOTED

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EAST GSO HOLDINGS LLC
— — — —
� 311 BIRCH CREEK RD.
+ MCLEANSVILLE, NC 27301
FePIN# 8804593177
PARCEL# 0117416
DB:8096 PG:1839
ZONE 2 ZONE 2 / NE 2 ZONE 2 \ZQNE 2 ZONEE 2 ZONE 2 / / ZONE 2 ZONE 2 ZON \ C ZONE 2 C, ZONE 2
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m ANTI -SEEP COLLAR ` ! r R F F F r r r r 173'
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STA 24+24 — PARCEL# 0117416/ /
e e ! e r r r R F F F r r r _
r r r r R r TEMP 12" HOPE ` ` / d dl / / ' I I L�B: �09C/PG// 83 /
STA 20+29 STA 22+22 ! ! r + / / STA 25+95
TEMP 48" HOPE TEMP 18" HDPE 15.0' T.C.E.
CLEAN WATER DIVERSION
COG STD 218 (TYP)
640
630
620
610
600
20+00
21 +00
22+00
23+00
24+00
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1% ANNUAL TEMP 24" CULVERT
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26+00
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630
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610
600
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® Zane 1 Exempt
Zone 1 Allowable
® Zone 2 Exempt
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 ofa
rground
LocaA7R
nests
COG Watees
6-373-2033
GOOT Tra
6-373-2606
COG/Guil
6-373-2084
COG Wate
-373-5855
Tanks/GOOT
Sto
-373-2569
NPDES
General Permit
Applies
DISTURBED AREA =
21.0 Acres
Zone 2 Allowable
Permanent Maintenance Corridor
(1 Oft)
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).
PERMANENT CREEK STABILIZATION USING
CLASS II RIP RAP, D50=14", T=21"
(COG STD 214).
3. CONSTRUCTION INSPECTION REQUIRED FOR
24", 18", 12" AND 8" SANITARY SEWER.
CALL 336-373-2377 TO SCHEDULE AN
INSPECTION.
0 20' 40' 80'
SCALE 1"=40' — HORZ.
0 4' 8'
SCALE 1 "=4' — VERT.
ire
�r'V;I ".I kv, 111 V1
JANUARY 2020
SEAL
036233 i
(/•'•. FNGI NE��:••'
SEAL NOT VALID UNLESS SIGNED AND DATED
PARCADIS
Design & Consultancy
for naIt tural
buifor natural and
REVISIONS
TYPE
CONTRACT
CONTRACTOR
AS —BUILT
AUTH. DATE
BENCH MARKS
JOB# GRGRN400 P05964-0
CITY OF GREENSBORO
ENGINEERING DIVISION
BIRCH CREEK SEWER R"ROVEM ENTS
SANITARY SEWER — PLAN AND PROFILE — LINE B
STA 20+00 TO STA 28+00
K-
SHEET NO.
ROADWAY
DESIGNED BY JLM
SEWER
2018-042B
CONST . SURVEY BY -
ARCADIS G&M of North Carolina, Inc.
7029 Albert Pick Road, Suite 10 1
Greensboro, North Carolina 27409
Tel: [phone]
www.arcadis.com
License No. C-1869
WATER
CHECKED BY DAH
C14 �F 19
SIDEWALK
SCALE: AS NOTED

• ` ,, WETLANDS
—ZONE 2 / / \ N
• `/ / / / ZONE 2 ONe � / ZONE 2
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- ZONE 2 / ONE 1 / / �\ / / / ;� /PER COG STD 213
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1 OZONE/1 rn --- --_ - / /
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I ///� = = = %% STA 32+96.33 ANTI COLLAR SAN MH 49 \ \
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- - - /CHANCE/SERA � �COGS� '21$-('rYP) - - � \ \ 'S�
- , TEMP HDPE - - - - \ STREAK',QRO ING #�0\
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CID
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PIN#_830459s1\ u-
---_/ ' __--------- —DB 8096 PG 1839 \ \ \ \ \ \ \ \ \ \ \ \ I \ Z \ / a
----__ - ----__
rn
of
I,1
650
640
630
620
610 '
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29+00
30+00
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34+00
35+00
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SEE NOTE 1
37+00
650
MR
630
620
610
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 ofzS;__373-5855
ground
Locanests
COG Wate-373-2033
GOOT Tra-373-2606
COG/Guil-373-2084
COG Wate
Tanks/ e
GOOT Sto a
-373-2569
NPDES
General Permit
Applies
DISTURBED AREA =
21.0 Acres
®
Zone 1 Exempt
Zone 1 Allowable
®
Zone 2 Exempt
Zone 2 Allowable
Permanent Maintenance Corridor
(1 Oft)
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).
PERMANENT CREEK STABILIZATION USING
CLASS II RIP RAP, D50=14", T=21" (COG
STD 214).
3. CONSTRUCTION INSPECTION REQUIRED FOR
24", 18", 12" AND 8" SANITARY SEWER.
CALL 336-373-2377 TO SCHEDULE AN
INSPECTION.
0 20' 40' 80'
SCALE 1 "=40' - HORZ.
0 4' 8'
SCALE 1 "=4' - VERT.
r.:V;j".IAli1V
JANUARY 2020
SEAL
036233 i
�•'•• FNCI NE��:••'
%-4 4 L u,
SEAL NOT VALID UNLESS SIGNED AND DATED
ARCADIS
Design & Consultancy
for natural and
buifor naIt tural
REVISIONS
TYPE
CONTRACT
CONTRACTOR
AS —BUILT
AUTH. DATE
BENCH MARKS
JOB# GRGRN400 P05964-0
CITY OF GREENSBORO
ENGINEERING DIVISION
BIRCH CREEK SEWER R"ROVEM ENTS
SANITARY SEWER - PLAN AND PROFILE - LINE B
STA 28+00 TO STA 37+50
K-
SHEET NO.
ROADWAY
DESIGNED BY JLM
SEWER
2018-042B
CONST . SURVEY BY -
ARCADIS G&M of North Carolina, Inc.
7029 Albert Pick Road, Suite 10 1
Greensboro, North Carolina 27409
Tel: [phone]
www.arcadis.com
License No. C-1869
WATER
CHECKED BY DAH
C15 OF 19
7
SIDEWALK
SCALE: AS NOTED

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3110 BIRCH CREEK RD.
McLEANSVILLE, NC 27301
PARCEL# 117416
PIN#: 8804593177
DB 8096 PG 1839
IF GRPP OR PE, SEE NOTE 1
N
650
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650
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37+50 38+00 39+00 40+00 41 +00 42+00 43+00 44+00 45+00 46+00 47+00
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.
City ofa
rground
LocaA7R
nests
COG Watees
6-373-2033
GOOT Tra
6-373-2606
COG/Guil6-373-2084
COG Wate
-373-5855
Tanks/GOOT
Sto
-373-2569
NPDES
General Permit
Applies
DISTURBED AREA =
21.0 Acres
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. CONSTRUCTION INSPECTION REQUIRED FOR
24", 18", 12" AND 8" SANITARY SEWER.
CALL 336-373-2377 TO SCHEDULE AN
INSPECTION.
0 20' 40' 80'
SCALE 1 "=40' — HORZ.
0 4' 8'
SCALE 1 "=4' — VERT.
ire_6rV;l%I kv,lilV�
JANUARY �
SEAL
036233 i
•••• FNG I NEB-�:••' � �`�
SEAL NOT VALID UNLESS SIGNED AND DATED
PARCADIS
Design & Consultancy
for naIt tural
buifor natural and
REVISIONS
TYPE
CONTRACT
CONTRACTOR
AS —BUILT
AUTH. DATE
BENCH MARKS
JOB# GRGRN400 P05964-0
CITY OF GREENSBORO
ENGINEERING DIVISION
BIRCH CREEK SEWER R"ROVEM ENTS
SANITARY SEWER — PLAN AND PROFILE — LINE B
STA 37+50 TO STA 47+00
K-
SHEET NO.
ROADWAY
DESIGNED BY JLM
SEWER
2018-042B
CONST . SURVEY BY —
ARCADIS G&M of North Carolina, Inc.
7029 Albert Pick Road, Suite 10 1
Greensboro, North Carolina 27409
Tel: [phone]
www.arcadis.com
License No. C-1869
WATER
CHECKED BY DAH
C16 OF 19
7
SIDEWALK
SCALE: AS NOTED

/ ti tioN 2- 3X8.3'
eox xvERT
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47+00
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7,
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SUE AVENhE
50' R/W
SAN MH 54
STA 51 +02.31
END CONSTRUCT
/
58 LF-30" STEEL
1 ENCASEMENT PIPE
(MIN 0.312" WALL
THICKNESS)
FOR CONTINUATION
SEE SHEET BCLS-C1
IF GRPP O. I
R
■■■■■■■■■■■■■■■■■■■■■■■■■9
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11■■■■
48+00
49+00
50+00
51 +00
650
(4)
640
630
620
610
51 +50
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 a
rground
Loca I
nests
COG Water R es
6-373-2033
GOOT Traffi
6-373-2606
COG/Guilfor
6-373-2084
COG Wate S
-373-5855
Tanks/ e
GOOT Sto a
-373-2569
NPDES
General Permit
Applies
DISTURBED AREA =
21.0 Acres
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. CONSTRUCTION INSPECTION REQUIRED FOR
24", 18", 12" AND 8" SANITARY SEWER.
CALL 336-373-2377 TO SCHEDULE AN
INSPECTION.
0 20' 40' 80'
SCALE 1 "=40' — HORZ.
0 4' 8'
SCALE 1 "=4' — VERT.
ire
(r'RJ;I ".1 kv, 111 V1
JANUARY 2020
����•o��N• C11
A ''
us
SEAL
036233 i
��'� � •••• FNG I NEB-�:••' � �`�
SEAL NOT VALID UNLESS SIGNED AND DATED
ARCADIS
Design & Consultancy
for natural and
buifor naIt tural
REVISIONS
TYPE
CONTRACT
CONTRACTOR
AS —BUILT
AUTH. DATE
BENCH MARKS
JOB# GRGRN400 P05964-0
CITY OF GREENSBORO
ENGINEERING DIVISION
BIRCH CREEK SEWER R"ROVEM ENTS
SANITARY SEWER — PLAN AND PROFILE — LINE B
STA 47+00 TO STA 50+99. 54
K-
SHEET NO.
ROADWAY
DESIGNED BY JLM
SEWER
2018-042B
CONST . SURVEY BY -
ARCADIS G&M of North Carolina, Inc.
7029 Albert Pick Road, Suite 10 1
Greensboro, North Carolina 27409
Tel: [phone]
www.arcadis.com
License No. C-1869
WATER
CHECKED BY DAH
C17 OF 1(�
7
SIDEWALK
SCALE: AS NOTED

CONTRACT SHEET
21 of 27
N
RIM
670
..6
650
r I
L � 1
\� \
06J L
FOR CONTINUA\TION \ \ \� \ I� \ �\ \\ \ \ \ \ I I I / / / / / I I 1 \ \ \ \ \ lZ'069 +
SEE SHEET 9
\
\\ \ \\ \\ \ \ \ \ \� \ \ \ �` \ \ \ \ \ \ \ \ \ L\ \ \ \ CM DR CLAPP LLC
\ \\\ \\ \\ \ \ \ \ \�\ \\ \ \ \ \ \ \ \ \ \ \ 5213\HOOPER RD.
MCLEANSVILLE, NC 27301
\ \ \\ \\ \ \\ \ \ \ \�\ \ \ \ \ \ \ PIN# ffi804196112 I /
\ \ \ \ \ \ \ \ \ \ \ PARCE�# 119118
BEAN 'WkTER Df'�E RSION\ \\ \ \ \ DB R 659\6 PG 2171
COG -STD 2t8\(TYP)\\
30. ' P.E\
\�V�
\ LL \ \ \\ \ \ 91 +00. \ 2+`00 \ \ 2O I I
\ \ \ \ \\ \ rY J /
L, \ \ \ ® \ \ \ \ 247.0\9 0 8 \ SAN SEWER \ \ \ L m
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N N L L L L \ \ L \ \ \ \\ \ \ \\\ \ \ \9 \ \ 4r I 1 I / / / / / / TEMP LT FE E UTI[ET / / / SAN MIH 3 A
IF GRPP OR PE, SEE NOTE 1 \ \ \ \ \ , \ \ \ \ \ \ \ I I I /� / / / / / / / / / / / / STA/ 2+5> .DO
\ \ — \ `i / COG 16 /
I I ( I /EASTGS OCDINGSILL
/OH/
\s\ McLEVIL,74/1
PARCEC#1116
\ \ \ \ \ \ \ \ \ \ \ \ \ \ I I OIN#: /880 593y77
N /DB �096 PG �839 /
N AST 6SO oL\DI c c \ \ \ \ \ \ \ _ \ \ \ \ \ \ \\ \ \ \\ \ \ FOR CQN'RNU�►TION
311 B�RC�� c E�KR&. 1 \ \ \ \ — � \ 1 \ \ \ \ \ \ \ \ \ \ SEE S'IM'EE�T 9
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\ \ � \ VA1
XST CRAIDE
OM
670
. o]
650
643 643
—0+50 0+00 1 +00 2+00 3+00 3+50
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
ground
Loca
nests
COG Water R-373-2033
GOOT Traffi-373-2606
j..2j
COG/Guilfor-373-4
COG Wate S-373-5855
Tanks/ e
GOOT Sto a
-373-2569
NPDES
General Permit
Applies
DISTURBED AREA =
21.0 Acres
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. CONSTRUCTION INSPECTION REQUIRED FOR
24", 18", 12" AND 8" SANITARY SEWER.
CALL 336-373-2377 TO SCHEDULE AN
INSPECTION.
0 20' 40' 80'
SCALE 1 "=40' — HORZ.
0 4' 8'
SCALE 1 "=4' — VERT.
_6'' ;1:I kv,i11 V
JANUARY 2020
����•o��N• CA RO�i''�.
SEAL
036233 i
�•••• FNGI NE��:••'
SEAL NOT VALID UNLESS SIGNED AND DATED
ARCADIS
Design & Consultancy
for natural and
built for natural
REVISIONS
TYPE
CONTRACT
CONTRACTOR
AS —BUILT
AUTH. DATE
BENCH MARKS
JOB# GRGRN400 P05964-0
CITY OF GREENSBORO
ENGINEERING DIVISION
BIRCH CREEK SEWER R"ROVEM ENTS
SANITARY SEWER — PLAN AND PROFILE — COLLECTOR 1
STA 0+00 TO STA 2+50
K-
SHEET NO.
ROADWAY
DESIGNED BY JLM
SEWER
2018-042B
CONST . SURVEY BY —
ARCADIS G&M of North Carolina, Inc.
7029 Albert Pick Road, Suite 10 1
Greensboro, North Carolina 27409
Tel: [phone]
www.arcadis.com
License No. C-1869
WATER
CHECKED BY DAH
C1QO OF 1(�
77
SIDEWALK
SCALE: AS NOTED

\ / I I� � I I / ✓I I
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4+00
5+00
6+00
7+00
8+00
0
650
NOTES:
CONTRACT SHEET
22 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
rground
Loca I
nests
COG Water R es
6-373-2033
GOOT Traffi
6-373-2606
COG/Guilfor
6-373-2084
COG Wate S
-373-5855
Tanks/ e
GOOT Sto a
-373-2569
NPDES
General Permit
Applies
DISTURBED AREA =
21.0 Acres
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.
�i■■■■■■■■■■■ CONSTRUCTION - REQUIRED ■ ■r■■■i�1■■■■■■■■ .SANITARY CALL 336-373-2377 TO
630
620
610
9+00 10+00 11+00
0 20' 40' 80'
SCALE 1 "=40' — HORZ.
0 4' 8'
SCALE 1 "=4' — VERT.
ire_6rV;l%I kv,lilV�
JANUARY 2020
SEAL
036233 i
��'� � •••• FNG I NEB-�:••' � �`�
,,,'c'! 4 L O ````,
SEAL NOT VALID UNLESS SIGNED AND DATED
ARCADIS
Design & Consultancy
for natural and
built for natural
REVISIONS
TYPE
CONTRACT
CONTRACTOR
AS —BUILT
AUTH. DATE
BENCH MARKS
JOB# GRGRN400 P05964-0
CITY OF GREENSBORO
ENGINEERING DIVISION
BIRCH CREEK SEWER R"ROVEM ENTS
SANITARY SEWER — PLAN AND PROFILE — COLLECTOR 2
STA 0+00 TO STA 10+ 14.60
K-
SHEET NO.
ROADWAY
DESIGNED BY JLM
SEWER
2018-042B
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
C19 OF 19
7 7
SIDEWALK
SCALE: AS NOTED

STEEL CASING SPACERS
8" MIN. LENGTH
MANHOLE SCHEDULE
CONTRACT SHEET
9A OF 97
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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"
LO
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 El THEP GAL VANIZED OR STA INL ESS
S TEEL .
2. TUBULAR STEEL GATE SHOWN SHALL BE INSTALLED IN
AGRICUL TURAL/FARM 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 5116" CHAIN AND LOCK (KEYED TO
CITY MASTER) TO SECURE GATES.
4. FINISH WITH ONE COAT OF EXPDXY PRIMER AND TWO COATS OF
AL L WEA THEP ENAMEL PA IN T.
5. MINIMUM 5 " CLEARANCE BETWEEN GROUND AND BOTTOM OF GA TE.
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
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HOUSE CONNECTION AND HYDRANT STD. NO. REV.
SETTING DETAIL 101103-'1'
g19
5
06-16
AARCADIS
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
d
DUCTILE IRON
CARRIER PIPE, TYP.
SEE PLAN FOR SIZE
STEEL ENCASEMENT PIPE,
SEE PLAN FOR SIZE AND
WALL THICKNESS
7T - ,
GROUT AROUND ANNULAR
SPACE, TYP.
6" MIN. CLR.
TO PIPE BELLS
INSIDE CASING
STEEL ENCASE!"r"'T n'nr
STEEL CASING
SPACER, TYP.
END SEAL, TYP.
F-
I
I
I
I
CL CARR R PIPI
I
I
I
I
L—
w
5=
12" MIN. o
24" MAX. w
TYP. EA. END
-ILL ANNULAR
SPACE WITH
SAND
,.,'G`Mai Mai ING� Ia.
CASING SECTION END ELEVATION - INTERIOR
NOTE:
1. CARRIER PIPE SHALL BE RESTRAINED JOINT WITHIN THE ENCASEMENT.
2. SEE SPECIFICATIONS SECTION 33 05 24 FOR MATERIALS AND INSTALLATION REQUIREMENTS.
STEEL ENCASEMENT PIPE DETAIL
NO SCALE
GEOTEXTILE FABRIC
BOTTOM CREEK
THE P,RgP
LESS
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
NORMAL
TRENCH
BOTTOM
TYPE
ROADWAY
SEWER
WATER
BIRCH CREEK SANITARY SEWER OUTFALL
MH NO
TYPE
DROP
RING & COVER
VENT
COMMENTS
1
COG 201 A
-
COG 205
-
2
COG 200
-
COG 205
-
3
COG 200
-
COG 205-B
-
INTERIOR DAMP WATERPROOFING
4
COG 200
-
COG 205-B
COG 212
5
COG 209
-
COG 205-B
-
INTERIOR DAMP WATERPROOFING
6
COG 200
-
COG 205-B
COG 212
INTERIOR DAMP WATERPROOFING
7
COG 200
-
COG 205-B
-
INTERIOR DAMP WATERPROOFING
8
COG 200
-
COG 205-B
INTERIOR DAMP WATERPROOFING
9
COG 200
-
COG 205-B
COG 212
INTERIOR DAMP WATERPROOFING
10
COG 200
-
COG 205
-
11
COG 200
-
COG 205-B
-
INTERIOR DAMP WATERPROOFING
12
COG 200
-
COG 205-B
COG 212
13
COG 200
-
COG 205
-
INTERIOR DAMP WATERPROOFING
14
COG 200
-
COG 205-B
-
INTERIOR DAMP WATERPROOFING
15
COG 200
-
COG 205-B
COG 212
INTERIOR DAMP WATERPROOFING
16
COG 200
-
COG 205
COG 212
17
COG 200
-
COG 205-B
-
18
COG 200
-
COG 205-B
-
19
COG 200
-
COG 205-B
COG 212
INTERIOR DAMP WATERPROOFING
20
COG 200
-
COG 205-B
-
INTERIOR DAMP WATERPROOFING
21
COG 200
-
COG 205-B
-
INTERIOR DAMP WATERPROOFING
22
COG 200
-
COG 205-B
-
INTERIOR DAMP WATERPROOFING
23
COG 200
-
COG 205-B
-
INTERIOR DAMP WATERPROOFING
24
COG 200
-
COG 205-B
-
INTERIOR DAMP WATERPROOFING
25
COG 200
-
COG 205-B
-
26
COG 200
-
COG 205-B
COG 212
27
COG 200
-
COG 205
-
28
COG 200
-
COG 205
-
29
COG 200
-
COG 205-B
-
30
COG 200
-
COG 205
-
31
COG 200
-
COG 205-B
-
INTERIOR DAMP WATERPROOFING
32
COG 200
-
COG 205-B
-
INTERIOR DAMP WATERPROOFING
32A
COG 200
-
COG 205
-
33
COG 200
-
COG 205-B
-
INTERIOR DAMP WATERPROOFING
34
COG 200
-
COG 205-B
COG 212
INTERIOR DAMP WATERPROOFING
35
COG 200
-
COG 205-B
-
INTERIOR DAMP WATERPROOFING
36
COG 200
-
COG 205-B
-
INTERIOR DAMP WATERPROOFING
37
COG 200
-
COG 205-B
-
INTERIOR DAMP WATERPROOFING
38
COG 200
-
COG 205-B
-
INTERIOR DAMP WATERPROOFING
39
COG 200
-
COG 205-B
INTERIOR DAMP WATERPROOFING
40
COG 200
-
COG 205-B
-
INTERIOR DAMP WATERPROOFING
41
COG 200
-
COG 205-B
-
INTERIOR DAMP WATERPROOFING
42
COG 200
-
COG 205-B
COG 212
INTERIOR DAMP WATERPROOFING
43
COG 200
-
COG 205-B
-
INTERIOR DAMP WATERPROOFING
44
COG 200
-
COG 205-B
COG 212
INTERIOR DAMP WATERPROOFING
45
COG 200
-
COG 205-B
-
INTERIOR DAMP WATERPROOFING
46
COG 200
-
COG 205-B
COG 212
INTERIOR DAMP WATERPROOFING
47
COG 200
-
COG 205-B
-
INTERIOR DAMP WATERPROOFING
48
COG 200
-
COG 205
-
49
COG 200
-
COG 205-B
-
50
COG 200
-
COG 205-B
-
INTERIOR DAMP WATERPROOFING
50A
COG 200
-
COG 205
-
50B
COG 200
-
COG 205
-
50C
COG 200
-
COG 205
-
51
COG 200
-
COG 205-B
COG 212
INTERIOR DAMP WATERPROOFING
52
COG 200
-
COG 205-B
-
53
COG 200
-
COG 205-B
COG 212
54
COG 200
-
COG 205
-
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
Loc
COG Water
GOOT Traff
COG/Guilfa
COG Wate
Tanks/
GOOT Sto
DENSELY COMPACTED // \ j\ DENSELY COMPACTED
SOIL (85% COMP.)
1,�\ SOIL (85% COMP.)
GRPP DIMENSION "A"
i-12GRPP, A=8
o%.:. -16 GRPP, A=12
-30" GRPP, A=20"
SPRINGLINE N\, + _ \ �\ — + \� z_ NORMAL
DIM "A" /\\ I //\ o TRENCH
i� I //\ o TRENCH 60% PIPE z /\\ /% m BOTTOM
\ w BOTTOM 0. D.
m
#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
2018-042B
DESIGNED
CONST. SURVEY
CHECKED
P05964-0
BY JLM
BY
BY DAH
CITY OF GREENSBORO
ENGINEERING DIVISION
373-2033
373-2606
373-2084
373-5855
373-2569
NPDES
General Permit
Applies
DISTURBED AREA =
21.0 Acres
100% SUBMITTAL
JAN UARY 2020
�%����u a
Q l •:
SEAL
036233
SEAL NOT VALID UNLESS SIGNED AND DATED
BIRCH CREEK SEWER 1APROVEN ENTS
MISCELLANEOUS DETAILS - I
K-
SHEET NO.
MjOF 5

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N COVER = MIN WT 147 LBS ASTM A48-CL35
FRAME = MIN WT 220 LBS AASHTO M306
5/8" LETTERING
RECESSED FL USH
—0` I" SPECIAL LETTERING
RECESSED FL USH
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23 1/2 "
PIEW
1" CORED
1/8HOLE (TYP)
(1) 1 1/4VENT HOLE
1/4PLAN
5/8" LETTERING
1/8" RECESSED FLUSH
20 1/2
3/4" 25 1/4"
"
DETAIL 23 3/4 " 3/4 '
23 1/2" 1/B"
1 " CORED
1 1/8" HOLE (TYP)
20 1121,
221,
4„ 25„ 4"
33" h
SECTION A -A
NOTES.'
ALL DIMENSIONS AND TOLERANCES ARE TO BE CONCENTRIC AND WILL SUPERSEDE
ANY ASTM STANDARDS WITH A MAXIMUM VARIATION t 1/16" ON ALL DIMENSIONS.
MANHOLE RING TO BE ANCHORED WITH 1/2" REDHEAD STAINLESS STEEL ANCHORS
AND SEALED BETWEEN RING AND CONE WITH BITUMASTIC SEALER.
N
n V MACHINED BEARING SURFACE
C/ T Y O F G R E E N S B O R O
STD. NO. REV.
STANDARD MANHOLE RING AND COVER 20
5 12-05
06-13
0
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A i I i/ �I A
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I I I I I .•<' a
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M 8'-2"
COG STD. #205 SECTION B-B
RING & COVER
--- o
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5 -a —5'-0 I. D. a M oo W
• hniR ti
— — — — — — — — — — — Ztim
� QQ�
— — — — — — — — — —
I.D. NO TER,
BRICK
a.e;. CONCRETE SHALL BE CLASS AA,
4000 PSI AS PER ASTM C-478.
I STEEL RENFORCING SHALL MEET
I I ASTM A-615.
EIGHT INCH TO
I I (6 �N BE POURED AFTERRETE MANHO ETOM IS 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
a _ • :• : .: Q . :: 6" TWO GRADE RINGS SHALL BE USED.
N CLASS B CONCRETEWA TER L INE AND SEWER L INE
."'�: ;::- m REFER TO SECTION 2.10 OF THE COG
" v CONSTRUCTION" STANDARD SPECS.
SECTION A -A FOR JOINT SPECIFICATIONS.
N C/ T Y O F G R E E N S B O R O
t STANDARD 6 ' I. D. ECCENTRIC PRECAST CONCRETE
STD. NO. V.
W SA NI TARP MANHOLE WI TH MONOL I THIC BOTTOM 209 °oe-og
* 5' DIAMETER REOURED FOR
a SEWER LINES 12" AND LARGER OR
4' DIA. XX AS DIRECTEED BY THE ENGINEER.
- FORCE LINE HOOD =a
(USE WHEN THE SLOPE OF
INCOMING LINE IS >59 OR
AS DIRECTED BY ENGINEER
_ OR FIELD INSPECTOR) I I
SEWER PIPE
INTERIOR
DROP BOWL
-
d EXTERNAL PIPE
COUPLER = = INVERT LIP SHALL
EXTEND 2" PAST
INSIDE EDGE OF DROP
Q 1/8" X 2" STAINLESS PIPE WITH TRIANGULAR
STEEL STRAP ANCHORS a: NOTCH CUT FROM CIL
AT 2 ' 0. C. MINIMUM OF INVERT
OF TWO REQUIRED
EXISTING _ -
MANHOLE
- ' V STRAPS TO BE
d - FASTENED WITH
STAINLESS STEEL
ANCHOR BOL TS
a a
SCH. 40 90 ' BEND
a Q LONG SWEEP OR 45
BEND WHERE APPLICABLE,
d - -d
INTERIOR
NO TES.'
1. THIS DETAIL SHALL BE USED ONL Y WHERE APPROVED BY WA TER 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 BOLTS SHALL BE TYPE 316 STAINLESS STEEL.
5. 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 L INE.
7. INSTALL DROP PIPE ASSEMBLY PER MANUFACTURER'S SPECIFICATIONS. THE MANUFACTURER'S
DESIGN FOR THE DROP BOWL AND PIPE ASSEMBL Y MUST BE PRE -APPROVED BY ENGINEER.
L
n
C/ T Y O F G R E E N S B O R O
DROP CONNECTION (INTERIOR) FOR05-03
STD. NO. V.
n EXISTING SANITARY SEWER MANHOLE 203 03- f4
Bc + 8" MIN.
1-1/4 Bc
- . 2000 PSI
CONCRETE
.III .. Bc
7 STONE
9
D
CLASS A
CONCRETE ARCH
L IGHTL Y
COMPACTED
BACKFILL
Bc
GRANULAR FOUNDATION
DEPTH OF BEDDING
MATERIAL BELOW PIPE
D
d (MIN. )
27" & SMALLER
3"
30 " TO 60 "
4 "
66" & LARGER
6"
COMPACTED
BACKFILL
Bc
GRANULAR FOUNDATION
: LOOSE
BACKFILL
I! a
CLASS D
FLA T SUBGRADE
LEGEND
Bc = OUTSIDE DIAMETER
H = BACKFILL COVER ABOVE
TOP OF PIPE
D = INSIDE DIAMETER
d = DEPTH OF BEDDING MA TERIAL
BELOW PIPE
NO TE_'
USE 467M OR A. R. E. A. (AMERICAN RAILWAY ENGINEERING
ASSOCIATION) #4 STONE FOR 21 " AND LARGER PIPE.
o C/ T Y O F G R E E N S B O R O
u
STANDARD TRENCH BEDDINGS FOR STD. N0. REV.
CIRCULAR PIPE 207 03-97
�t
a '' • PROP
"t EXIST. PIPE
PIPE %
'16L OCAJ LOC
SECTION A -A
COG STD. #205
RING & COVER
ON NEW INSTALLATION A MAX. OF
TWO GRADE RINGS SHALL BE USED.
(EXCEPT ON OUTF(LS, USE
WATERTIGHT RING RING &COVER)
— — — — —
.'' :. •
: o �OQ�
CONCRETE SHALL BE CLASS AA,
V� 7" :aa-. 24" I•D•
Q Qti
4000 PSI AS PER ASTM C-478.
<::.-
STEEL REINFORCING SHALL MEET
ASTM C-185 (4' DIA) OR ASTM
_.4
C-478 (5 ' DIA) .
Ln M
MANHOLES OVER 3' -6 " IN DEPTH
�otiM Z
SHALL BE PROVIDED WITH STEPS
COG
COGSTD.
C i er h o
16 " ON CENTERS STEPS SHALL BE
IN ACCORDANCE W/ COG STD. #205.
RING
8" CLASS "AA" CONCRETE UNDER
JOINT - -
= '
M. H. PORTIONS OF THE INVERT
— — — — — — — — — — — —
ASTM C-361
CAN BE POURED AT THE SAME
TIME. BOTTOM SHOULD EXTEND
A MIN. OF 6 " BEYOND M. H. BASE
4'-0 " I. D. (#200)
.o I I
5
o m (o o W
VACUUM TEST REQUIRED ON
5'-0" I.D. (#201)
ALL INSTALLATIONS PRIOR TO
_ ti��a
R
PUTTING MANHOLE INTO SERVICE
------------
a a-
.a
TROUGH FOR
MANHOLES
EXIST. PIPE
_
Lu
(MAX. PIPE 0. D. )
PROP.
a. Q
PIPE
FLOW
6:
-' BL OCK 8 .< a : ' BLOCK
MH DIA
45 ° DEFL
90 ° DEFL
4'
31-1/2"
25"
5'
42"
32"
6'
51"
38"
I � PRECAST INVERT (OPTIONAL)
CONCRETE MONOL I THIC
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. N0. REV.
x ECCENTRIC PRECAST BOTTOMLESS MANHOLE OVER 00 DEC-05
EXISTING SANITARY SEWER (DOGHOUSE MANHOLE) 0.fA
;I L OCKII
RINGS
PLAN
M ti
M
STOP
1 1/4"
1/4"
ti
1/2' SIDE ELEVA TION
1/B " COMPOSITE
EL EVA TION
ti
_ COPOL YMER
POL YPROPYL ENE
4 "- PLASTIC
#3 DEFORMED
STEEL ROD
• . a i
a . :a- 4 STOP
DEPTH INTO
CONCRETE SURFACE
o SECTION A -A
U
3 1/2 "
3
n C/ T Y O F G R E E N S B O R O
STANDARD MANHOLE STEP FOR
STD. N0lu
. REV.
PRECAST CONCRETE MANHOLE 206
PR
RING & COVER
�D r+�r+rrn�i n n
NOTE S.'
__
— --
-
•.
ON NEW INSTALLATION A MAX. OF
TWO GRADE RINGS SHALL BE USED.
NNE CONCRETE SHALL BE CLASS AA,
QO
/#20,5
4000 PSI AS PER ASTM C-478.
TD.
.Z
STEEL REINFORCING SHALL MEET
ASTM C-185 (4' DIA) OR ASTM
"0 " RING
C-478 (5' DIA) .
JOINT ____________
ASTM C-361
d :
MANHOLES OVER 3'-6" IN DEPTH
SHALL BE PROVIDED WITH STEPS
1U)
"
s --
16 " ON CENTERS STEPS SHALL BE
4'-0 " I. D. (0200)
IN ACCORDANCE W/ COG STD. #205.
o o
5
(Z) o0
W
titiRier
�j
�
MANHOLES
(MAX. PIPE 0. D.------------)
X BRICK
4 O I"
I I I I nim
MH DIA
45 ° DEFL
90 ° DEFL
4'
31-1/2"
25"
5'
42"
32"
6'
51"
38"
PRECAST INVERT (OPTIONAL)
4
1 5 ' -10 " STD. #200 PLACE 12 " OF #57
6 ' -10 " STD. #201
3 5 ' -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. i 5' I. D. ECCENTRIC PRECAST 05-88 03-98
CONCRETE SANITARY MANHOLE WITH EXPANDED BASE 200 11-93 08-02
20.f 09-95
COVER = MIN WT = 125 LBS
FRAME = MIN WT = 100 LBS
3�
I (4) 1" CORED HOLES
90 ' ON CENTER
(4) 1/2 "-13 X 2 "
S. S. HEX. HEAD BOLTS
WITH S. S. WASHERS
1/8"
FLAT GASKET
(4) 1/2 DRILL AND
TAPPED BOLT HOLES
h /
ASTM A48-CL35
AASHTO M305
5/8 " L ET TERING
RECESSED FLUSH
1" SPECIAL LETTERING
RECESSED FLUSH
1 1/2 "
Gl
(1) 1 1/4"
_90-VENT HOL E WI TH
CRETEX PL UG
PL AN VIEW RECCESSEDT FLUSH
25"
23 3/4"
23 1/2" 1" CORED
1 „ HOLE (TYP. )
24 1/4"
31"
SECTION A -A
3 3/8"
ALL DIMENSIONS AND TOLERANCES ARE TO BE CONCENTRIC AND WILL SUPERSEDE
n ANY ASTM STANDARDS WITH A MAXIMUM VARIATION t 1/16 ON ALL DIMENSIONS.
MANHOLE RING TO BE ANCHORED WITH 1/2" REDHEAD STAINLESS STEEL ANCHORS
AND SEALED BETWEEN RING AND CONE WITH BITUMASTIC SEALER.
V MACHINED BEARING SURFACE
o C/ T Y O F G R E E N S B O R O
STD. NO. V.
STANDARD WA TER TIGHT MANHOLE
K MAR-97 DEC-05
RING AND CO VER 205-8 MAI7-9B
MAR-01
CONTRACT SHEET
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
ground
Loc s I
nests
COG Water R es
t. 936-373-2033
GOOT Traffi
36-373-2606
COG/Guilfor
36-373-2084
COG Wateq S
36-373-5855
Tanks/ e
GOOT Sto a
36-373-2569
NPDES
General Permit
Applies
DISTURBED AREA =
21.0 Acres
100% SUBMITTAL
JAN UARY 2020
,,``IIIIIIIIIIIII,,I
.o ff N CA R 0 �,
,
�•••.....
Sszo
SEAL •:
i 036233 i
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11111111111
SEAL NOT VALID UNLESS SIGNED AND DATED
AARCADISfor
Design & Consultancy
natural and
REVISIONS
TYPE
ROADWAY
CONTRACT
CONTRACTOR
AS —BUILT
AUTH. DATE
BENCH MARKS
I JOB# GRGRN400 P05964-0
DESIGNED BY JLM
CITY OF GREENSBORO
ENGINEERING DIVISIONARCADIS
BIRCH CREEK SEWER 1WROWMEWS
MISCELLANEOUS COG DETAILS - 2
IK-
SHEET NO.
SEWERbuiltassets
2018-0426
CONST . SURVEY BY -
GO of North Carolina, Inc.
7029AIbert Pick Road, Suite 101
Greensboro, North Carolina 27409
Tel: [phone]
www.arcadis.com
License No. C-1869
WATER
CHECKED BY DAH
'10F 5
G
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 (5) EXCEEDING 40 ' MA Y REQUIRE ADDI TIONAL WA TER DUAL 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 "S" 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
N
C/ T Y OF GREENS B OR O
N
STANDARD TEMPORARY CREEK
STD. NO. REV.
x 01-91 05-05
W CROSSING DURING CONSTRUCTION 203-97 09-05
1.3
03-05
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%
1 15
1, 500
a
s00, M
0„Ak.
COG g AkNIWITHIAF
�� #2 OAT WI�KIN
16 6 AF G,
#430
s;;��8 °
° e°°0�� o ao �y °g •°a° a°B�a a `§
-V
e°ea05 B e q
s• °tea e a .a e� � �a8 .
ro'a� �8 ��°aim eip
8°e,
8 eb wO0 e 8 85 0 8 8
.dam
eO�°°�
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 114 ACRE.
PAGE 2 OF 2
/
C/ T Y OF GREENSBORO
STD. NO. REV.
SILT FENCE DETAIL 12/05
N 216 o3/oe
03/09
AARCADIS
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
,-EAR TH BERM
0 0 TEMP. CONSTRUCTION (TYP. )
STREAM CROSSING 10,
CLASS "I " MIN.
RIP RAP 10, x 10,
FL ON \ / SEDIMENT TRAP
\ / 9 2.' 1 SIDE SLOPE
U OR SIL T BAG.
MIN. MIN
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.
U'
SECTION A -A
1 OF 2
3
N
C/ T Y OF 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 21.3 03-97 09-05
03-05
METAL FENCE POST
14 GAUGE MINIMUM
HOG WIRE (OPTIONAL)
EROSION CONTROL FABRIC
MAINTAIN ADEOUA TE DISTANCE FOR
SEDIMENT REMOVAL 6 MAINTENANCE
E
5�°P I-1 El
_ FI I=� �- =1 =
I I I I I IIII—IIIIEl I
III
EX. EARTH
BACKFILL AND
COMPACT THOROUGHL Y
SILT FENCE MUST BE ENTRENCHED AND
SECURED WITH COMPACTED SOIL. THE
"SLICING METHOD" MAY ALSO BE USED
4 "
TO INS TA L SILT FENCE (SEE NCDENR
"EROSION AND SEDIMENT CONTROL
DESIGN PLANNING AND DESIGN
MANUAL " SECTION 6.62).
USE COG STD#432 STONE DITCH CHECK
FOR FENCE OUTLETS AT A MAXIMUM 100 FT
SPACING AND AT ALL NATURAL DRAINAGE
AREAS. (SEE SHEET 2 OF 2) .
NOTES.'
-SPACING OF POSTS USING HOG WIRE WITH APPROVED EROSION
CONTROL FABRICS TO BE 8 ' -0 " ON CENTER.
-SPACING OF POSTS WITHOUT HOG WIRE USING APPROVED EROSION
CONTROL FABRICS TO BE 5'-0" ON CENTER.
POST., METAL T-POST 5 ' -0 " OR 6 ' -0 " IN HEIGHT DEPENDING ON FILL
SL OPE (MIN. 1. 33 L B/L F STEEL CONSTRUCTION) .
FABRIC.- 3 ' -0 " IN WIDTH (MUST BE STANDARD SPECIFICA TIONS
FOR SIL T FENCE - A5TM D ) WITH 12 " BURIED IN TRENCH.
STONE (IF USED) #4 WASHED STONE PLACED 1 ' -0 " DEEP A T SIL T FENCE.
-SPLICES IN FABRIC SHOULD BE OVERLAPPED A MIN. OF 4 FT.
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
THE CONSTRUCTION INSPECTOR.
N
PAGE 1 OF 2
C/ T Y O F G R E E N S B O
0
R O
STD. NO.
V.
N SILT FENCE DETAIL
12/06
216
03/08
03/09
SECTION A -A
C/ T Y OF G REENSB OR O
N
STANDARD ECCENTRIC PRECAST CONCRETE STD. NO. REV.
x SANITARY MANHOLE WITH EXPANDED BASE 212 03-98
4,61 VENTED 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
0 o v 2'0 00 0 ?' l DITCH -
FLOW moo' ^000 00 �0p 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
NOTES.'
ENSURE THAT THE DRAINAGE AREA ABOVE THE CHECK DAM DOES NOT EXCEED 1/4 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
Ed 1 12/09
(V
O
O
N
a
m
(U
W
J
0
12"
i� PIPE ��
BRICK
MASONRY
HE]
0
0
N
Ur
O
U
/
3
N
m C/ T Y OF GREENS
B O
R O
N
STD. N0.
REV.
STANDARD BRICK MASONRY
PIPE PLUG
W
210
IJUANTI TIES
PIPE SIZE
CUBIC YARDS
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
20 ' PERM.
EASMENT (MIN. )
�10'�
TOP OF BANK
Q
STREAMAli
FL OW -
- TOB
I I
NA TURAL
GROUND Q RIP -RAP
CROSSING TYPICAL
PIPE
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. IN 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
T Y OF G R E E N S B O R O
S TD. N0.
REV.
STANDARD PERMANENT CREEK STABILIZATION
214
01-91 06-05
03-97
WITH MAINTENANCE CROSSING
0 -
CONTRACT SHEET
9F OF 97
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
ground
Loc s i
nests
COG Water R es
t.36-373-2033
GOOT Traffi
36-373-2606
COG/Guilfor
36-373-2084
COG Wate S
36-373-5855
Tanks/ e
GOOT Sto a
36-373-2569
NPDES
General Permit
Applies
DISTURBED AREA =
21.0 Acres
100% SUBMITTAL
JAN UARY 2020
,``11111111111,11,
ji�
SEAL
i 036233 i
��'•.4CINEE�••'���•��:
i
Y L . M �.
11111111111
SEAL NOT VALID UNLESS SIGNED AND DATED
REVISIONS
TYPE
CONTRACT
CONTRACTOR
AS -BUILT
AUTH. DATE
BENCH MARKS
I JOB# GRGRN400 P05964-0
CITY OF GREENSBORO
ROADWAY
DESIGNED BY JLM
ENGINEERING DIVISION
BIRCH CREEK SEWER USAPROVEN EWS
MISCELLANEOUS COG DETAILS - 3
SEWER
2018-042B
CONST . SURVEY BY -
WATER
CHECKED BY DAH
K-
SHEET NO.
AD30F 5

0
7
CT
0
J
0
0
N
O
N
00
\
a�
Y
0
a)
J
6
0
0
0
Ki
6
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H
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0
0
0
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0
v
U
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ca
3
0
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w
w
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of
m
I
0
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i
0
of
a_
0
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i7
0
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I
U)
Q
U
a
Cn
Y
a
w
J
U)
D
COMPACTED 2 -0
SOIL MIN.
5'-0"
(T YP. )
I
EASEMENT LINE
I
I
I
1B„ IF�ow
MIN.
I
FOR CLEAN WATER DIVERSION
INSTALL LINER TO AVOID DITCH
EROSION. LINER SHOULD BE
IMPERMEABLE GEOMEMBRANE
LINER OR SOD.
CONS TRUC TION SPECIFICATIONS
1. REMOVE AND PROPERL Y DISPOSE OF ALL TREES, BRUSH, STUMPS,
AND OTHER OBJECTIONAL MA TERIAL .
2. ENSURE THA T THE MINIMUM CONSTRUCTED CROSS SECTION
MEETS ALL DESIGN REOUIREMENTS.
3. ENSURE THAT THE TOP OF THE BERM IS NOT LOWER AT ANY POINT
THAN THE DESIGN ELEVATION PLUS THE SPECIFIED SETTLEMENT.
4. PROVIDE SUFFICIENT ROOM AROUND DIVERSIONS TO PERMIT
MACHINE REGRADING AND CLEANOUT.
5. VEGETA TE THE BERM IMMEDIA TEL Y AFTER CONSTRUCTION,
UNL ESS I T WIL L REMAIN IN PL ACE L ESS THAN 30 WORKING DA YS.
MAINTENANCE
INSPECT TEMPORARY DIVERSIONS ONCE A WEEK AND AFTER EVERY
RAINFALL. IMMEDIA TEL Y REMOVE SEDIMENT FROM THE FLOW AREA
AND REPAIR THE DIVERSION BERM. CAREFULLY CHECK OUTLETS
AND MAKE TIMEL Y REPAIRS AS NEEDED. WHEN THE AREA PROTECT-
ED IS PERMANENTLY STABILIZED, REMOVE THE BERM AND THE
CHANNEL TO BLEND WITH THE NATURAL GROUND LEVEL AND APPRO-
PRIA TEL Y 5TA5IL IZE I T.
C/ T Y OF GREENSBORO
STD. NO. V.
TEMPORARY EARTH BERM
w 218
04ARCADIS
ARCADIS GO 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
*
S
F
S
GRADE
� III
TRENCH WIDTH
DIGABLE FLOWABLE
FILL @ 200 PSI
OR CLASS B CONCRETE,
DIGABLE FLOWABLE
FILL @ 200 PSI OR
CLASS B CONCRETE,
I I
I I
I � III
I I
I I
I I
I I
TRENCH WID TH
PLAN
ClT Y OF GREENSBORO
ANTI -SEEP PIPE COLLAR STD. NO. REV.
FOR SEWER LINES 219 06-15
LEGEND
D = OUTLET PIPE DIAMETER
d50 = 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 @ END OF APRON (DETERMINED IN
SECT. B.05 DEPENDING ON TAIL WA TER
CONDI TIONS)
WIDTH @ OUTLET = 3D
NOTES.'
RIP -RAP PIPE OUTLET PROTECTION APRONS
ARE TO BE DESIGNED ACCORDING TO THE
NORTH CAROLINA EROSION AND SEDIMENT
SECTION B. 05. 1 - B. 05. 4
PLACE RIP -RAP AROUND PIPE AS DIRECTED
BY THE FIELD ENGINEER.
C/ T Y OF G R E E N S B O R O
'm
STANDARD PIPE OUTLET STD. N0. REV.
W EROSION CONTROL DEVICE 422 03-97
/ / r /• r r •r r / r
°oQo
o?000 oO
° °0.0�0°0 osa o00
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0 0 0.o v0,
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v ao.0 0 O
oO00000 000doOO-a
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ro ° v to r o, O 0
O90t00*o0' OOOY OO•o 0�0�o°pto YOO OO Of oO 1
0 o OO
O v o
:�oOo.v000l°�°OOsoa«�0°r°.',o°oto°�°OO.Oo0o0`i'too"o000��o°OpO�O°o
o.v oo0�vi0�o�0-�00 oOOlo��00�00�00 4O:OlOo��000'O'o°000OO°pa ov v
°�OasOs 3F oaa10�00 0 000°000,�ov o0oloov.
_s saes z�ea'�Q o 000.. o O� °po O oro10O� °
::•:v,�s�AoOtO�o,°O ox0o0��0 � c o0°PTT°�� O�Ow
oa �3 v. °° oOps°1000. 0 orvo o000.0o0o
.t,a��oo00a °o0O r o° o�Po°loi�oOo�0000Ov
-•:...���a,90 ov ° oo d0�0, -''oyo'LO
-��°'`� G:O °o°oOOo° oo�oO'o� ooOO°Oo°oo00
.,�� y O.00.o oo. o0;O�0o O�oo.00° o0(OOo Oo
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a$'°OoO1°o° o0�°oRO o°ooaOOo oi�a o°oo, ort0o 0
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e„�h v._ol000o O.r o� r :o O- 0 00 ti
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o'�dooo 00: 0000�o� 00
Of tz'%00 C�o00vO0) ooOlO o�o.o°o O oo.o 00',0,7�?o°oa o
v �° ov ° pOo°?o°'00°o1°oOO,°.°11ov 4z
/ ',o°io�o�ti.o1O?Oo010°��0o a°a o0°1�.;'y�
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Ar
/
OF - • - •
TEMPORARY
0• i.
REQUIREMENTS)0.
0
o
a'
(V
W DOWNSLOPE
UPSLOPE STAKE
STAKE
PAM
PAM ( I oZ .) FLOW
w (I 0Z. )
H
> - _-
SEE INSET B MATTING
2' MIN. 6' MIN.
TOP VIEW
PAM
(2 OZ.)
STAKES
PAM STAPLES PAM
cs oz.) a oz.)
INSET A INSET B INSET C
NOTES.'
1. USE MINIMUM 12 " DIA. EXCEL SIOR 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 (5) 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 DOWNSLORE 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 TILE. REAPPL 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 REOUIRES REVIEW 6 APPROVAL BY THE DWO 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
L
m C/ T Y O F G R E E N S B O R O
N
N STD. NO. REV.
WATTLE WITH POLYACRYLAMIDE (PAM) 223 12/10
°p0o
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00o:°ovO0000O�eooO�°~°o°oOO° 00o O�000'�0�°�0,0°oo"OOoOO°�°o00� 00
0.000oo0o°v�OooO,o p00000°0�00oolO�000000O0o}oOvo, 0 0°°1i0
OOv�0000.o�001 00° Op0.00o`0`i�o y oFo�Oa00�0�0
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- z O v
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:. R�'a3.ry0onc�oF°000 °O°o0`Oo�°,wOoa OevaooO.O°o ..,g000. ° oOOa o � of o +'oo 000 o.°'►°o
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/
• F G - E AF N S B • tq •
TEMPORARY
(CITY REQUIREMENTS) mm_
SEE INSET A
EROSIONEXCELSIOR WATTLE ;!T-0
N.
TYPE 4
CONTROL
BACK
SLOPE \`
i
ISOMETRIC VIEW
2 IN.
� SEE INSET C
ENSURE ADEQUATE
CONTACT IS MADE
WITH GROUND USING
WOODEN STAKES &
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 I OF 2
ClT Y OF GREENSBORO
STD. NO. REV.
WATTLE WITH POLYACRYLAMIDE (PAM) 12/10
223
CONTRACT SHEET
9R OF 97
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
oe
ground
Loc
s I
nests
COG Water
R
36-373-2033
GOOT Traffi
36-373-2606
COG/Guilfor
36-373-2084
COG Wateq S
36-373-5855
Tanks/ e
GO Sto a
36-373-2569
NPDES
General Permit
Applies
DISTURBED AREA =
21.0 Acres
100% SUBMITTAL
JAN UARY 2020
/
,ARo���-,,
■
SEAL
i 036233 i
I
L
SEAL NOT VALID UNLESS SIGNED AND DATED
REVISIONS
TYPE
CONTRACT
CONTRACTOR
AS -BUILT
AUTH. DATE
BENCH MARKS
I JOB# GRGRN400 P05964-0
CITY OF GREENSBORO
ROADWAY
DESIGNED BY JLM
ENGINEERING DIVISION
BIRCH CREEK SEWER USAPROVEN EWS
MISCELLANEOUS COG DETAILS - 4
SEWER
2018-042B
CONST . SURVEY BY -
WATER
CHECKED BY DAH
K-
SHEET NO.
VID40F 5
'IN##: 0119082

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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:
- Mix 2 Species together
- Fertilizer to be determined by soil testing provided by Contractor and approved by EngineerfOwner
- Temporary grass to be out prior to Permanent Seeding
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
- 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
Application
Rate
Period
Seed Species
Ibs/Acre
Application
Rate
Period
Seed Species
flbstAcre
IN CHANNELS, ROLL OUT STRIPS OF NETTING PARALLEL TO
THE DIRECTION OF THE FLOW AND OVER THE PROTECTIVE
MULCH
ANCHOR NETTING
IN A 12" TRENCH �SZSc
-1� �I1=1II
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.
AICTAI I ATInKI
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.
12
OVERLAP 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.
u� \ \_\�1
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
Design & Consultancy
AARCADIS
for natural and
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 (Iblacre)
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: Fgb. 15 - May 15
Below 2500 it. Feb. t - May 1
Piedmont —Jan. 1 - May 1
Coastall Plain —Dec. 1 - Apr. 15
Soil amendments
Follow recommendations of soiltests orapply2,000lblacre 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.
Maintenance
fleferlilize if growth is notfully adequate. Reseed, rafertiliza and mulch im-
mediately following erosion or othordamaga.
Seeding mixture
Spec [as Mate (Iblacre)
Rye (grain) 120
Seeding dates
Mountains --Aug, 15 - Dot,, 15
�nast�i Plain and Piedmont —Aug. 15-Dec. 30
60i I amendments
F:Aovr c---:;1 tuts or apply 2,000 lb/acre ground agricultural limestone and
i C:G Ib,'acre 10-10-1€1 fertilizer..
Mulch
Apply 4,000 Iblacre straw. ,Anchor straw by tacking with asphalt, netting,
nr a mulch anchoring toot. A disk With blades set nearly straight can be
..,sed as a mulch anchoring foal.
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. oversleed with 50 Iblacre Kobe (Piedmont and Guas.al
Plain) or Korean (Mou,nfalns) laspadeza in late February or early March.
Seeding mixture
Species1 Bate (Iblacre)
Tall lescue 200 (4-5 Ib.11.000 ft )
Nurse plants
Bolwoon May i and Aug.16 acid 151blacm Suclangrassor 151ba acreGer-
man millet_ Before May t, or after Aug_ 15, add 40 Iblacre rye (grain) -
See dl n g dates
Best: Aug. 25 -0M.
Possible: Feb, - Apr, 15
Avoid seeding from Nov. to,Jan. R seeding must be done at this time, add
40 Iblacre rye grain and use a cltarlrtel lining that ollfws. maximum protec-
tiarl_
Sail amendments
Apply time and fertilizer according to sail tests, car apply 4,000 lb/acre
ground agriculturallimasteneand 1,i000lbfacra10-10-10fertilizer. Operat�e
tillage equipment across the waterway.
Mulch
Use jute, excelsior mattingi, or other effeotive channel lining material to
corer the bottom of 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 not requiring temporary linings,
apply 4,000 lWacre grain straw and anchor straw by stapling netting over
the tap.
Mulch and anaoring materials must not be ellDwed to Wash down slopes
where lheyr can clog drainage devic.as.
Maintenance
Inspt and repair mulch frequently. P#efertillze in late wlnterot the follvw-
ing year; use soil tests or apply 1601blacra 10-10-10_ Mow regularly to a
I�aiglit of 2-4 inchas_
R of e r to Appendix 8_ 02 fo 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.
ST�t�tupON n111f�F S
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:f
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
S�eWing No. 3P for- Gentle
Slopes, Solis with Average or
Better Moisture Retention,
Cooler Sites; High
Maintenance
Seeding mixture
Species Rate (Ib/acre)
German millet 40
In The Piedmont and Mountains, a small-s!ernmed Sudangras8 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 ,b00lblacregroundagricul-
tural limestone and 750 lip, 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 ac a rnulch anchoring tor�1.
Maintenance
Refortilize itgrowth is notlully adequato. Rowed, re artiiizoalnd mulch im-
madiateiy following ems bn crothor damage.
Seeding m1mure
Species' Bate {Iblacre)
Bland of two turf -type tall
fnscuns (90D/8) and two or
more improved Kentucky
bluegrass varieties (10%) 200-250
Seading dates
Best Pori I ble
Fall: Aug- 25 - Sept_ 15 Aug- 0 - Oct. 25
Winter. — Feb. 1 - Mar. 31
For qualityturf avoid spring seeding. There grading is corrmplated during
late winter or spring, an altornativa is to seed 30 Iblacre Kobe lespedeza,
keep mowed, prepare seedbed, and seed a permanent mixture in early
fall,
ci I amendments
Apply lime and fertilizer according to soil tests, or apply 4,000 Iblacre
ground egficultural limestone and 1,000 lb/acre 10.10-10 fertilizer.
Mulch
Apply 4,000 Iblacre small grain straw or equivalent covor of arlothar
suitable mulch. Anchor straw by tacking with asphalt, netting, or rovirlg or
by crimping with a mulch anchoring tool. A disk with blades set nearly
straight can be used as a rnulch anchoring toad.
Maintenance
Fertilize according to sail tests or apply 40 Iblacre nitrogen in ,Jan. cr Feb„
40 lb in Sept., and 40 lb in Nov., from a 12-4r-8, 16-4-8, or sirnifar turf fer-
tilizer- Avoid fertilizer applications during warm waather, as this increases
stand losses to disease. Mow in a height of 2,5-�.5 inches as nandad_
Reseed, fertilize, and mulch darnaged areas immediately.
t Rafe r to Appendix 8.02 for bola+ ical n a ores.
CONTRACT SHEET
77 OF 97
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
e9
round
Loc
s I
uests
COG Water
R es
i-373-2569
-373-2033
GOOT Traffi
-373-2606
COG/Guilfor
-373-2084
COG Wate S
-373-5855
Tanks/ e
GOOT Sto a
NPDES
General Permit
Applies
DISTURBED AREA =
21.0 Acres
100% SUBMITTAL
DECEMBER 2019
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SEAL NOT VALID UNLESS SIGNED AND DATED
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 1APROVEN ENTS
SEWER
201=
CONST . SURVEY BY —
WATER
CHECKED BY D A HI
K-
SHEET NO.
OF 5